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TRUSS
SCSI MM d ®a BY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely.on lumber values established by others. RE: M 1323 - 62' Grand Carlton III with porch MiTek USA, Inc. i Site Information: 6904 Parke East Blvd. T pa EELL333610-4115 Custo' er Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Model:I113z3 Lot/Block:, Subdivision: City: F Name City: N/A FIT ST LUCIE State: FL ress and License # of Structural Engineer of Record, If there is one, for the building. License M State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loadi g Conditions): Desig Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind ,� ode: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This p�ckage includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With r y seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. � eal# 1 Truss Name Date 1 T13302390 1 A 12/21/18 2 1 Ti13302391 A5 12/21/18 3 T,13302392 1 A6 2/21/18 4 1 113302393 1 A7 12/21/18 1 15 1113302394 1 A8 12/21/18 1 6 Ti13302395 1 A9 12/21/18 �7 1113302396 I GRA 12/21/18 I8 ITI13302397 I GRB 12/21/18 19 I T113302398 I J2 12/21/18 110 I '113302399 I J4 12/21/18 11 j T13302400 1 J6 12/21/18 112 1 113302401 I J8 12/21/18 I13 11113302402 I KJ8 12/21/18 The tru s drawing(s) referenced above have been prepared by MiTek USA, I �c. under my.direct supervision based on the parameters provide I by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My licelse renewal date for the state of Florida is February 28, 2019. IMPOF$TANT NOTE: The seal on these truss component designs is a certification. that the a igine6r named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to h iTek. Any project specific information included is for MiTek's customers file refere � ce purpose only, and was not taken into account in the preparation of . these de -,as MiTek has not independently verified the applicability of the design parameters or.the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the oerall building design per ANSI/TPI 1, Chapter 2. M ♦♦♦��,, •E IV q<B �o�i � s 0 39380 -o 0'. S TA 0 FkN i ••0 R t ? SS O N AI ,%;o Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Albani, Thomas l of 1 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T13302390 M1i1323 A COMMON 9. 1 Job Reference (optional) unamoers I 3x6 = t-on Fierce, i-L 6-7-13 6-7-13 O. I oub 0Cp I.,V IVa1tl, ink. vv I cv nUv i I D:a3B4PavKnnZweXyJckSFBgyuFUN-iltia6GS6xdm_ITrGI?CZC_I GrGmYZaVX1111xziuKK 17-0.0 21-7-3 27-4.3 34-0-0 $5-0-Q 4-7� 4-7-3 5-9-0 6-7-13 1-0.0 4.00 F12 45 = 6 27 2x3 II 25 26 28 2x3 II 3x6 5 7 3x6 4 8 3x4 � 3x4 3 9 24 17 16 15 30 31 14 13 12 2x3 11 4x6 = 3x8 = 3x8 = 4x6 = 2x3 I I 6-7-13 29 Scale=1:57.8 10 11 ,o Io 3x6 = 6-7-13 11 5-9-0 1 9-2-7 5-9-0 6-7-13 Plate Offsets X, -- 2:0-0-2,Ed e , 10:0-0-2;Ed e LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Well 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 WB 0.65 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 163 lb FT = 0% LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD 2 SP M 80 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2 I SP No.3 REACTIONS. (I i%size) 2=1362/0-8-0, 10=1362/0-8-0 Mox Harz 2=-179(LC 8) M x Uplift 2=-832(LC 10), 10=-832(LC 10) i FORCES. (lb) - lax. Corrip./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3=-3419/2395, 3-5=-2771/2031, 5-6=-2770/2152, 6-7=-2770/2152, 7-9=-2771/2031, 110= 3419/2395 BOT CHORD T' 7=-2132/3213, 15-17=-2132%3213, 14-15=-1269/2000, 12-14= 2132/3213, 10-12= 2132/3213 11 WEBS 14=-635/983, 7-14=-313/362, 9-14=-689/499, 6-15=-635/983, 5-15=-313/362, 15=-689/499 NOTES- 1) Unbalanced to f live loads have been considered for this design. 2) Wind: ASCE 7,10; Vuit=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) -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, Interi r(1) 20-4-13 to 31-7-3 zone;C iC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has b an 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 t e bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=832, 10=832. iI 6) Hanger(s) or of p r connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 47 lb up at 15-0-0, and 501 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. 11 7) In the LOAD CA E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) S landard 1) Dead + Roof Liv (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ("If) Vert: 1- L-54, 6-11=-54; 18-21=-20 Concentrated L ads (lb) Vert: 26'�-50(F) 27=-50(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Ver Design, for u a truss system411e building desiging Is always requstability fabricalion, stelivery, Satetylnformliable I design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M1F7473 rev. 101012015 BEFORE USE. only with MITek® connectors. This design Is based only upon parameters shown: and Is for an Individual building component. not use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the erection and bracingof misses and truss systems, seeANSVWII auafMyCdledo, DSB•89 and BCSIBuIrding Component from Truss Plate Institute„ 218 N. Lee Street. Suite 312. AJexandda VA22314, ' MiTek' 6904 Parke East Blvd. Tampa, FL 33610 II Job Truss Truss Type City Ply 62' Grand Carlton II I with porch T13302391 M11323 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL i 1-0- 7-8-5 -0- 7-8-5 u� 1 2 o� 3x12 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD BOT CHORD WEBS OTHERS REACTIONS. FORCES. (lb) TOP CHORD BOT CHORD WEBS I D:2GIScwwyY5hnGhXVARzUkuyuFUM-BURgnSH4tFIdcR21 qTW R6QXpvFX_H 1 Ufmh 1 bZNziu KJ 17-0-0 20-4-8 1 26-4.0 34.0-0 $5-00 6-5-12 3-4-8 5-11-8 7-8-0 Scale = 1:59.8 4.00 12 5x8 I I 6 2x3 11 2x3 11 5x6 W B - 22 7 3x6 2x3 4 5 8 3x4 3 9 21 23 14 10 11 'D 5xl2 MT18HS 0 13 12 5x12 = 2x3 11 3x6 = 2.00 12 10-6-4 20-4-8 26-4-0 34-0-0 10-6-4 9-10.4 5-141 8 7-8-0 1-15 Edge] [4:0-3-0 Edge] [10:0-0-6 Edgel SPACING- 1 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 2441190 Rep Stress Incr , YES WB 0.60 Horz(CT) 0.36 10 n/a n/a Code FBC2017/TPI2014 Matrir:-IVIS Weight: 155lb FT=0% BRACING- SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purllns. SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. SP No.3 *Except* WEBS 1 Row at micipt 6-14 2x4 SP M 30 SP No.3 tize) 2=1312/0-8-0, 10=131,=-8-0 ( Horz 2= 179(LC 8) ( Uplift 2=-803(LC 10), 10= 803(LC 10) ix. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3=-5529/3776, 3-5=-5164/3538, 5-6=-5209/3667, 6-7=-2424/1902, 7-9=-2462/1813, 10= 3195/2210 14=-3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=-1948/2995 14=-355/314, 5-14=-293/354, 6-14=-2175/3326, 6-13=-279/534, 7-13— 237/277, 13=-786/560, 9-12=0/269 NOTES- I 1) Unbalanced roo, live loads have been considered for this design. 2) Wind: ASCE 7- 0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34fh eave=6ft; Cat. Il; Exp C; Encl., GCpj=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, Inter! 1 (1) 20-6-4 to 31-7-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are M 120 plates unless otherwise indicated. 4) This truss has b en designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 5) . This truss has een 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 t le bottom chord and any other members. 6) Bearing at joint(l) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearnng surface. 7) Provide mecha lical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=803, 10=803. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Ve 1Y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 10/03/2015 BEFORE USE ' Design valid for u e only with Mnek® connectors. Thls design Is based only upon parameters shown, and is for an Individual building component, not a truss system. 8e pre use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building des(gn. acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• Is always requIre4 for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storciqb, delivery, rfledo, DSB-89 and SCSI BUOding Component Pla a Inastiitute, trusses s�iee aexaUlPa1 Blvd,' Safetylnformaflo ovallable from Tiruss Street, Suite 312 314 VAu22314, Tampa, FL 3610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302392 M1J323 A6 SPECIAL 1 1 � Job Reference (optional) cnamoers i 3x1 rori coerce, rL . ,.,... .,ter ,. �.. . . .... . .... ................. ...... ........... _ ..... -•-- -- - - -�- ID:2GIScwwyY5hnGhXVARzUkuyuFUM-fh_3?olieYtUEbdENA1 gfd4?AftlOQoo_Ln86gziuKl 8-11-11 16-0-0 18-0-0 20-4-6 25-11.15 34.0-0 $5-0•Q 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 B-0-1 0-0' Scale=1:61.9 4.00 12 6x8 = 5x6 = 5 6 2x3 3x4 6x6i WB% 5x6 WB-- 34 i 7 8 n 21 22 1 14 9 10 'n Ir 5xl2 MT18HS = 13 Im 1 3x4 = 12 11 5x6 = 2x3 I I 3x6 = 2.00 F12 , 1 10-6-4 15-0-0 6-0- 20-4-8 25-11-15 34.0-0 10-6.4 4-5-12 0- 4-4-8 5 7-7 8-0-1 Plate Offsets X,1 2:0-1-15,Edge], 3:0-3-0;Ed e , 5:0-4-0,0-2-3 , 7:0-2-7,Ed e , 9:0-0-6,Ed e LOADING (psf) it SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) 0.69 14 >590 360 MT20 244/190 TCDL 7.0 I 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 I Code FBC2017/TP12014 Matrix -MS Weight: 157lb FT = 0% LUMBER- BRACING - TOP CHORD 2 ,4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 3- ,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 4 SP M 30 WEBS 2 4 SP No.3 *Except* 5- 4: 2x4 SP M 30 OTHERS 2 4 SP No.3 REACTIONS. (I I/size) 2=1312/0-8-0, 9=1312/0 8-0 `x Horz 2=-169(LC 8) ax Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) - I ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -4= 5491/3336, 4-5=-5095/3071, 5-6=-2314/1551, 6-8=-2398/1533, 8-9=-3199/1981 BOT CHORD 14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12= 1731/3001, F 11= 1731/3001 WEBS 14= 492/513, 5-14= 1707/2959, 5-13=-405/196, 6-13=-179/522, 8-12=-893/660, 11=0/303 NOTES- 1) Unbalanced ro f 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 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 for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ (e drainage to prevent water ponding. 4) All plates are 20 plates unless otherwise indicated. 5) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss ha 'ben 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 � e bottom chord and any other members. 7) 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. 8) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803, 9=803. I1i Thomas A. Alban! PE No,30380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Ve Design valid for Iy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. se ody with MlTeke connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ' a truss system. building design. lore use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall acing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always require prevent for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sto , e, delivery, erection and bracing of trusses and truss systems, seeANSMII GualDy CrUotla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformahlOnavallable 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 porch T13302393 M1]323 ['Grand A7 SPECIAL b Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc.' Wed Feb 21 14:19:56 2018 Page 1 ID: W SJgpGwal Ppeur6hkgUjG5yuFUL-7tYRC7J LPsoLrlCQxuZvBrcAj3DQlsZxD? W ieGziu KH 1-0- 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 5-0- 0-0 8-10-10 5-1-6 6.0-0 5-11-15 .8-0-1 0-0 I Scale=1:60.8 I I 5x8 I 4.00 F12 4 5 2x3 Z�, 3x4 i 3 6 N I y 18 19 i n 2 11 7 8 ,c Ir 1 I 5x12 MT18HS = I� o O 10 9 Sx12 = 2x3 11 3x6 = 3x12 = 1 2.00 12 i I 10-6.4 14-0-0 20.4-8 2%11-15 34-0.0 I 10-6-4 3-5-12 6-4-8 5-7-7 8-0-1 Plate Offsets X, -- 2:0-1-15,Edge], 4:0-4-0,0-2-3 , 7:0-0-2,Ed e I LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 1 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 Vert(CT) -1.10 10-11 >369 240 MT18HS 2441190 BCLL 0.0 1 Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 Wa n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 147 lb FT = 0 LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2 SP No.3 `Except` 4- 1: 2x4 SP M 30 REACTIONS. (I ',size) 2=1312/0-8-0, 7=1312/0-8-0 M x Horz 2=-149(LC 8) 1 MIX Uplift 2= 803(LC 10), 7=-803(LC 10) FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3= 5484/3370, 3-4=-5116/3126, 4-5=-2229/1544, 5-6= 2448/1599, 6-7=-3169/1993 BOT CHORD 11=-3071/5219, 10-11=-1590/2874, 9-10=-1738/2968, 7-9=-1738/2968 WEBS 1 1=-419/443,4-11=-1466/2647, 4-10=-812/448, 5-10=-205/487, 6-10=-785/575, j9=0/272 NOTES- 11 1) Unbalanced ro f live loads have been considered for this design. 2) Wind: ASCE 7- 0; 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.,,,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 for members and forces &)MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ "a drainage to prevent water ponding. 4) All plates are M 20 plates unless otherwise indicated. fl 5) This truss has een 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 � e bottom chord and any other members. 7) Bearing at joint(, )-2 considers parallel to grainlvalue using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of be ng surface. 8) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=80317=803. I I Thomas A. Albani PE No.39380 MiTek USA, Inc, FL Cert 6634 I 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,201 f A WARNING - Ve Ily design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MI1-7473 rev. f0/0312015 BEFORE USE. Design valid for only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Be ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° building design. Is always require acing prevent for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stora e, delivery, erection and bracing of trusses and truss systems, seeANS&7pil Qualify Cdfmta, DSB-89 and BCS1 Bultding Component 6904 Parke East Blvd. Tampa, FL 33610 Safafyfntaana /�vallable from Truss Plate Institute; 218 N. Lee Street Suite 312, Alexandria, VA 22314. fi i Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302394 M1;1323 A8 SPECIAL 1 • 1 Job Reference (optional) ,nn IA -A —K 04 1A•40•r.7 On1A Pane 1 ,-namoers i russ, mc., rv, r r,a,a:d, 11 - - - ID:W SJgpGwalPpeupeur6hk9UjG5yuFUL-b36pQTItzAABc 1 0 q 8-8-4 12-0-0 15-8-4 1-4-822-0-0 24 _n17T A-A_A 3�-12 3-8-4 4-8.4 1-7-8 2-8-12 Scale=1:60.6 5x6 = 2x3 11 5x8 = 3x4 = 4.00 F12 4 21 5 6 22 7 20 20 �� 8 3 23 m v 20 1 I 2 13 g 10 N lr 1 5xl2 MT18HS = Im o d 12 11 j 5xl2 = aX4 = .4x5 = 3x12 2.00 12 i 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, - 2:0-1-15,Ed e , T0-5-%0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.78 Vert(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.08 12-13 >379 240 MT18HS 244/190 BOLL 0.0 Q Rep Stress Incr. ; YES . WB 0.69 Horz(CT) , 0.33 9 n/a n/a BCDL •10.0 II Code FBC2017(TP12014 Matrix -MS Weight: 154 lb FT = 0 LUMBER- II BRACING - TOP CHORD 44 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. WEBS 2 4 SP No.3 REACTIONS. iex /size) 2=131210-8-0, 9=13112 -8-0 Harz 2=-129(LC 8) I Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) - 'I ex. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-3=-5488/3444, 3-4=-5117/3183, 4-5=-3911/2497, 5-6= 2576/1770, 6-7= 2586/1779, -8=-2663/1762, 8-9=-3021/1971 BOT CHORD 13=-3143/5224, 12-13=-1956/3292, 11-12= 1369/2481, 9-11= 1705/2827 WEBS -13= 396/420, 4-13=-1028/1721, 5-13=-300/797, 5-12=-894/601, 6-12=-265/263, 12=-294/391, 7-11=-374/691i, 8-11= 535/502 NOTES- 1) Unbalanced ro 1f 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=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 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone -C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ'te drainage to prevent water ponding. 4) All plates a F20 plates unless otherwise indicated. 5) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss ha 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 joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of be ring surface. 81 Provide mech I connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803, 93. ,I Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - V '�lty design parameters and READ NOTES ON THlS AND INCLUDED M?EK REFERANCE PAGE M1M7473 rev 10/03/2015 BEFORE USE.� Design valid for a only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. building design. fore use, the building designer m6st verify the applicability of design parameters and properly Incorporate this design Into the overall I Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing , k' MOW Is always requirc tl for stability and toprevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSUIPII CuafBy Crdeda, DSB-89 and BCSI Building Companonf 6904 Parke East Blvd. Parke 0 SafelyInfotma navallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tam East P a, Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch 1 � T13302395 M11323 A9 HIP 1. 1 Job Reference (optional) chambers I russ inC FR Fierce, t-L o. i ou b aep i o cu i r rva i e-auuau rea, MC. a . . j�aye ID:etClcxC3ixVV?huts?ypJyuFUK-3FgBdpKbwTG353Mp3JbNGGidcs?ZDm3EgJ?b8ziuKF _ 1-0- 6-7-15 5 -2-14 20-4-0 4-0-0 74-1 34-0-0 5-0- 234-1 3 1 -1-0-0 -8-0 66-7-15 30-0 I I Scale=1:58.6 I 4x4 = 2x3 11 4x8 = i 4.00 12 3x4 = 4 24 525 26 6 27 7 2x3 2x3 3 B ' 23 28 m n 29 � 122 �1 2 9 10 N . Im p o 15 14 13 12 11 3x5 = I I ' 3x8 = 3x6 = 6x8 3x6 = 3x4 = 3x5 1 10-0-0 20-4-0 24-0-0 34-0-0 II 10.0-0 10-4-0 3-8-0 10-0-0 Plate Offsets X, -- 2:0-0-14,Edge], 7.0-5-4,0-2-0 9:0-3-14,0-1-8 LOADING (psf) 11 SPACING- 2-0-0 CSI. DEFL. to (loc) Well Lid PLATES GRIP TOLL 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 Vett(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 I Code FBC2017[TP12014 Matrix -MS Weight: 156 lb FT = 0 LUMBER- II BRACING - TOP CHORD 2 SP M 30 I TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc puriins. BOT CHORD 2x SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x SP No.3 I REACTIONS. (1 /size) 2=663/0-8-0, 9=346/0; 8-0, 13=1616/0-8-0 M x Horz 2=109(LC 9) M 'x Uplift 2=-430(LC 10), 9= 249(LC 10), 13— 928(LC 10) M x Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) FORCES. (lb) - ex. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3=-1275/1025, 3-4=-913/708,4-5=-829/705, 5-6= 565/807, 6-7— 565/807, 18=-104/278, 8-9= 341/235 i BOT CHORD 15=-836/1187, 13-15=-34/309, 11-13= 256/348, 9-11= 124/304 WEBS �15=-425/501, 5-15= 444/665,'5-13=-1215/1079, 6-13=-264/300, 7-11=-255/396, I11=-461 /521, 7-13=-837/703 NOTES- 1 1) Unbalanced ro live loads have been considered for this design. 2) Wind: ASCE 7- 0; 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 5-2-5, Exterior(2) 5-2-5 to 10-0-0, Interior(, 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 adequa'e drainage to prevent water ponding. 4) This truss has b ' en designed for a 16.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has een 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 t e bottom chord and any other members. 6) Provide mecha Ical 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 Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 21,2018 ® WARNING - Ve design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 01-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for u only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Be 're use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. 'acing 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, star , delivery, erection and bracing of trusses and truss systems. seeANSUM11 Quality Crlfeda, DSB-89 and BCSI BuRding Component 6904 Parke, East Blvd. Saletylnformatb vaitable from Thus Plate Instihrte„ 218 N. Lee Sheet Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch T13302396 M11323 GRA HIP 1 1 Job Reference (optional) L,namoers 1 russ,pfnc., run nerve, rL 11-1-1 17-0-0 3-1-1 5-10-19 CHORD MUST BE BRACED BY END JACKS, F DIAPHRAGM, OR PROPERLY CONNECTED -INS AS SPECIFIED. 9 7x10 4.00 12 4 3x6 3 10 29 28 27 3x6 11 3x6 = 6x8 = ID: etC1 cxC3ixVV?huls?ypJyuFUK-XSEZg9LDhnOwiDx?c06cpTEfaGKGyBpOvzlMFbziuKE '8-6-0 22-2-2 26-0-0 , 34-0-0 $5-0-Q 1-6-0 3-8.2 3-9-14 8-0-0 -0-0 4x4 = 11 14 17 6x10 ZZ 2�6 25 24 6x8 = 3x6 = 6x8 = Scale = 1:60.6 t2 22 23 ' N I6 0 4x4 = 8-0-0 i 11-1-1 18-6-0 26-0-0 34-0-0 8-0-0 3-1-1 7-4-15 7-6-0 8-0.0 Plate Offsets -- 2:0-2-2,Ed e , 3:0-3-8,Edge], 21:0-3-8,Edge], 24:0-3-8 0-3-0 , 27:0-3-8,0-3-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 29-32 >552 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 194 lb FT = 0 LUMBER- I BRACING - TOP CHORD 1 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purfins. BOT CHORD 2 '4 SP M 30 Except: WEBS 2 '4 SP No.3 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) - tvlax Harz 2=-179(LC 6) IMax 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) lyjax Grev All reactions 250 Iblor less at joint(s) except 2=487(LC 17), 27=2232(LC 13), 26=2929(LC 14), III 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, 118-20=-2230/1280, 20-21— 2230/1280, 21-22=-2271/1263, 6-9= 126/305, 9-11= 106/363, )1-14=-193/412, 14-17=-94/271, 19-21= 143/272 BOT CHORD 2-29= 247/677, 27-29=-189/540, 26-27= 779/446, 24-26=-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, j4-15_ 556/407,11-12=-254/54 NOTES- 1) Unbalanced r of live loads have been considered for this design. 2) Wind: ASCE 10- Vult=165mph (3-second dust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; End GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3)' Provide adequ'te drainage to prevent water ponding. 4) All plates are X3 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 he s 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 betwee the bottom chord and any other members. 7) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 1168 lb uplift at joint 27, 1465 6 uplift at joint 26 and 625 lb uplift at joint 22. 8) Girder carries ip end with a-0-0 end setback. 9) Graphical purl i i representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. er connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 10) Hanger(s) or "'26-0-0, and 67 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 ASE(S) section, loads applies to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33G10 Date: February 21,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid foi, se only with MITek® connectors. Ihls design is based only upon parameters shown, and Is for an Individual building component, not Wit a truss system. building deslg fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall !I Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always requlr for stablllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sto age, delivery, erection and bracing of trusses and truss systems, seeANSWII Quality CrSarfa, DSB-89 and SCSI BUtiding Component 6904 Parke East Blvd. Satelyinforma navallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62Grand Carlton III with porch � T13302396 M11323 j GRA HIP 1 1 Job Reference (optional) t;namoers i russ,l lnc., r-orl Merce, r-L ID: etC1 cxC3ixVV9 huts?ypJyuFUK-XSEZg9LDhnOwi Dx?c06cpTEfaGKGyBpOvzlMFbziu KE LOAD CASE(S) Standard 1) Dead + Roof Ive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Load ��3p Vert: = 54, 21-23=-54, 29-30=-2d, 24-29=-47(F=-27), 24-33=-20, 3-11=-126(F= 72), 11-21=-126(F=-72) Concentrated Loads (lb) Vert: �9= 641(F) 24=-641.(F) A WARNING - rlty design parameters and READ NOTES ON TR/S AND INCLUDED MITEKREFERANCE PAGE MI1--7473 rev. !0 OMOIS BEFORE USE ' Design valld for,use only with MHek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. E efore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design I Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required fabrication, stor for stablilty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the ige, delivery, erection and bracing of trusses and truss systems, se.eANSVWII Auailly Clffrr/ta, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety (nfann -vallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA22314. Tampa, FL 33610 it Job ss Truss Type city Ply 62' Grand Carlton II I with porch T13302397 M11323 pB HIP I 1 , 1 Job Reference (optional) c,... 1C on47 AnfT L, InA St,ieS Inn Wed Feb 21 14:20:01 2018 Pane 1 Chambers truss, nc., Foil riert:e,rL ...,.,..�..�r,,,�................................._..._-•---....--�-�--�- -�- I D:SrRaEyyrgO4M78G4raW BLWyuFUJ-TqM KFrNTDOedyW4NkR84uuK1 w4_?Q6XhNGETJTziuKC 1-0- I 8-0-0 13-8-0 17-0-0 0-4-0 26-0-0 34-0-0 5--00-- 8-0-0 5-8-0 5-8-0 -0-0 01-0-0 Scale=1:58.6 • I 5x8 MITI, = 4x10 = i 5x8 MT18HS = 4.00 FIT 2x3 11 4x6 = 2x3 11 I3 23 4 5 6 7 24 8 141 1 � n1 2 i i 9 10 t2 N ri1AAIm o d 16 15 14 13 i2 11 4x6 = 3x6 11 5x6 = 6x12 6x12 5x6 — MI I 4x6 — I — — I l f ' I I 8-0-0 13-8-0 20-4-0 26-0-0 34-0-0 8-0-0 5-8-0 6-8-0 5-8-0 8-0-0 Plate Offsets X, -- 3:0-5-4,0-2-8 5:0-3-0,Edge], 8:0-5-4,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES. GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 16-19 >820 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017AP12014 Matrix -MS Weight: 153 lb FT = 0% LUMBER- BRACING - TOP CHORD 0 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. BOT CHORD x4 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 14,7-13: 2x6 SP No.2 REACTIONS. Ib/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-8-0 ax Horz 2=90(LC 7) )lax Uplift 2=-853(LC 8), 13=-2590(LC 8), 9=-345(LC 8) I ax Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) FORCES. (lb) IMax. 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=-1296/2589, l3-9= 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= 1552l774, 4-14=-837/691, 7-13=-878/713, 8-13=-3635/1919. j�8-11=-432/1204, 6-14=-1453/2814, 6-13_ 3198/1807 NOTES- 1) Unbalanced ri 1 1Lof live loads have been considered for this design. 2) Wind: ASCE ; 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; End ��, GCpi=0.18, MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeq ate drainage to prevent wateriponding. 4) All plates are T20 plates unless otherwise ,Indicated. 5) This truss ha ;Ibeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss h 1S been designed for alive 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 betwee the bottom chord and any other members. 7) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint 2, 2590 Ib uplift at joint 13 and 3, 5 lb uplift at joint 9. 8) Girder carries: ip end with 8-0-0 end setback. 9) Hanger(s) or connection devices) shall be provided sufficient to support concentrated load(s) 967 ib down and 461 lb up at 26-0-0, and 9 ,ether 7 lb down and 461 lb up at 8=,0-0 on bottom chord. The design/selection of Such connection device(s) is the responsibility, �f others. 10) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Albani PE No.39380 1) Dead + Roof ive (balanced): Lumber Incre6se=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cart 6634 Uniform Load (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: -3=-54, 3-8=-131(F=-77), 8-10=-54, 16-17=-20, 11-16= 49(F=-29), 11-20=-20 Date: February 21,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03120f5 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. More use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building deslg', is always requ Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Pd for stability and to prevent collbpse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, st Safety Inform gage, delivery, erection and bracing of trusses and truss systems, seeANSWI F AualMy CrBedd, DSB-89 and SCSI Building Component 'Bo available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job i Truss Truss Type city, Ply 62' Grand Carlton III with porch i T13302397 M11323 GRB HIP 1 1 Job Reference (optional) cnamoers i russ, LOAD�CASE(S) Concentrated Vert: MR rrerce, rL and (Ib) 1(F) 11=-641(F) �. �,,,, � .,ter .. �.. ° .,� �,. ••,....�„•�,., ,•.... ...... ID:SrRaEyyrgO4M7BG4raW BLWyuFUJ-TgMKFrNTDOedyW4NkRB4uuK1 w4_?Q6XhNGETJTziuKC u I i ' A WARNING - Design valid f VOW design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1--7473 rev. 1010312016 BEFORE USE. rr use only with MITek® connectors: This design is based only upon parameters shown. and Is for an Individual building component, not ° a truss system building desic Before use, the building designer must vedty the applicability of design parameters and properly Incorporate this design Into the overall n. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent braying MiTek' Is always r fabrication, st Safety Inform led for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'rage, dellvery, erection and bracing of trusses and truss systems, seeANSYMI1 Quality CrBedo, DSO-69 and BCSI BuIldLV Component a x1lanivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply 62' Grand Carlton III with porch T1330239B M11323 J2 MONO TRUSS 8 • 1 Job Reference (optional) linamoers buss,! nc., 11111 11131ee, IL .,.. �.,�r .,. ......... ................. ..._. .. __ . __ _. ...__._ . __._ _�_ ID:xi?zSlzTbJCDIIrGPHt QukyuFUI-TgMKFrNTDOedyW4NkR84uuKBb47aQKfhNGETJTziuKC -1-0-0 2-0-0 1-0-0 2-0-0 Scale = 1:7.8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.01 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL OX Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 8 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I(Ib/size) REACTIONS. 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) iMax Grav 3=39(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb)l I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC I7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft B=52ft L=34fh eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lum jer DOL=1.60 plate grip DOL=1.60 2) This truss h s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss i�as 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 betwe)n the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide me hanical connection (by others), of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 lb uplift at joint 2 and 3 lb u�lift at joint 4. Thomas A. Albard PE No.39360 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 . Date: February 21,2018 ® WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED WEKREFERANCE PAGE MI1-7473 rev, 10/012015 BEFORE USE. Design valk for use only with Mliek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss sysle building de' 16'n. 6. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall &acing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" isalways re, fablicatiort fulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the itorage. dellvery, erection and bracing of trusses and buss systems. seeANSWIT GualAIyC 90do, OSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Infol haftnivallable 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 ' T13302399 M11323 J4 MONO TRUSS 8 - 1 Job Reference (optional) cnambers I 1 t-on Tierce, I-L 0. 1 ou b 0Cp I u cu 1 r IVII I GIB II luu-1 I—, 11IV. Y nyc I ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-yl wiTBN5_imUZgfal8fJR6sl_UP79nvgbwzOswziuKB 1-0-0 3x4 = Scale=1:11.1 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 14lb FT=0% LUMBER- I BRACING - TOP CHORD �4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD i 4 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 ax Harz 2=104(LC 10) ax Uplift 3= 80(LC 10), 2= 161(LC 10), 4=-7(LC 10) ax Grav 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (lb) }IMax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- I 1) Wind: ASCE ,-10; Vult=165mph (3-second Oust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft L=34ft; eave=6ft; Cat. II; Exp C; En I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumb r DOL=1.60 plate grip DOL=1.60 2) This truss ha .1 been designed for a 10.0 psf,bottom chord live load nonconcurrent with any other live loads. 3) ` This truss h is 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 betweei the bottom chord and any other members. 4) Refer to gird r(s) for truss to truss connections. 5) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 3, 161' Ib uplift at joint 2 and 7 lb uplift at joint 4. Thomas A. Alberni PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10103,2015 BEFORE USE. 9 P Design valid � r use only with MITekO connectors. This design Is based only upon parameters shown, and is for an individual building component not � a truss system. building des! Before use, the building designer must verify the applicability of design parameters and property Incorporate This design Into the overall n. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always req n, fabricatiost Satetylntorma06 red for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding,the rage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 AuaMy Cril DSB-89 and BCSI BuDding Component avaltable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply 62' Grand Carlton III with porch T13302400 M11323 J6 MONO TRUSS 8 • 1 - j Job Reference (optional) unamoers i russ, Inc., ror, rrercL, rL LOADING (p; TCLL 20 TCDL 7 BCLL 0 BCDL 10 LUMBER - TOP CHORD BOT CHORD REACTIONS. FORCES. (It NOTES- 1) Wind: ASCI II; Exp C; Ei shown; Lun 2) This truss h 3) *This truss will fit betw( 4) Refer to gin 5) Provide me joint 2 and f 1 3x4 = SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.36 Lumber DOL 1.25 BC 0.83 ' Rep Stress Incr YES WB 0.00 Code FBC2017/TP12014 Matrix -MP c4SPM30 (4 SP No.3 I b/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/Mechanical lax Horz 2=142(LC 10) lax Uplift 3=-131(LC 10), 2=-.194(LC 10), 4= 8(LC 10) lax Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown 6.0-0 Scale=1:14.6 DEFL. • in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.11 4-7 >629 360 MT20 244/190 Vert(CT) -0.12 4-7 >617 240 Horz(CT) -0.00 3 n/a n/a Weight: 20 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft L=34ft; eave=6ft; Cat. ,L, GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions ter DOL=1.60 plate grip DOL-1.60 s been designed fora 10.0 psf bottom dhord live load nonconcurrent with any other live loads. as 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 In the bottom chord and any other members. ;r(s) for truss to truss connections. -lanical connection (by others)'of truss to bearing plate capable of withstanding 131 lb uplift at joint 3, 194 lb uplift at lb uplift at joint 4. 1 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARN/N Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/032015 BEFORE USE. Design v .11 jfor use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not Nd a truss syste . Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building de Is always re gn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M iTe k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII Caalfly CfBeda, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Info aNanova fable from Truss Plate InWute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 I Job Truss Truss Type Oty Ply Carlton III with porch T13302401 M11323 J8 MONO TRUSS 20, 1 �62'Grand • Job Reference (optional) cnamoer5 i russ, lI rorL rrerUe, rL -1-0-0 I 3x4 ID:tP6jtz—j7xSx c_fXi4uz9yuFUG-uP1SutPMWJOCp_pyPZinWXybuH5UdhP73ES7woziuK9 LOADING (psf) I SPACING- 2-0-0 CSI, DEFL. in (loc) Well . Ud TOLL 20.0 Plate Grip DOL 1.25 TIC0.62 Vert(LL) 0.26 4-7 >367 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4-7 >319 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 j Code FBC2017/TPI2014 Matrix -MP LUMBER- I TOP CHORD 4 SP M 30 BOT CHORD 2x4 SP M 31 I REACTIONS. 1 /size) 3=188/Mechanical, 2=352/0-8-0, 4=103/Mechanical I ax Horz 2=180(LC 10) ax Uplift 3=-175(LC 10), 2=-228(LC 10), 4=-15(LC 10) t , ax Grav 3=188(LC 1), 2=352(LC -1), 4=145(LC 3) FORCES. (lb) -1 Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 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; Enc a, GCpi=0.18; MWFRS (directional) and C-C Exterior(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 zon 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 N s 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 betweei the bottom chord and any other members.. 4) Refer to girde -(s) for truss to truss connections. 5) Provide mech4nical 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 (b uplift at joint 4. Thomas A. Alban! PE No.39380 MiTak USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Design valid f Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. j use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. building desig'. Before use, the building designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing�A Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing y is always requ sT prevent i1pd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fage, dellvery, erection and bracing of trusses and truss systems, seeANSWI1 ABaICy CiBodd, DSO-69 and BCS1 BoNding Component IYI� eW 6904 Parke East Blvd.fabrication, Safety Infortriciflonavallable, 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 T13302402 M11323 KJ8 MONO TRUSS 4 1 - Job Reference (optional) � 1. nnf 1 nniT..L InA"i fries Inn Wed 1 14:20:05 201 R Pana 1 Feb_.. Chambers Ir SS, mc., MRrlBIGe, rL a.. --t, �.. �..,, ,.��,.... ���.....,.�..... ...... ....... _. ...__.____._ . _�- . I D:Lcg54J? LuEancmZr4Qb7W MyuFU F-Mcbr5CQ_Hd83Q809zHD02kUrohRsM 1 VGHuCgSEziuKB 1-I5-0 7-3-4 11-3-0 ' 1 5-0 7-3-4 3-11-12 Scale=1:20.3 4 2.83 12 3x4 I I 3 I 2 7 6 2x3 11 5 3x4 = 3x4 = 7-3-4 11-3-0 7-8-4 3-11-12 LOADING (p If) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 2C 0 Plate Grip DOL 1.25 TO 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 244/190 TCDL I'0 Lumber DOL ' 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 BCLL C 0 ' Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 6 n/a n/a BCDL 1 '0 I Code FBC2017/T'P12014 Matrix -MS o Weight: 44 lb FT = 0 /o LUMBER- BRACING - TOP CHORD i 2x4 SP M 30 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 orb-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS., (lb/size) 4=201/Mechanical, 2=466/0-11-5, 6=576/Mechanical I Max Horz 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. (1 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/523 BOT CHORD I 2-7=-687/1126, 6-7=-687/1126 WEBS 3-7=0/330, 3-6=-1236/755 NOTES- 1) Wind: ASC 7-10; Vult=165mph (3-secohd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14tt; B=52ft L=34ft; eave=6ft; Cat. II; Exp C;nc1. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This trus 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 betw ten the bottom chord and any other members. 4) Refer to gir' er(s) for truss to truss connections. 5) Provident � hanical connection (by others) of truss to bearing plate capable of withstanding 205 Ib uplift at -joint 4; 305 lb uplift at joint 2 and �86 lb uplift at joint 6. 6) In the LOA CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE() Standard 1) Dead + Ro f Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Lo ds (plf) Ve 1-2= 54 Trapezoida Loads (plf) Ve I: 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) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ®WARN/N -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev. 10103&015 BEFORE USE. Design vall' ifor use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss syste', building de . Betore use,lhe building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall gn. Bracing Ind�ated Is to prevent buckling of Individual truss web and/or chord members'only. Additional temporary and permanent bracing MiTek is always re' "wired for stability and Yo prevent collapse with possible personal Injury and property tlamage. For general guidance regarding the fabrlcatlon Safely lnfor►it storage, delivery, erectton and bracing of busses and buss systems seeANSUIPII CualllyCfHeda, DSB-89 and BCSI BaUdfnng Componanl 6904 Parke East Blvd. Tampa, FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 9 " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g, and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See SCSI. 1 0-/11 c1-2 c2-3 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves WEBS wide spacing, may require bracing, or alternative Tor 1 bracing should be considered. O ��� IN4 3. Never exceed the design loading shown and never inadequately braced trusses. aUstock materials on o a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a'$a&7 BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-1119' from outside edge of truss, 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOMT the environment in accord with ANSI/TPI 1. 'Plate location details available in M�Tek2D/20 software or upon request. NUMBERS/LEI7ERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at �rll Output, Use T or I bracing solacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted, BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where b2aringS (supports) occur. Icons vary but - -- © 2012 MiTek® All Rights Reserved 16. Do not -cut or alter truss -member or plate without -prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only, �b 18. Use of green or treated lumber may y pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: Nil ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is'notsufficient. - _ B=$iiD"esign Standard far-Braei 20. Design assumes manufacture BCSI: Building Component Safety Information, Guide to Good Practice for Handling, ' v ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate — ` Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015