Loading...
HomeMy WebLinkAboutTrussJob Truss Truss Type Qty Ply 2929766, s T25778913 2929766 A01 GR . HIP GIRDER 1 3 Job Reference (optional) t3unaers Plrstbource (rlant yliy, rL), - rtam L:ny, rL - ssbtii, t1.4Ju s Aug It) ZUZI ml I eK tnausmes, Inc. i Lie Vc1 Zb 7 b:l u:7 o ZuZI rage i . ID:8xsCadigXz7L7.JY75n?c3_yPpTC-OlYBpJzWQYtp9gomxasBC4L1oEy95ffUTyBzsCyPUki 11-4-0 5-0-0 10-0-3 15-2-2 20-4-1 25-5-15 307-14 35-9-13 40-10-0 L_ 45-10.0 47-2-0 4- 5-0-0 5-0-3 5-1-15 5-1-15 5-1-15 5-1-.15 " 5-1-15 . 5r0-3 5-0-0 1�4�0 Scale=1:83.0 5.00 12 3x6 1 [ 6x8 = Bx10 = 3x6 14x8 = . 6x8 = 4x6 = 4x8 = 4x6 = 8x10 = . 2 2728 29.3. 30 31 432 33 34 5 6 35 367' 8 37 9 3B 39 40 10 41 4243 11 1 12 T VI O - O 22 44 45 21 46 47 20 19 48 49 18 50 51 521 53. 54 . 16 15 55 56 14 57 58 13 4x8 � 3x6 4x12 = Bx10. WB= 4x8 =. 4x6 = 3x6. 11 4x6 = 4x6 7 ST1.5x8 STP= . . ST1.5x8 STP = 3x6 11 Bx10 ' W B = 48 5-0-0 10-0-3 15-2-2 20-4-1 25-5-15 :30=7-14 35-9-13 40-10-0 45-10-0:' J 55 0-0 5-0-3 5-1-15 5-1-15 :. _' 5-1-15 5-1-15 ; 5-1-15 5r0-3 5-0-0' Plate Offsets (X Y)-=' [1:0-7-6 Edge] [2:0-5-0 0-3-14] [11:0-5-0 0-3-14] [12:0-5-14Edge] LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (!oc) Vdefl: Ud PLATES: GRIP TCLL 20.0: Plate Grip DOL.: . 1.25 TC-. .0.18. Vert(LL) 0.58 17-18 >927 240 MT20 244/190 TCDL 20.0 .. Lumber DOLT : 1.25 BC:: 0.38 Vert(CT):: -1.12 17-18 >485 186 ' . BCLL 0.0 ' Rep Stress Incir NO WB 0.23:: Horz(CT), 0.15: 12 n/a n/a BCDL 10.0 Code FBC2020/TPl2014, Matrix-MSH Weight '1032Ib FT=20%: LUMBER- " BRACING - TOP CHORD 2x8 SP 240OF 2.OE *Except*. TOP CHORD: Structural wood sheathing directly applied or 6-0-0 oc puriins. 1-2,11-12: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 12=0-8-0 Max Horz 1=62(LC 24) Mai Uplift 1- 1.191(LC 8), 12— 1244(LC 8) .: MaxGraV 1=3595(LC 1), 12=3684(LC:1). FORCES. (lb) -Max. Comp./Max. Ten. -All forces_250 (lb) or less except when shown. TOP CHORD 1-2=-9229/3052, 2-3=r15197/5133, 34=-15194/5131, 4-5=-2241417596, 5-7=-22414f7596, 7-9= 22454f7623, 9-10=-1.5312/5217, 10-11— 8522/2922, 11-12=-9481/3191 BOTCHORD 1-22=-2755/8511; 21-22=-2752/8469,20-21.=-6687/20020, 18-20=-6687/20020, 17-18=-7521/22454, 16-17— 6741/201.13; 14-16=-6741/20113, 13-14=-5116./15312, 12-13=-2885/8749 WEBS 2-22=-39/579, 2-21=-2431/7220, 3-21=-699/402, 4-21=-5135/1757, 4-20=01337, 4-18=-857/2561, 5-18=-620/371, 7-17=-619/367, 9-17=-827/2497, 9-16=0/347, 9-14= 5099/1723, 10-14= 434/1791, 10713=-7239/2435, 11-13=-848/2944 NOTES- .... 1) 3-ply truss -to'be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows_: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows:.2x4 -.1 row at 0-9-0 oc, Except member 4-20 2x4 - 1 row at 0-8-0 oc, member 9-16 2x4.- 1 row at 0-8-0 oc. 2) All loads are considered equally.applied to all plies; except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7.16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=.0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the. use of this truss component.. . 6) Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Ind. PL Ceit6634 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 33616 will fit between the bottom chord and any other members. Date: 9) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 1191 lb uplift at joint 1 and 1244 lb uplift atjoint 12. October 27,2021 Continued on Daae 2 .� WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown,:and is for an individual building component, not . 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 A IVIiTek" Is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIITP11 Quality Criteria, DSB789 and SCSI Building Component .. 6904 Parke:East Blvd: Safety Information available from Truss.Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766. ( T25778913 2929766 A01 GR . HIP GIRDER 1 3 Job Reference (option 1 eunaers rtrsmource trtant yny, rLj, mart ary, rL - 06oc/, m4Su s Aug i o zuct mi i eK Inaustnes, rnc. i us uct ea i o: i a: i a eue r rage e ID:BxsCadi gXz7L7JY75n?c3_yPpTC-01:YBpJzWQYtp9gomxasBC4L1 oEy95ffUTyBzsCyPUki NOTES- 10) Hanger(s).or other connection devices) shall be provided sufficient to support concentrated load(s) 164 lb down and 128 lb up at 5=0-0, 168 lb down and 123 lb up at 7-0-12, 164 lb down and 123 lb up at 9-0-12, 164: lb down and 123 lb up at 11-0712, 164 lb down and 123 lb up at 13-0-12, 164 lb down and 123 lb up at 15-0-12, 164 lb down and 123 lb up at .17-0-12, .164 lb down and 123 Ib.up at 19-0-12, 164 lb down and 123 lb up at 21-0-12, 164 lb down and 123 lb up at 22-11-0, 164 lb down and 123 lb up at 24-9-4, 164 lb down and 123 lb up at 26-9-4, 164 lb down and 123 lb up at 2&9-4, 164 lb down and. 123 lb up at 30-9-4, 164 lb down and 123 lb up at 32-9-4, 164 lb down and 123 lb up at 34-9-4, 164 lb down and 123 lb, up at 36-9-4, and 168 lb down and 123 lb up at 38-9-4, and 389 lb down and 294 lb up at 40-10-0 on top chord; and 149 lb down at 5=0-0, 54 lb down at 7-0-12, 54 lb down at. 9-0-12, 54 lb down"at 11-0-12, 54 lb down at 1370-12, 54 lb down at 15-0-12, 54 lb down at 17-0-12, 54 lb" down at 19-0-12, 54 lb down at 21-0-12, 54 lb down at 22-11-0,,54 Ib down at 24-9-4, 54 lb down at 26-9-4, 54 lb down at 28-9-4, 54 lb down at 30-9=4, . 54 lb down at 32-9-4, 54 lb down at 34-9-4, 54 lb down -at 36-9-4, and 54 lb down at 38-9-4, and 149 lb down at 40-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.. " LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase --I .25 . Uniform Loads (plf) Vert: 1-2=-80,2-11=-80, 11-12=-80, 1-12=-20 Concentrated Loads (lb) Vert:2=-86(F) 6=-86(F) 11= 199(E) 22=-:113(F) 4=-86(F) 20=-46(F) 16=-46(F) 9=-86(F) .13=-113(F) 8=-86(F) 27=-86(F) 29= 86(F) 30=-86(F) 31=-86(F) 33=86(F): - 34=.86(F) 35=-86(F) 3686(F):37= 86(F.) 39=-86(F) 40=-86(F) 41=-86(F) 43=-86(F) 44=-46(F) 45=-46(F) 46=-46(F) 47= 46(F) 48=746(F) 49=-46(F) 50=46(F)' 51=-46(F) 52= 46(F) 53= 46(F) 54=-46(F) 55=-46(F) 56=46(F) 57=46(F) 58=46(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, -and is for an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always. required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPll Quality Criteria, DSB-99 and BCSI Building Component . 6904 Parke East Blvd. Saletylnlormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Oty Ply 2929766 { T25778914 2929766 A02 Hip - 1 1 Job Reference (optional) tiUllaerS rlrstbource (Plant Grty, rL),: Plant laty, hL - 33567, : ". 8.430 s Aug 16 2021 MI I ek Industries, Inc. -I-ue UCt 26 16:19:15 2021 Page 1 ID:7zz9ugCadLjFDfYaiO7XilyPokV-LOgxE??ny9BX0_x93?ufHVOLpl elZNKnwGg4x4yPUkg H14-10-10 22-11-0 30-11-6 45-10-0 47-2-0 14-10.10 ' .8-0-6 8-0-6 14-10-101-4-CY Scale=1:83.0 5.00 MF Bic10 = 4x8 - 6x8 = 3x6 11 2 21 3 4 5 4x6 - 6x8 = 8x10 - 6 22 .7 8 C. 1 9 � dI' Ia 16 15 14 13 12 11 10 4x8 G 4x6 — 8x10 WB= 4x8.=. 8x10 WB-_ 3x6 II ST1.5x8"STP= ST1.5x8 STP = 3x6 1I 4)0 = 48 d. 7-0-0 14.10-10 22-11-0-130-11-6 38=10-0 45-10-0:' 7-0-0 7-10r10 8-0-6 :... 7-10-10 7-0.0 . Plate Offsets (X,Y)-- [1:0-7-6,Edge], [2:0=5=0,0-3-14], [8:0-5-0,0-3-141, [9:0-5-14',Edge1; [11:0-3-8,0-2-01 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'." 0.28. Vert(LL) :. :0.48 13 >996 240 .' MT20 . 244/190' TCDL 10.0 Lumber DOL . . 1.25 BC 0.31 Vert(CT): 70.95 . 13 >569 186.. . BCLL 0.0 * Rep Stress Incr YES WB. 0.99 Horz(CT) 0.14 9 n/a n/a BCDL10.0 Code FBC2020/TP12014. Matrix -AS Weight: 338 lb FT = 20%. LUMBER- BRACING - TOP CHORb 2x8 SP 240OF 2.0E *Except* TOP CHORD Structural wood sheathing directly applied. 1-2,8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 3-16 WEBS 2x4 SP No.3 *Except* 8-11,3-16,6-13,3-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-6 Max Horz 1=-32(LC:15) Max Uplift 1=-143(LC 6), 9— 143(LC 7) Max Gray 1=1807(LC 1), 9=1807(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All.forces 250 (lb) or less except when shown. TOP CHORD. 1-2=-4319/391, 2-3=-3893/373, 375=-7658/778, 5-6=-76581718,.6-8=-6695/681, 8-9=-4322/393 BOT CHORD 1-16==327/3958; 14-16=-631/6666, 13.-14=-631/6666, 11-13=-628/6695, 10-11=-327/3946, 9-10=-324/3962 WEBS 2-16=-47/1220, 8-10=0/391, 8-11=-325/3006, 3-16=-3022/331, 6-11=-862/195, 7. 3-14=0/286, 6-13=-178/1068, 3-13=-176/1098, 5-13=-470/144 . NOTES- 1)' Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=120mph (3-second gust) Vasd=93mph; TCDL=4.2psf; BCDL=5.Opsf; h=1 Oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-0 to 4-4-7, Exterior(2R) 4-4-7 to 12-8-9, Intedor(1) 12-8-9 to 33-.1-7, Exterior(2R) 33-1-7 to 41-5-9, Exterior(2E) 41-5-9 to 45-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof live load: shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads: 6) * This truss has been designed for a live load of 20.bpsf 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 143 lb uplift at joint 1 and 143 lb,uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE. N16.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd- Tampa FL 33.610 Date: October 27,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeM 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 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, see . ANSIITPII Quality Criteria, DSB49 and BCSI Building Component . 6904 Parke'East Blvd. Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,,FL 36610 Job Truss Truss Type City Ply 2929766 '( T25778915 2929766 A03 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. I ue Uct 26 16:19:16 2021 Page 1 I D:BxsCadl gXz7L7JY75n?c3_yPpTC-pcEJSLOPjTGOOBW Lci PugjzRgRz31 rKw9wOeTW yPUkf r1-4-Q -5-7-6 15-10-10 22-11-0 29-11-6 40-2-10 45-10-0 47-2-Q 4- 5-7-6 10-3-4 7-0.6 7.0.6 10-3-4 5-7-6 -4-- Scale =1:83.5 6x8 4x4 = 2x4 11 4x6 = 4x4'= 5.00 12 6x8 = 4 23 24 5 25 6 7 26 8 27 28 9 17 16 15 14 13_ ST1.Sx8 STP— 4x6 = 10x12 = 4ic8 =' 10x12 =' 4x6 = ST1.5x8 STP- 5x6 = 5x8 = 9-0-0 15-10-10 22-11-0 29-11-6 ' 36-10-0 45.10-0 9-0-0 6-10.10 7-0,6 6-10-10 9.0-0 Plate Offsets (X Y)-- 12:0-4-0 0-2-14] [4:0-4-0,0-2-21, [9:0-4-0,0-2-2], [11:0-4-0;0-2-14]; [14:6-6-0,0-6-41, [16:0-5-8,0-6-41 LOADING (pso SPACING- 2-0-0 CSI. :DEFL. in (Ioc) Udefl Ud PLATES: GRIP TCLL 20.0. Plate Grip DOL . 1.25 TC. 0.58. Vert(LL) 0.51 15 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL : 1.25 BC 6.37 Vert(CT) -0.95 15 >578 180 . BCLL 0.0 Rep Stress Inor YES WB 0.94 Horz(CT) 0.16 11 n/a rda BCDL 10.0 Code FBC2020/TP12014. , Matrix -AS Weight: 318 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x8 SP 240OF 2.0E WEBS 1 Row at micipt 9-14, 4-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2— 136(LC 8) Max Uplift 2=-905(LC 10), 11=-905(LC 10) Max Grav 2=2398(LC 1), 11=2398(LC 1) FORCES. (lb) -Max. Comp,/Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD : 2-3= 5379/226B, 3-4=-5068/2126, 4-5=-6728/2849, 5-6=-7376/3071, 6-8=-7376/3071, . .8=9— 6710/2841, 9-10=-5067/2126, 10-11=-5379/2268. BOT CHORD 2-17=-1938/4909, 16r17=-1708/4616, 15 16= 2543/6707, 14-15=-2544/6707, 13-14=-1708/4615, 11-13=-1938/4909. WEBS 4-17=-110/536,:9-13= 110/534,9-14=-945/2447,4-16=-952/2461,8-14=-1029/514, 5-16==1029/515, 8-15=-261/823, 5-15=-262/822, 6-15=-544/313, 3-17=-339/266, 10-13=-339/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-4-13, Interior(1) 1.-4-13 to 4-9-1, Exterior(2R) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 32-7-1, Extedor(2R) 32-7-1 to 41-0=15, Interior(1) 41-0-15 to 44=2-0, Exterior(2E) 44-2-0 to 47-2-0 zone;C-C.for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 905 lb uplift at joint 2 and 905 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. p Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building cdmporient, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properlylncorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems; see . ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke.East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. Ply 2929766 1 ) T25778916 2929766 A04. Hip 1 1. Job Reference (option 1 tSunaers rtrstaource (Plant laty, t-L), Flan Ony, FL• - 33567, 8.430 s Aug 16 2021 Mt I ek Industries, Inc. I ue Uct 26 16:19:18 2021 Page 1 ID:8xsCadl gXz7L7JY75n?c3_yPpTC-I?L4t11 fF4W 6FSgkk7RMv82lgFW KmpADcEvkXPyPUkd �1-4-Q• 5-6-0 11-0-0 18-10-12 26.11-4 34-10-0 40-4-0 45-10-0 47-2-0 i-4.0 5.6.0 5-6-0 7-10-12 8-0-8 7-10-12 5.6-0 5.6-0 -4-- Scale =1:83.5 5x8 = 3x6 = 5.00 12 4 24 25 .26. ? 3x6 = 2x4 11 5x8 = 6 7 27 28 29 8 2x4 23 30 2x4 3 9 22 31 0 17 16 15 14 13 12 ST1.5x8 STP = 4x4 = 6x8 = 4x4 = 5x8 = 6x8 _ 4x4 = ST1.5x8 STP = 4x8.= 4x8 = 11-0-0 18-10-12 : 26-11-4 34-10-0 45-10-0 11-0-0 7-10-12 8-0-8 7-10-12 11-0-0 Plate Offsets (X,Y)-- [4:0-5-0,0-2-4],[8:0-5-0,0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/deft: L/d PLATES: GRIP TCLL 20.0. Plate Grip DOL . '. 1.25 TC..'.0.74. Vert(LL) . .0.51 14-15 >996 240 .' MT20 244/190 TCDL 20.0 Lumber DOL : 1.25 BC .0.95 Vert(CT) r0.97 14-15 >567 :180 .. . BCLL 0.0 ' Rep Stress Incr' YES WB 0.66.: Horz(CT) 0.19. 10 n/a n/a BCDL' 10.0 Code. FBC2020/TP12014 Matrix -AS Weight: 264 lb FT = 20%' LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP M 26 -Except` WEBS 1 Row at midpt 4-15, 5-14, 8-14 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max:Horz 2=163(LC 9) Max Uplift 2=-905(LC 10),10=-905(LC 10) MaxGrav 2=2398(LC 1), 10=2398(LC;1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD . .2.3=5291/2284, 3-4=4749/2004, 4-5=-5683/2481, 5-7=-5679/2478, 7-8=-5679/2478,. 8.9=-4750/2004, 9-10=-5291/2284 BOTCHORD 2-17=-1962/4852; 15-17=-1574/4289, 14-15= 2134/5683, 12-14=-1575/4290, 10-12=-1962/4853 WEBS 3-17=-608/414, 4-17=-63/573, 4-15=-647/1730, 5-15=-720/399, 7-14=-670/399, 8-14=-642/1724, 8-12=-65/575, 9-12=-607/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=16Omph_(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-9-1, Extedor(2R) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 30-7-1, Extedor(2R) 30-7-1 to 39-0=15, Interior(1) 39-0-15 to 44-2-0, Exterior(2E) 44-2-0 to 47-2-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 inallareas 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 905 lb uplift at joint 2 and 905 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and'is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly:incorporate this design into the overall' . 'building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always:required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses, and truss systems, see . ANS11TPI1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766,' f T25778917 2929766 A05 Hip 1 1 Job Reference (optional) tduuaers rtrstsource tenant ury, r-Lf, runt cny, rL - 0a001, . t1-4-Q 7--19.6-12 4• 7-1-11144 12-4-14 oI 0 ST1.5x8 STP = 48 O.YJV 5 HUg 1 U LUL I IVII I GR 11IUUJl11GJ, II Iv. I UG VN aV I /. I a.av ova I 1 ayo I I D:8xsCadl gXz7L7JY75n?c3_yPpTC-hOTgHi3vnimpVlg6rYUq_Z82k2EmEinW 4XOrclyPUkt 5x8 — 2x4 11 4x6 = 3x6 = . 5x8 = 5.00 12 4 26 27 5 6 7 28 298 Scale=1:83.5 (1 Iv 0 19 18 15 15 13 12 2x4 11 4k4 = 5x6 4x8 a 4x4 = 5x6 4x4 = 2x4: 11, ST1.5x8 STP = 4x8 = 7-1-14 13-0-0 19-6-12 26-3-4 32-10.0 38-8-2 45-10-0 7-1-14 5-10-2 6-6-12 6-8-8 6-6-12 5-10-2 7-1-14 Plate Offsets (X Y)-- [4.0-4-0 0-1-13] [6.0-3-0 Edge], [8.0-4-0 0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl: Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC:. .0.90. Vert(LL) 0.44 15-16 >996 240 MT20 244/190. TCDL 20.0 Lumber DOL 1.25 BC:: 0.76 Vert(CT) :0.8215-16 >668 486 BCLL 0.0 Rep Stress Incr YES WB . 0.72.: Horz(CT) 0.18: 10 n/a n/a BCDL 10.0 Code FBC2020/1-Pl2014, Matrix -AS Weight: 275 lb FT = 20 LUMBER- BRACING - TOP CHORD. '2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP M 26 'Except* WEBS 1 Row at midpt 7-16 14-17: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-233(LC 8) Max Uplift 2=-905(LC 10), 10=-905(LC 10) Max Grav 2=2398(1-13 1), 10=2398(LC,1) FORCES.' (lb) Max. Comp./Max. Ten. All forces'250 (lb) or less except when shown. TOP CHORD 2-3— 5260/2342, 3-4=44443/2072, 4-5=-4820/2323, 5-7=-4820/2323, 7-8=-4825/2326, 8-9=-4441/2071, 9-10- 5260/2342 BOT CHORD 2-19=-1986/4777, 18-19=-1986/4777,.16r18=-1566/3996, 15-16=-1915/4825, 13-15=-1565/3995,,12-13=-1987/4778, 10-12=-1987/4778 WEBS 3-19=0/299, 3-18=-942/468, 4-1 8=-1 63/573, 8-13=-160/570, 9-13=-943/470, 9-12=0/300, 8-15=-454/1199, 4-16=-447/1191, 7-15=-627/355, 5-16=-556/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extehor(2E) -1-4-0 to 3-3-0, Interior(1) 3-3-0 to 6-6-4, Exterior(2R) 6-6-4 to 19-6-12, Interior(1) 19-6-12 to 26-3-4, Exterior(2R) 26-3-4 to 39-3A2, Interior(1) 39-3-12 to 42-7-0, Exterior(2E) 42-7-0 to 47-2-0. zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 jive 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 905 lb uplift at joint 2 and 905 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown,. and is for an individual building component, not . g designer must verify the applicability of design parameters and property incorporate this design into the overall a truss system. Before use, the building 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, see . ANSI/Tpl1 Quality Criteria, DSB-h9 and SCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 t T25778918 2929766 A06, Hip. Job Reference (optional) builders Plrstsource triant city, PQl, Plant Chy, rIL - 33567, o.voU s nuy 10 4ue 1 Ivll 1 CR 11 N 1O111CJ, Il lll. I UC VUl GU , U.I.-� I —, . QU? , ID:8xsCadlgXz7L7JY75n?c3_yPpTC-9a1CV23W?ug6vPJPF?3XmgKFSf3zB5fJB7PBkyPUka 1-4- 7-6.0 15-0-0 22-11-0 30-10.0 38=4-0 45-10-0 -4- 7-6-0 7-6-0 7-11-0 7-11-0 : .. 7-6-0 7-6.0 scale=.1:84.9 5.00 F12 6x8 = 2x4 11 6x8 — 5 24 25 .6 26 27 7. 3x6 4x6 8 3x6 289 3 <23 22 29 .10 1:2 Iv .. :. .. 6 17 16 15 30 i4 31 13 :12 11 ST1.5x8 STP= 2x4 II 5X6 — 4x8 — 4x4:= 2x4 II • ST1.5x8 STP=: 48 .- . 4x4 = 5x6 = . 4x8 = 7-6-0 15-0-0 22-11-0 30-10-0 38-4-0 45-10-0 ' 0 7-6-0 7-11-0 7-11-0 :.. 7r6-0 7-6-0 Plate Offsets (X Y)-- [2.0-4-0 0-1-101; [4.0-3-0 Edge] 15.0-4-12 0-2-0] [7.0-4-12'0-2-0] 18.0-3-0 Edge] [10.0-4-0 0-1-101 LOADING (psf) SPACING- 2-0-0'' CSI. \ DEFL. in (Ioc) I/defl: Ud PLATES GRIP TCLL 20.0: Plate Grip DOL.: 1.25 TC . .0.47. Vert(LL) . . 0.32 : 14 >999 240 MT20 244/190: TCDL ': 20.0 Lumber DOL 1.25 BC.. 0.44 Vert(CT):-0.6512-14 >850 180 . BCLL 0.0 ' Rep Stress Incr YES WB '0.58:: Horz(CT) . 0.17: 10 n/a rVa BCDL 10.0 Code FBC2020/TPI2014" Matrix -AS Weight: 267Ib FT=20%' LUMBER- BRACING - TOP CHORD. 2x4 SP M 31 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16, 9-12 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=260(LC 9) Max Uplift 2— 907(LC 10), 10=-806(LC 10) Max Grav 2=2708(LC.15), 10=2603(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5900/2358; 3-5=-4680/2000, 5-6=-4693/2169, 6-7=4693/2169, 7-9= 4684/2011, 9=10=-5921/2410 BOT CHORD 2-17=-2060/5558, 16=17==2060/5558, 14-16=-1531/4310,.12-14=-1540/4131, 11-12=-2112/5395, 10-11=-2112/5395 WEBS 3-17=0/340; 3-16=-1331/569, 5-16=-1521838, 5-14=-302/863, 6-14=-692/458, 7-14=-291/859,7-12— 165/843, 9-12=,13.49/616, 9-11=0/346 NOTES: . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=.160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-3-0, Interior(1) 3-3-0 to 8-6-4, Exterior(2R) 8-6-4 to 21-5-12, Interior(1) 21-5-12 to 24-4-4, Exterior(2R) 24-4-4 to 37-3-12, Interior(1) 37-3-12 to 41-3-0, Exterior(2E) 41-3-0 to 45-10-0 zone;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp•DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the. use of this truss component. . 4) Provide adequate drainage to prevent water ponding. 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 20.0'psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 907 lb uplift at joint 2 and 806 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.a6d.1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and'is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M!Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. , ANSYTP11 Quality Criteria,.. DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .... Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 I r T25778919 2929766 A07. Roof Special 1 1 Job Reference (optional) ttunders FlrstSource (F9ant uty, FL), viant arty, t-L - 33b6/, ts.43D s Aug I zuzl MI I eK Inausines, Inc. t ue UC1 ZO ]a: I U:ZJ zue I rage I ID:BxsCadlgXz7L7JY75n?c3_yPpTC-6z9zwk5o4d8OMDYhXg1XcBmZVGExR17ymVcVDcyPUkY 28-11-8 28-7-0 .. rt-4-q 5-10-0 11-8.0 15-0-0 20-8-0 26-4-0 28-2-8 33-11-1 4 7-12 45-10-0: -10-0:5-4-8-0 4-8-12 7-2-4 0-4-8 Scale=1:88.2 5x6 = 5.00 F127 5x6 = 2x4 11 5x6 9 . Ex4 I 6 29 30 7 8 3x6 9x5 5 3110 3x6 28 11. 2x4 3x6 � 4 12 ST1.5x8STP=- 3 32.: 27 ST1.5x8 STP 1 2 13ed Ia 33 20 34 19 35 18 36 17 37 38 16.15 14 0 46 — 2x4 11 ST1.5xB STP - 3x6 — 5x8 = 3x8; 3x6 = 46 = 6x8 = 46 = .. - 28-11-8 28-7-0 5-10-0.20-Br0 26-4-0' - 2%8 - 37-412 4540-0 5-10-0 5-10-0 " : 9-0-0 . 5-8-0 1-10-8 8-5-0 Plate Offsets (X Y)-= [6:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20:0 Plate'Grip DOL.: . 1.25 TC 0.87. Vert(LL) ' . -0.20 17-19 >999 240 MT20 : 244/190. TCDL 20.0.. LumberDOL: .' 1.25 BC.: 0.86 Vert(CT):-0.41 14-16 >999 180 . BCLL 0.0 Rep Stress Incir YES W B . 0.81 Horz(CT) 0.07. 13 n/a n/a . BCDL 10.0 Code FBC2020ITP12014_ : 1; . Matrix -AS Weighf: 249 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 15-18: 2x4 SP No.2 WEBS 1 Row at midpt 6-19, 6-17, 8-17, 10-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 19=0-8-0, 13=0-8-0 Max Horz 2=293(LC 9) Max Uplift 2=-268(LC 10), 19=-1384(LC 10), 13=-510(LC 10) Mai Grav 2=197(LQ 19), 19=3341(LC 2); 13=1776(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250, (lb) -or less except when shown. TOP CHORD 2-3=-28/1061, 3-5=-941/1657, 5-6=-793/1621, 6-7= 1281/527;.7-8=-1281/527, 8-9=-2038/915, 9-10=-2087/889, 1.0-12=-3477/1326, 12-13= 3642/1316 BOT CHORD 2-20=-1091/81, 19-20=-1.091/81; :17-19= 244/428, 16-17=-475/1836, 14-16= 804/2503,. 13-14=-1104/3291 WEBS 3-20=-642/226, 3-19=-845/1344, 5-19=-420/334, 6-19= 2704/1370, 6-17=-840/21 0 1, 7-17=-520/354, 8-17= 1008/509, 8-16=-315/137; 10-16=-993/498, 10-14=-293/1009, 12-14=-528/333, 9-16=-357/1147 NOTES- 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3.3-0, Interior(l) 3-3-0 to 10-5=0, Extedor(2R) 10-5-0 to 19-7-0, Interior(1) 19-7-0 to 264-0, Exterior(2R) 26-4-0 to 33-2-0, Interior(1) 33-2-0 to 41-3-0, Extedor(2E) 41-3-0 to 45-10-0 zone; porch left exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 8-6-0 tall by 2-0-0 wide will fit between the bottom.chord and any other members, With BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint '2, 1384 lb uplift at joint 19 and 510 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum , : Joaquin Velez PE. No.68182 sheetrock be applied directly to the bottom chord: h7iTek USA Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND, INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. D esign valid for use only with MiTekO connectors. This design is based only upon parameters shown, and -is,for an individual building component, not �° a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building,design., Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary andpermanent'bracing MiTek" is always required.for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems; see , ANSIITP11 Quality Criteria, DS6r-99 and BCSI Building Component .. 6904 Parke East Blvd. Saletylnformation available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply 2929766 1 r T25778920 2929766 AM Roof Special e 1 1 Job Reference (optional) t3unaers r-Irsioource trlaoi uny, rL/, rram ldiy, rL - 00001, -Y.9 + ��� •�� ���„��, ,,,�• , �� •,�, �� , I D:8xsCadl gXz7L7JY75n?c3_yPpT. C-a9j L746orwG FzN7t40Ym9PlipgaiAVP579M313yPUkX 1-4- 5-6-0 11-0-0 11713 17-0-12 22-4-0 28-7-0 34-10-0 41-3-8 45-10-0 4- 5-6.0 5-6-0 : 0- - 3 5-5-0 5-3-4 6-3.0' 6-3-0 6-5.8 4.6-8 Scale=1:86.5 5x6 = 3x6 11 8 5x6 = 5xl2 — 29 30 3x6 5.00 12 4 5 4x6 — 9 3x6 �: 25 7 5x6 = 3x4 II 3 .10 11 X26�2�72 ST1.5xB STP = ' N �. 24 IN ., 2 o .32. .19 33 2x4 11. 18 17 16 15 : 14. 13 12 2x4 II ST1.5x8 STP= 46 3x8 = 3x8 = 4x4 = ST1.5x8 STP= . 46 — 6x8 = 4x6 = 6x8 =. ' S 6 0 11-7-13 11- -0 22-4-0 28=7-0' 34-10-0 41-3-8 45-10-0 5.6-0 6-1-13 .: 0-6-3 10-8-0 6-3-0 6-3-0 6,5-8 4-6-8 Plate Offsets (X Y)-- [4.0-3-0 0-2-4] [12•Edge 0-3-12] [16.0-3-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc). Udefl Ud PLATES, GRIP TCLL 20.0: Plate GripDOL.: '.1.25 TC: .0.96. Vert(LL)..-0.2916-18 >999 240 .' MT20 ".244/190 TCDL 20.0 Lumber DOL': 1.25 BC : .0.89 Vert(CT) .-0.63 16-18 >648 180. BCLL 0.0 ' Rep Stress Incr YES WB 0.74 : Horz(CT). . 0.06 12 n/a n/a . BCDL 10.0 Code FBC2020/TP12014, , Matrix -AS Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end vertical's. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 12-14: 2x6 SP No.2 WEBS 1 Row at midpt 3-18, 10-12, 6-18, 9-15 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 18=0-8-0 Max:Horz 2=31 O(LC 9) Max Uplift 12=-.507(LC 10), 2=-264(LC 10), 18=-1385(LC 10) Max Grav 12=1485(LC 1), 2=163(LC 19),:18=3130(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . .2=3=0/923, 3-4=-935/1858, 4-5=-774/1480, 5-6=-77411480, 6-7=-1702/650, 7-8=-1738/815, 8-9=-1747/824, 9r10=-2610/1039 BOT CHORD 2-19=-979/28; 18-19=-979/28, 16-18=0/433, 15-16=-379/1671, 13-15=-778/2328, 12-13=-1219/2969 WEBS 3-19=-661/195, 3-20= 898/1465, 18-20=-982/1545, 5-18=-868/532, 7-16=-977/625, 10-12=-3095/1372, 6=18=-2389/1113, 6-16=-761/1796, 9-13=-16/526, 8-15= 255l797, 7-15=-323/58, 9-15=-1039/457, 10-13=-667/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second: gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-0-0, Extedor(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 25-7-0, Extedor(2R) 25-7-0 to 31-7-0, Interior(l) 31-7-0 to 42-8-4, Exterior(2E) 42-8-4 to 45-84 zone; end vertical right exposed; porch left exposed;C-C for members and forces.& MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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-507 lb, uplift.at joint 12, 264 lb uplift at joint 2 and 1385 lb uplift at joint 18. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. . 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not wt a truss system. Before use, the buildingdesigner 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 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, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - ... Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 i T25778921 2929766 A09: Roof Special 1 1 Job Reference (optional) [3unaers rIrsioource frlani lAiy, I-L), riant IAIy, rL - 30oul, 0.90U 5 r Uy 10 LUL 1 IVII I UK IIIUUbu1Ub, II IG. I UC V t GO I V.1 acU cvc 1 Faye 1 ID:BxsCadlgXz7L7JY75n?c3_yPpTC-WXg5Ym7gMYWzDgHGCpbEEgO6QTFTeMJOSTr9pxyPUkV i1-4-Q 4-7-13 9.0-0 ti-8-0 20-4-0 28.7-0 36-10-0 _, 39-3-8 44-3-8 45-10=p 4- 4-7.13 4-4-3 :.2,8-0, 8-8-0 8-3-0 8-3-0 2-5-8 1 5-0-0 11.6.8'. Scale=1:86.5 5x8 = 7 .28 29 6xe 5.00 12 2x4 11 6x8 =so 4x4 4x4: 11 4 5 8: 6x8 = 3x6. _ .. . 2x4 �� 24 5 26 27 9 . 11 ST1.5x8 STP = .3 10 .. 23 Iln `r .2 Q 31 32 19 18:. 17 16 :. 15 14 .. 13 12 x8.2x4 11 3x8 = 46 3x6 ST1:5STP= .. 4x6 3x6 = .. ST1.5x8 STP= 6x8 = 3x6 = 6z8 7-0-6 11-8-0 20-4-0" 28-7-0 36-10-0 : 39-3-8 , 45-10_0 " 7-0.6 4-7-10 8-8.0 8-3-0 8-3-0 .2-5-8 6-6-B Plate Offsets (X Y)-- [4:0-5-0 0-2-8] [6:0-2-12 0-4-0] [10:0-3-0 0-2-41 LOADING (psf) SPACING- 2-070' CS'- :DEFL. in (loc) I/defl. Ud PLATES:' GRIP TCLL 200. Plate Grip DOL : 1.25 TC .0.76. Vert(LL) :. -0.17 12-13 >999 240 .. MT20 244/190, TCDL 20.0 . Lumber DOLT : .. 1.25 BC 0.94 Vert(CT) .: -0.40 12-13 >999 180 . BCLL 0.0 " Rep Stress Incr YES WB 0.91 :' HOrz(CT). 0.09 12 n/a n/a . BCDL 10.0 Code FBC2020/TP12014 . Matrix -AS Weight: 269 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,6-7,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-18, 6-15, 8-15, 9-12 WEBS 2x4 SP No.3 *Except* 6-18: 2x4 SP M 31, 11-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 18=0-8-0; 12=0-8-0 0 Max'Horz 2=321(LC 9) Max Uplift 2=-279(LC 9), 18=-1403(LC 10), 12=-503(LC 10) Max Grav 2=92(LC 19), 18=3232(LC 1), 12=1458(.LC 1) FORCES. (Ib) -Max. Comp./Max. Ten.'- All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-49/1041, 3-4=-198/1357,.4-5=-1039/2043, 5-6=-1044/2045, 6-7=-1761/809, 7-8- 1759/811, 8-9=-2701/1177; 10-11 =-276/207, 11-12=-287/223 BOTCHORD 2-19=-1064/61, 18=19=-1354/523, 16r18=-335/1398, 15-16=-332/1405,.13-15=-924/2510, 12-13i:A 058/2647 WEBS 4-18=-1199/1276;5-18=-628/390, 6-18=-3746/1673, 6-16=0/347, 6-15=-164/273, 7-15=-126/658, 8-15=-1126/549; 4-19— 1080/440, 3-i9= 470/446, 8-13=-42/407, . 9-12=-2709/1148 NOTES- 1) Unbalanced roof live. loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mpn"(3-second: gust). Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=loft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 1-8-0, Interior(j) 1'-8-0 to 6-0-0, Extedor(2R) 6-0-0 to 12-0-0, Intedor(1) 12-0-0 to.25-7-0, Extedor(2R) 25-7-0 to 31-7-0, Interior(1) 31-7-0 to 41-3-8; Extedor(2R) 41-3-8 to 44-3-8, Extenbr(2E) 44-3-8 to 45-8.4 zone; end vertical right exposed; -porch left exposed;C-C.for members and forces & MWFRS for reactions shown; Lumber"DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent waterponding. 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 279 lb uplift at joint 2, 1403 lb uplift at joint 18 and 503, lb uplift at joint 12.:. Joaquin Velez PE, No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum M]Tek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date:. . October 27,2021 . & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. . . Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown; and is for an individual building component, not �° . A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design., Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek` is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke: East Blvd. Safety Information. available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 t t T25778922 2929766 p A10 Roof Special 1 1 Job Reference (optional) tluucers ruslaource trianl t ny, rLl, rianl L111y, rL - M3or, o.vau b r uy 10 cuc 1 m I CR IIIUUJIIICJ, II— 1 UC — — I I U. 1 ID:BxsCadi gXz7L7JY75n?c3_yPpTC;_kOU16817reggqsSmW 6Tmi wHAtai NpZYh7ajMOyPUkU 1-4- 4-7-12 9-0-0 11-8.0 20-4-0 28-7-0 W-10.0 39-3-8 44-3-8 5=10- 4- 4-7-12 4-4.4 21i 8.8-0 8-3-0 8-3-0 2-5-8 5-0-0 1-6-8 Scale=1:86.5 .. . 5x8 = 28 29 = 5.00 12 6x8 2x4 11 6xB = 4x4 4x4. 11 4 5 8 6x8 — 3x6 = 2x4 24 5 26 27 9 11 ST1.5x8STP= 3 10 j 23 IN _ 1 . 2 .3 1: 32 19 17 14 18 16 .. 15 .. 13 12 3x6 ST1.5x8 STP= : 4x6 2x4 11 3x8 = 3x6 = ST1.5x8 STP= 46 6x8 r 3x6 = 6x8 = 7-0-6 11-8-0 20=4-0: 28-7-0 36-10-0 : 45-10-0 7-0-6 4-7,1.0 8-8-0 8-3-0 8-3.0 9-0-0 Plate Offsets (X Y)-- [4:0-5-0 0-2-81 [6:0=2-12 0-4-01 [10:0-3-0 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl: Ud -PLATES GRIP TCLL 20.0: Plate Grip DOL. 1.25 TC :. 0.76. Vert(LL) : -0.17 12-13 >999 240 MT20 244/190. TCDL ' : 20.0 Lumber DOL': 1.25 BC: .0.94 Vert(CT) :: 70.40 12-13 >999 186. . BCLL 0.0 * Rep Stress Incir YES WB 0.91 Horz(CT) 0.09. 12 n/a n/a BCDL: 10.0 Code FBC2020/TPI2014.. Matrix -AS Weight: 269 lb FT = 20%, LUMBER- BRACING- " TOP CHORD. 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,6-7,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-18, 6-15, 8-15, 9-12 WEBS 2x4 SP No.3 *Except* 6-18: 2x4 SP M 31, 11-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 12=0-8-0 Max Horz 2=321(LC 9) Mai Uplift 2- 279(LC 9), 18=-1403(LC 10), 12= 50.3(LC 10) Max Grav 2=92(LC 19), 18=3232(LC 1), 12=1458(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD .2-3=-49/1041, 3-4=-198/1357,_4-5=-1039/2043, 5-6=-1044/2045, 6-7=-1761/809, 7-8=-1759/811, 8-9=-2701/1177, 10-11=-276/207, 11-12=-287/223 BOT CHORD 2-19=-1064/61, 18-19= 1354/523, 16-18=-335/1398, 15-16=-332/1405, 13-15— 924/2510, 12-13='-105B/2647 — WEBS 4-18=-1199/1276; 5-18=-628/390, 6-18=-3746/1673, 6-16=0/347, 6-15=-164/273, 7-15=-126/658, 8-13=42/407, 8-15=-1126/549, 9-12=-2709/1148, 4-19— 1080/440, 3-19=-470/446 NOTES- 1) Unbalanced roof live, load's have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second: gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=loft; Cat. 11 Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-0-0, Exterior(2R) 6-0-0 to 12-0-0,.Interior(l) 12-0-0 to 254-0, Exterior(2R) 25-7-0 to 31-7-0, Interior(1) 31-7-0 to 41-3.8, Exterior(2R) 41-3-8 to 44-3-8, Exterior(2E) 44-3-8 to 45-8-4 zone; end vertical right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements. specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 2791b uplift.at joint 2, 1403 lb uplift at joint 18 and 503 Ito uplift at joint 12. Joaquin Velei PE. No.68182 8) This truss design requires that a minimum;of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert6634 sheetrock be applied directly to the bottom chord.. 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, andis 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 aMOW always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems-, see ANSIITPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 t 1 T25778923 2929766 All Roof Special 1 1 Job Reference (optional) nuijoers rlrsmource trlani VRy, rLl, ream LAW, rL--oaoo/,. o.—a nuy.u—,rvu,—uwumnw, nip- iuo--,..,a.. . ,aUo, ID:BxsCadi gXz7L7JY75n?c3_yPpTC-w6W EAnAZfTuY480t(BxsSOaihG7d5r8R3gQGyPUkS 1I 5-2.5 7-0-0 11-8-0 18-4-0 28-7-0 37-3-8 42-3-8 45-1%1 4- 5-0-5 11-11 4-8-0 6-8-0 10.3-0 8-8-8 5-0-0 3-6.8 Scale=1:86.5 5x8 = 8 28 29 6x8 5,00 12 Sx8 2x4 II 7x10 _ Bx8 = 5x6 2x4 O 4 5 :7 9 32 4x6 3 30 31 11 r ST1.5x8 STP = 24 25 26 29 N m 1 2 O 3 . 3 34 19 35 .18. 17 1.6 .. .. 15 14.. 13 12 3x6 = ST1.5x6 STP = 3x6 — 3x6 = 3x8 = 4xl2 = STt.5x8 STP = . 4x6 _ - 6x8 = 4x6 = 46 11 7-0-0 11-8-0 18-4.0 28-7-0 37-3-8 45-10-0 7-0.0 4-8-0: 6-B-0 10-3-0 B-8-8 8-6.8 Plate Offsets (X Y)-- [4.0-5-12 0-2-8] [6.0-6-4 Edge] [9.0-6-4 0-4-0] [10.0-3-0 0-2-4] [12-Edge 0-3-8] [13.0-2-7 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d 'PLATES, GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC :. 0.95, Vert(LL) .. 0.22 19-22 >649 . 240 - . MT20 244/190, TCDL 20.0 Lumber DOL. . 1.25 BC: ',0.94 Vert(CT):. -0.41 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr I YES WB .0.97, : Horz(CT) 0.08 12 n/a n/a , BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 265lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8,8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 9-15, 11-13, 7-15 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 6-18 11-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 12=0-8-0 Max Horz 2=319(LC 9) Max Uplift 2= 331(LC 10), 18=-1297(LC 10), 12=-530(LC 10) Max Grav 2=247(LC.19), 18=2974(LC.1), :12=1523(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All forces:250 (lb) or less except when shown. TOP CHORD 2-3=0/694, 3-4=0/858, 4-5= 938/1882, 5-6=-938/1882, 6-7=-1940/766, 7-8=-1951/930; . 8-9=-1937/922, 9-10=-2577/1226, 10-11=-2143/1062, 11-12=-1444/735 BOT CHORD 2-19=-735/0, :18-19=-884/99, 16-18=-404/1478, 15-16=-559/1846, 13-15=-1047/2644 WEBS 5-18=-559/357,-6-18=-3677/1628, 8--15==146/736, 9-15= 1068/561, 9-13=-829/481, 10-13=-254/820, 11-13=-879/1914, 7-16=-485/437, 7-15=-342/130, 6-16=-387/743, 4-19=-1025/388, 4-18=-1452/1735, 3-19=-384/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-0.0, Exterior(2R) 4-0-0 to 10-0-0, Interior(1) 10-0-0 to 25-7-0, Extedor(2R) 25-7-0 to 31-7-0, Interior(1) 31-7-0 to 39-3-8, Exterior(2R) 39-3-8 to 42-8-4, . Exterior(2E) 42-8-4 to 45-8-4 zone; end vertical right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to, the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 331 lb uplift at joint 2, 1297 lb uplift at joint 1.8 and 530 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE ROAM82 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: October 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,;and'is for an Individual building component, not^ 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 individual truss web chord members only. Additional temporary and permanent bracing MiTek' prevent of and/or Is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems; see. . ANSVTPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type pty Ply 2929766 l ) T25778924 2929766 Al2. Roof Special 1 1 Job Reference (optional) timaerS first jource (Plant l:ny, t-L), Plant u ny, rL - 33b67, - - 8.43U s Aug 15 ZU21 MI I eK IndUStneS, Inc. I ue UCt Z6 16:19:3U 2U21 rage 1 ID:BxsCadl gXz7L7JY75n?c3_yPpTC-PJ4cO7ABOml Pi lbl RefAOgYIT4ceaC8_N5pNziyPUkR 11-4-Q 3-5-15 50 1�1-8-0 16-4-0 -0 1035-3-8 40-3.8 4 -3 2%' 5-10-0 i-4- .. 3-5-15 1-6-1-0-6.8-0 ' 4-8-0 22 5-8-3 6r6-13 6 5-0-0 5.6-8 Scale=1:86.5 5x6 = 8 .29 30 5x12 = 3x6 i 5x6 = .: 7 9 .5.00 12 2x4 7x8 11 2x4 11 5X8 = 33 4x4 I _,� 31 32 ST1.5x8 STP = 4 5 11 w 2J. jI °o 23 1 2 . IN di dPd 34 35 19 36 .18. 17. 16 15 14.. 13 12 . 4x6 — 3x6:= ST1.5x8 STP= -, 4x6 = 3x6 = 3x8 = 3x6 = - ST1.5x8 STP= 6x8 = 3x6 _ 6x8 5-0-0 11-8-0 16-4.0 22-0.3 28-7-0: 35.3-8 40-3-8 45-10-0 ' 5-0-0 6.8-0 . 4-8-0 5-B-3 6-6.13 6.8-8 Sr0-0 5.6-8 Plate Offsets (X,Y)-= [4:0-2-12,0-5-4]; [10:0-3-0,0-2-4], [12:0-4-8,0-3-0]' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell : Ud PLATES GRIP TCLL 20:0: Plate Grip DOL.: . 1.25 TC: .0.95. Vert(LL) . 0.20 18-19 >689 240 .: MT20 244/190. TCDL 20.0 . Lumber DOL . 1.25 BC...0.92 Vert(CT):: -0.60 12-13 >680 180. .. BCLL 0,0 Rep Stress Incr YES WB 0.79 Horc(CT) 0.09: 12 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. 12-14: 2x4 SP No.1 WEBS 1 Row at midpt 6-18, 9-15, 10-12, 4-18 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 12=0-8-0 Max.Horz 2=322(LC 9) Max Uplift 2=-386(LC 10), 18=-1223(LC 10), 12=-549(LC 10) Max Grav 2=362(LC 19), 18=2795(LG 1); 12=1.569(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 280 (lb) or less except when shown. TOP CHORD 2=3=-193/1274, 3-4=-47/1190, 4-5=-862/1851, 5-6=-862/1851; 6-7=-2374/1028, 7-8=-1977/1040, 8-9=-1971/1034; 9-10=-2553/1311, 10-11=-276/193, 11-12=-298/233 BOT CHORD 2-19=-1.125/155, 18-19=-1036/53, 16-18=-454/1380, 15-16=-732/2126,.13-15=-1013/2532, 12-13=-673/1580 WEBS 5.18=-549/345, 6-18=-3552/1616, 6-16=-297/797, 7-15=-567/218, 5-15=-362/905, 9-15=-980/518, 9-13=-653/412, 10-13=-467/1285, 10-1 2=-1 872/909, 4-19=-844/266, 4-18=-1873/2155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-0-0, Exterior(2R) 2-0-0: to 8-0-0, Interior(1) 8-0-0 to 25-7-0, Extedor(2R).25-7-0 to 31-7-0, Interior(1) 31-7-0 to 37-3-8, Extedor(2R) 37-3-8 to 42-8-4, Extedor(2E) 42-8-4 to 45-8-4 zone; end vertical right exposed; porch left exposed;C-C.for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use Of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSlfTP1 1.angle to grain formula. Building designer should Verify capacity of bearing surface. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable, of withstanding 386 lb uplift at joint 2, 1223 lb uplift at MiTek USA, Inc. FL Cert 6634 joint 18 and 549 lb uplift at joint 12. 6904 Parke East Blvd. Tampa FL 33610 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Date: October 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 A MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss. Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610" Job Truss Truss Type Qty, . Ply 2929766: i tr T25778925 2929766 A13GR Roof Special Girder 1 1. Job Reference (optional) CuuOers rIrsibource (Plant uny, rL), Plant uny, rL - 33b6f, - - - - 6.43U S Aug 16 2021 MI I ek Inrlustnes, Inc. I us Uct 26 16:19:32 2021 Page 1 . - ID:8xsCad1gXz7L7JY75n?c3_yPpTC=LhCMppCRyOH6xbkQY3ieT5d7AuLY24jHrPIU1byPUkP 11-4-Q 3-0-0 , 7-4-0 11-8.0 14-4.0 , 21-5-8 28-7-0 : 33-3-8 38-3-8 42-0-12 45-10-0 -4- 3-0-0 4-4-0 4-4,0 2-8.0 7-1.8 7-1-8 4-8-8 5-0-0 3-9-4 3-9-4 Scale=1:86.5 5x6 = 8 .. 5x12 = 5x6 = 3x6 9 7 5.00 gT1.5x8 STP 2x4 11 = 11 . 4x6 5x6rZ 2x4. 11 5x12 = 12 a' 3 .. 4x6 .1 2 dr 1Nm. 0 21 30' 31 32 .2Q 33 '_ : 19 18 17 16 15 34 35' 14 13 q 3x6 = ST1,5x8 STP= .. 4x6 4x6 = 3x8 = 3x6 = 5x8 = ST1.5x8 STP= 6x8 = 46 = 3x6 11 3-0-0 11-8-0 14-" 21-5-8 28-7-0 33.3-8 42-0-12 45-10-0 3-0-0 B-8-0 2-8-0 7-1-8 7-1-8 4-8-8 8-9-4 3-9-4 Plate Offsets (X,Y)--[3:0-3-0,0-2-4],[10:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20:0 Plate Grip DOL. 1.25 TO: 0.81. Vert(LL) : . 0.33 20-21 >422 240 .: MT20 :.244/190. TCDL 20.0 LumberDOL1.25 BC-:.6.77 Vert(CT):: -0.44 14-15 >930 .180 .. BOLL 0,0 Rep Stress Incr NO WB. . 0.91' , Horz(CT) 0.09 13 n/a h/a . BCDL 10.0 Code FBC202OTrPI2014,' Matrix-MSH Weight: 252 Ito FT=20% ,. LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied or 3-0.3 oc.pudiins, 6-8: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-17 12-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 20=0-8-0, 13=0-8-0 Max:Horz 2=322(LC 7) Max Uplift 2=-492(LC 8), 20=-1266(LC 8),.13=-569.(LC 25) Max Grav 2=526(LC 17), 20=2813(LG2), :13=1758(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 833/968, 3-4=-724/866, 4-5=-820/20591 5-6=-820/2059, 6-7=-2966/959, 7-8= 2251/844, 8-9= 2199/855, 9710=-2604/969, 10-11=-1843/695, 11-12=-1816/599, 12-13= 1757/569 BOT CHORD 2-21=-927l734, 20,-21=-846/211, 18-20=-506/1577, 17-18=-759/2805, 15-17=-700/2626, .. 14-15= 509/1914 WEBS 3-21=-350/142, 4-21=-430/810, 4-20=-1964/1258, 5-20=-328/187, 6-20= 3780/1410, 6-18=-362/1333, 7-17=-896/335, 8-17=-394/1245, 9=17=-990/343, 9-15=-518/283, 10-15=-285/1062, 10-14=-518/168, 11-14=-321/2,18, 12-14=-521/1870 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl.; GCpi=0.18; MW FRS (directional); end vertical right exposed; porch left exposed; LumberDOL=1.60 plate grip DOL=1.60 . . 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 2, 1266 lb uplift at joint 20 and 5.69 lb uplift at -joint 13. 8) Hanger(s):or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 78 lb up at Joaquin Velez PE No.68182 3-0-0, 62 lb down and 72 lb up at 5-0-12, 62 lb down and 72 lb up at 7-0-12, and 62 lb down and 72 lb up at .9-0-12, and 62 lb' MiTek USA, Inc. FL Ceit 6634 down and 72 Ib up at 11-0-12 on top chord, and 57 ]b down and 34 lb up at 3=0-0, 22 lb down.and 16 lb up at 5-0-.12, 22 lb down' and 16 lb up at 7-0-12, and 22 lb down and 16 lb up at :9-0-12, and 19 lb down and 24 lb up at 11-0-12 on bottom chord.. The 6904 Parke East Blvd. Tampa FL 33610 design/selection of such connection device(s) is the responsibility of others. Date:. 9) In the: LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). OCtObef. 27,2021 Continued on Daoe 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek' is always:required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - .. Tampa, FL 36610 Job Truss Truss Type oty Ply 2929766 T25778925 2929766 A13GR . Roof Special Girder 1 1 Job Reference (optional) -Verity desinar me ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. AWARING VNedesign t Design valid for use only with MTek® connectors. This design is, based only upon parameters shown; end 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 RR AA MiTek' . is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSYTP/f. Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke:East Blvd: Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 I T25778926 2929766 B01 GR . Half Hip Girder 1 1 .. Job Reference (optional) t5uneers rtrslbource triam clly, rt-1, rianl uny, rt_ - a3ao/, -1-4-0 10.10-4 1r4=0 .10-10-4 5x6 = 5.00 12 3 16 17 18 19 0.4JU S NUy 10 ZUZ 1 IVII I eK II IUUSIrIeS, Inc. I ue Ucl 40 I o: I y:0'1 4U4 1 raye I ID:8xsCadl gXz7L7JY75n?c3_yPpTC-H4J7DVDhU?XgAvuogUk6ZWjUViOEWzAaljnb6UyPUkN 16-10-4 23-0-0 6-0-0 6-1-12 3x4 = 04 = 2x4 11 4 .20 .21 5 22 6 Scale=1:40.9 4x12 = 23 24 7 5-0-0 5-10-4 6.0-0 6-1-12 Plate Offsets (X Y)-- [3:0-3-0 0-2-4] [5:0=2-0 Edge] {9:0-2-4 0-2-01 [10:0-3-8 0-1-81 LOADING (pso SPACING- 2-0.0 CSI. DEFL. in (loc) 1/deft: Ud PLATES:' GRIP TCLL 20:0. Plate Grip DOL. . 1.25 TIC 0.76. Vert(LL) . 0.26 .9-10 >999 - 240 MT20 244/190: TCDL 20.0 Lumber DOL 1.25 BC 0.75 Vert(CT).. :0.50 .9-10 >543 180, . BCLL 0.0 ' Rep Stress Incr - NO WB. 0.98; Horz(CT) 0.09 8 n/a n/a -; BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 110lb FT=20%: .LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-4 ocpudins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. 2-11: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 3-12,6-9,4-10: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=04-0, 2=0-8-0 Max Horz 2=158(1_13 8) Max Uplift 8=-619(LC 5), 2= 652(LC 8) ' Max Grav 8=1832(LC 1), 2=1819(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3852/1182, 3-4=-5218/1750, 4-6=-4112/1383, 6-7=-4112/1383, 7-8=-1718/649 BOT CHORD 2-12=-1133/3494, 10-12=-1139/3474: 9-10=1750/5218 WEBS 3-12=0/406, 7-9==1422/4227, 3-10= 667/1927, 6-9=-767/471, 4-10=-395/330,' 4-9=-1174/389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph•(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60:plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 4) Provide adequate drainage to prevent water ponding. 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 619 Ib uplift at joint 8 and 652 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and .128 lb up at 5-0-0, 164 lb down and.123. Ib•up. at 7-0-12, 164 lb down and 123 lb up at 9-0-12, 164 lb down and 123 lb up at 11-0-12, 164 lb - down and 123 lb up at 13-0-12, 164 lb down and 123 lb up at 15-0-12, 169 lb down and 123 lb up at 17-0-12, and 169 lb down and 123 lb up at 19-0-12, and 169 Ito down and 123 lb up at 21-0-12 on top chord, and 149 lb down at. 5-0-0, 54 lb down at 7-0-12, 54 Joaquin Velei PE No.63182 lb down at 9-0-12, 54 lb down at 11=0-12, 54 lb down at 13-0-12, 54 lb down at 15-0-12, 54 lb down at 17-0-12, and 54 lb down at MiTek USA, Inc: FL Ceit 6634 19-0-12, and 54 lb down at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of 6904 Parke East Blvd. Tampa FL 33610 others. Date:. 9) In. the LOAD CASE(S) section, loads applied to the. face of the. truss are noted as front (F) or back (B). October 27,2021 Gd►61E 02indard WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building comporient, not . a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing /� M�Tek' ' is always: required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information available from Truss. PlateInstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL 36610' - Job Truss Truss Type Qty, .. Ply 2929766 T25778926 2929766 B01 GR . Half Hip Girder 1 1. .: Job Reference (optional) . & WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. r.� Design valid for use only with MITek® connectors. This design is based only upon parameters shoi ✓n, 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 overalli` _ . . building_design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing , R A iTek' Is always: required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB789 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 :... Tampa, FL 36610' Job Truss Truss Type Qty Ply 2929766 - 1 r T25778927 2929766 B02 Half Hip 1 1 Job Reference (optional) t3UlltlefS hlfSlb'OUfCe (Ylant filly, rL), Ylant Glty, f-L - :1Jbti/, t1.43U S Aug 7 b ZUG7 MI eK Ir1Ol15IDe5, Inc.Ue UG[ 1-10 lb: l a:ao zcz r rage ID:BxsCadi gXz7L7JY75n?c3_yPpTC-IGtVRrEKFJfho3T?ECFL5jFev5MoFSYXNW8ewyPUkM 1-4-0 7 0 0 15 0 0 23-0-0 1-4-0 7.0-0 8-0-0 B-0-0 Scale=1:40.9 0 5x8 = 2x4 11 3. 15 16 17 4. 18 3x10 = 19 5 3x4 = b 3x4 = 2x4 II r412 = 4x6'11 7-0-0 .: 15 0 0 23 0 0 0 8 0 0 B-0-0 Plate Offsets (X Y)-- [2:0-1-6 Edge] [3:0=5-0 0-2-41 [6:Edge 0-3-81 LOADING (pso SPACING- 2-0-0' CSI. :DEFL. in (loc) ' I/deft Ud "PLATES: GRIP TCLL 20.0 Plate Grip DOL.: . 1.25 TC:. 0.78, Vert(LL) : 0.13 : 7-9 >999 240 .: MT20 244/190: TCDL 20.0 LumberDOL: 1.25 BC:: 0.73 Vert(CT): 429 . 7-9 >936 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 HOrz(CT) •. 0.05, 6 n/a n/a BCDL 10.0 Code FBC2020lfP12014. Matrix -AS Weight:"108 lb FT = 20%: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-7 5-6: 2x4 SP No.2 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 2=203(LC 10) Max Uplift 6=-41O(LC 7), 2=-494(LC 10) Max Grav 6=1140(LC 1), 2=1252(LC i) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (16) or less except when shown. . TOP CHORD . 2-3=-2247/948, 3-4=-2168/950, 4-5=-2168/950, 5-6=-1059/537 BOT CHORD 2-9=-959/1992, 7-9=--962/.1983 WEBS - 3-9=0/325, 4-7=-696/431, 5-7=-972/2208 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-9-1, Exterior(2R) 279-1 to 11-2-15; Interior(1) 11-2-15 to 19-10-4, Exterior(2E) 19-10-4 to 22-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 6 and 494 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, M6. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 .:Date: October 27,2021 '® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MIT" 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 propery incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . , . . MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss. Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766. 1 r T25778928 2929766 B03: Half Hip 1 1 Job Reference (optional) 4x4 9-0=0 5x6 2x4 11 4 1617 18 5 19 6 3x4 = 3x4 = 16-0-0 IiUllUers mrsibource tvianl L:IIy, t-Li, - t Tani Ury, t-L - labor, OAJU 5 /%U9 10 ZUZ 1 IV111 UK 11MUSUMb, I11U. 1 Ue VUl ZU 1 U. r e:JU ZUZ 1 Faye 1 ID:BxsCadl gXz7L7JY75n?c3_yPpTC-DTRteBFyOcnYQD2BnvmaexogHVhV_u5t11 GhAMyPUkL -1-4-0 , 7-1-10 9-0.0 16-0.0 23-0-0 1-4-0 7-1-10 1-10-6 7-0-0 7-0-0 Scale=1:40.9 if 0 5x8 = 3x6 11 2300 a-u-u Z-0-0 7-0-0 Plate Offsets (X Y)-- [4:0-3-0 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Vdefl L/d 'PLATES. GRIP TCLL 20.0 Plate Grip DOL... 1.25 TC' 0.74 Ve.rt(LL) 0.14 10-13 >999 240 MT20 . 244/190 TCDL 20.0. LumberDOL 1.25 BC: 0.83 Vert(CT).-0.3610-13 >756 180 .. BCLL 0.0 * Rep Stress Incr YES WB . 0.95:: Horz(CT) 0.05 7 n/a n/a . BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 115 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=247(LC 10) Max Uplift 7=-416(LC 10), 2=-487(LC 10) MaxGrav 7=1140(LC 1), 2=1252(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 2-3=-2167/936, 3-4=-1927/898, 4-5=-15741726, 5-6=1574/726, 6-7=-1067/553 BOT CHORD 2=10=-998/1942, 8-10=-832/1697 WEBS 4-10=-202/579, 5-8=-630/404, 6-8=-799/1725, 3-10=-451/30B NOTES- 1) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft, L=24ft; eave=9ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-1, Exterior(2R) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 19-10.4, Exterior(2E) 19-10-4 to 22-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a,10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 7 and 487 lb uplift at joint 2. 7) This truss design requires that a minimum,of 7/16" structural wood sheathing be applied directly -to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Ina FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: October. 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE." ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Ni .. . . 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 iTek* is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing ot trusses and truss systems, see. ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type - Qty, Ply 2929766 i r T25778929 2929766 B04 Half Hip 1 1 Job Reference (optional) timaers t-Irsi6ource (F9ani uty, FL), ' viam Lally, I-L - 3Jbb f, tl.4JU S Hug 1b ZUZI MI I eK InausineS, Inc. I ue VCt Zb 16:1 `J:J/ ZUZI rage 1 ID:BxsCadl gXz7L7JY75n?c3_yPpTC-hf?FsW GanwvPl MdNLdHpA8LzTvl PjTDO_h?FioyPUkK B-5-0 11-0-0 17-0-0 23.0-0 1-4-0 B-5-0 . 2-7-0 6-0-0 6-0-0 Scale=1:41.9 5x6 — 3x8 - 3x4 II 4 15 16 5 17 6 3x8 = 1-0-0 Plate Offsets (X,Y)- [2:0-4-13,0-1-12], [4:0-3-0,0-2-4] 4xb 2x4 I,I 6x8 = 17 0.0 23-0-0 6-0-0 6-0.0 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/deft: Ud PLATES; GRIP TCLL 20.0: Plate'Grip DOL : . 1.25 TC 0.84. Vert(LL') .. . 0.17 10-12 >999 240 - MT20 . 244/190. TCDL 20.0 Lumber DOL . .. 1.25 BC .0.79 Vert(CT) . -0.36 10-12 >752 186 . BCLL 0.0 Rep Stress Incr YES WB 0.45. HOrz(CT), 0.05: 7 n/a n/a . BCDL 10.0 Code FBC2020lrP12014. Matrix -AS Weight: 129 lb FT = 20%. -LUMBER- BRACING - TOP CHORD.'2x4 SP No.2 TOP CHORDStructural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-9: 2x6 SP No.2 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=292(LC 10) Mai( Uplift 7=-424(LC 10), 2= 479(LC 10) . . Max Grav 7=1140(LC 1), 2=1252(LC 1) FORCES. (lb):, Max. Comp./Max. Ten. - All forces250 (lb) or less except when shown. TOP CHORD . .2-3=-2068/869, 3-4=-1722/789, 4-5� 1499l738 BOT CHORD. 2-10=-964/1818, 8-10=-648%1139: 7-8=-548/1135 WEBS 3-10=-527/374, 4-1 0=-1 17/439, 5-10=-236/466, 5-7=-1407/683 NOTES- 1) Wind: ASIDE:7-16; Vult=160mph (3-second:gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. ' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-O.to 1-8-0, Interior(1) 1-8-0 to 6-9-1, Exterior(2R) 6.9-1 to 15-2-15, riterior(1) 15-2-15 to 19-10-4, Exteri6r(2E) 19-10-4 to 22-10-4 zone;C-C for. members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 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 424 lb uplift at joint? and 479 Ib uplift at joint 2.. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 . MiTek USA, Inc: FL Cert 6634 6984 Perke East Blvd. Tampa FL 33610 Date: October 27,2021 'A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE, MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy_incorporate this design into the overall building design.. Bracing Indicated is lc prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r► MiTek"_ is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB789 and SCSI Building Component, 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 i T25778930 2929766 B05 Half Hip 1 1. Job Reference (optional) Builders FirstSource (Plant (Aty, FL), Plant fifty, FL - 33567, 8.430 s Aug 16 2021 MITek Industries, Inc. Ile UCt 26 16:19:38 2021 Page 1 ID:8xsCadigXz7L7JY75n?c3_yPpTC-ArZe3sHCYE1GfWCavKo2jMtB5JO1SoD9DLIoFFyPUkJ 6-6.0 13-0-0 18-0-0 23-0-0 r1-4-0' 6-6.0' 6-6-0 5-0-0 5.0-0 Scale=1:41.5 5x6 = 3x4 = 3x4: 11 :4 16 17 18 5 19 6 3x4 = 3x4 = .. 3x8 6x8 2x4 11 6-6-0 : 13-0-0 .23-0-0 6-6-0 ...6-6-0 .10-0-0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] LOADING (pso SPACING- 2-0-0 CSI. :DEFL, in (loc) ' Well Ud PLATES GRIP TCLL 20.0. Plate Grip DOL. '.1.25 TC.. 0.59: Vert(LL):. -0.35: 7-8 >791 240.-.: MT20 244/190 TCDL 20.0 Lumber DOL : 1.25 BCi .0.76 Vert(CT) ' -0.60 7-8 >455 180. . . . BCLL 0.0 ' Rep Stress Incr YES WB. 0.91.: Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 122 lb FT = 20 % . LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-9: 2x4 SP No.t WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=337(LC 10) Max Uplift 7= 434(LC 10), 2=469(LC:10). Max Grav 7=1280(LC 15), 2=1394(LC.15): .. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces:250 (lb) or less except when shown. TOP CHORD 2=3=-2551/878, 3-4=-1631/590, 4-5=-1423/624 BOT CHORD. 2-10=-1054/2355, 8-10=-1054/2355, 7-8=-435/882 WEBS 3-8=-10}0/471,5-8=-276/788,5-7=-j254/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.16; Vult=160mph (3-second gust)- Vasd=1 24mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft;.Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-9-1, Exterior(2R) 8-9-1 to 17-2-15, Interior(1):17-2-15 to 19-10-4, Extedor(2E) 19-10-4 to 22-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof :live load shown covers rain loading requirements specific - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 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 between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 434 lb uplift: at joint 7 and 469 Ib uplift at joint 2; 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly.to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182, MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building co_ mporient, 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 q {�ITW is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see . ANSUTPIr Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd, Saletylnlormation available from Truss, Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 i r T25778931 2929766 B06 Half Hip 1 1. Job Reference (optional) t3Ullaers mrstbource tenant Ulty, t-L), mant laty, I-L - 33bbt, - - 6.43U S Aug 16 2U21 MI I eK Industries, Inc. I us UCt 26 16:19:3B ZU21 rage 1 ID:BxsCadl gXz7L7JY75n?c3_yPpTC-ArZe3sHCYE1 GfWCavKo2jMt8JJMYSrx9DLIoFFyPUkJ 1-4-0 7-6.0 15.0-0 23.0-0 7-6.0 7-6-0 8-0-0 8x8 —_ Scale=1:42.9 3x4 — 5.00 F12 4 13 5 61 l.bxb 1 2 a J:Ir =. - .. 8 14 r 3x4 — — 9' 2x4 II 3x4 = 7 3x4 _ 6 6x8 = 7-6-0 15-0-0 23 0 0 7-6-0 7-6-0 B-0-0 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0=5-0,0-2-4], [5:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 " CSI. :DEFL. in (loc) ' I/defl Ud PLATES:" GRIP TCLL 20.0 Plate Grip DOL.. 1.25 TC:..0.77 Vert(LL) : -0.15 : 6-7 >999 240 ". MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 430 . 9-12 >910 180.. . BCLL 0.0 * Rep Stress Incr YES WB . 0.74 Horc(CT)" 0.06' 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 . Matrix -AS Weight: 121 lb FT = 20%: " LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD- Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-7, 4-6 5-6: 2x4 SP No.2 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 2=381(LC 10) Max.Uplift 6=-446(LC 10), 2=-457(LC 10) Max Grav 6=1294(LC 15)12=1403(LC 15). FORCES. (lb) -Max. Comp./Max.. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2=3=-2470/947, 3-4=-1364/532, 5-6=-300/223 BOT CHORD". 2-9=-1189/2275, 7-9=-1190/2267, 6-7=-577/1157 WEBS 3-9=0/309, 3-7=-1197/668, 4-7=7180/809, 4-6=-1421/712 NOTES- 1) Wind: ASCE 7-16; Vult=160mph"(3-second gust)_Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=3ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 71-4=0 to 1-8-0, Exterior(2E) 1-8-0 to 19=10-4, Comer(3) 19-10-4 to.22-10-4 zone;C-C for members: and forces & MWFRS for reactions shown; Lumber DOL-- plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live. loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint.6 and 457 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and,1/2" gypsum sheetrock be.applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: October. 27,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not "into . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design 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 TQ.ks is always. required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the IVI� l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss, Plate* lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .... Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 t T25778932 2929766 B07 Half Hip 1 1. Job Reference (optional) builders mrSlJOurce (rlant Gny, I-L), mart Ldty, rL - JJS6/, - - - 6.4JU s Aug 16 2U21 mi I eK maustneS, Inc. I Ue UCt 2fi 16:1 V:4U 'Luzi rage 1 - I D:8xsCadi gXz7L7JY75n?c3_yPpTC-6EgOUYIS3rH_UgMyOlrW onzVh60PwmpSgfEvJ7yPUkH 1-4-0 , 6-8-2 12-10-7 16-4-0 23-0-0 1-4.0 6-8-2 6-2-5 3-5.9 6-8-0 5x6 _ Scale = 1:45.2 3x6 = 5.00 F12 - 6 7 4x4 3x4 = 3x4 = : 4x8-= 9-8-5 16-4-0 23-0-0 9-8-5 6-7-12 .., 6-8-0 Plate Offsets (X,Y)-= [6:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/dell . Ud PLATES: GRIP TCLL : 20.0: Plate Grip DOL.: 1.25 TC.. .0.71. Vert(LL) : ' -0.20 11-14 >999 .240 .. MT20 244/190. TCDL 20.0 . Lumber DOL : .. 1.25 BC:: 0.96 Vert(CT) - 447 11-14 >588 180 BCLL 0.0 * Rep Stress Incir YES W B 0.65 Horz(CT). ' 0.05: 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014. Matrix -AS Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8, 7-9 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=411(LC 10) Max Uplift 8=-454(LC 10), 2=-449(LC 10) Max Grav 8=1311(LC.15), 2=1395(LC 15) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) .or less except when shown, TOP CHORD 2-3= 2458/982, 3-5=-2038/784, 5-6=-1062/475,:6=7=-943/484, 7-8=-1164/674 . BOT CHORD 2-11 =- 1275/2292, 9-11=-748/1390 — WEBS .3-11632/498, 5-11=-301/842, 5-9=-852/508, 7-9=-674/1309 NOTES- 1) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124rhph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 1-8-0, Exterlor(2E) 1-8-0 to 19-10-4, Comer(3) 19-10-4 to 22-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . . . 3) Provide adequate drainage to prevent water ponding. . 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of -withstanding 454 lb uplift at joint 8 and 449 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. and 1/2" gypsum sheetrock be applied. directly to the bottom chord.: Joaquin Win PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 .� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,,not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' . . permanent bracing building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and p OW MOW Ni is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke: East Blvd: Safety Information available from Truss. Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. Ply 2929766 r i - T25778933 2929766 B08 Roof Special 1 1. Job Reference (optional) tiutlaers hirstbource (Plant Uity, FL), Nlant Gny, t-L- 3356/, i. 8-7-8 8.43U s Aug 16 ZU21 MI I eK Industries, Inc. I Lie UCt Zb 16:19:41 ZUZI rage 1 ID:8xsCadl gXz7L7J175n?c3_yPpTC-aQEmiuJ4g9PrW_x9aSMIL_VIKW NrfENcvJzSrayPUkG 17-3-0 1 -11 8 23-0-0 B-7-8 ... -8- 5-0-6 5x6 = Scale=1:46.7 5.00 12 4 5x8 = 2x4 II S r 17 4x6 3x4 3 2 N. N 16 .. 1 ST1.5 — o e 2x4 II 9 ' 1 10 8 7 i 4x6 � .. 2x4 I 13x4 = 3x4 = 6x8 = B-7-8 17-11-8 23-0.0 8-7-8 9-4-0 PI Off X 50540212' ate sets ( ,Y)-- [ LOADING (pso . - ] SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATE&. GRIP TCLL . 20.0: Plate Grip DOL.: 1.25 TC: 0.40. Vert(LL) :. -0.17 : 8-10 >999 240 MT20 244/190, TCDL 20.0. LumberDOL: 1.25 BC 0.88 Vert(CT): -0.39 8-10 >707 180, .. BCLL 0.0 Rep Stress Incr YES WB.' 0.63: HOrz(CT) 0.06 7 n/a . n/a BCDL 10.0 Code FBC2020/TP12014, Matrix -AS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 2-8, 5-7 6-7: 2x4 SP No.2 REACTIONS. (size) 7=0-4-0, 1=0-8-0 Max Horz 1=268(LC 7) Max Uplift 7=-355(LC 7), 1=-197(LC 7) Max Grav 7=1126(LC 1), 1=1133(LC:1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-2071/806, 24= 846/309, 4-5=-607/387 BOT CHORD 1-10=-1083/1861, 8-10=-1083/1861, 7-8=-377/665 WEBS 2-10=0/373, 2-11=-1304/756, 8-11=-1342/785, 5-8=-247L743, 5-7=-1134/644 _. NOTES- 1) Unbalanced roof jive loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=20ft; Cat. II;' Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4=0 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Extedor(2E) 17-3-0 to 17-11-8; Interior(1) 17-11-8 to 19-10-4; Exterior(2E) 19: 10-4 to 22-16-4 zone;C-C for. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)' Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 8-&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 355 lb uplift at joint 7 and 197 lb uplift at joint 1. 8) This truss design requires that a minimum of .7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE; No.68182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd- Tampa FL 33610 Date: October. 27,2021 .� WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is, based only upon parameters shown,, and is for an individual building component, not , Nil a truss system. Before use, the building designer must verify the applicability of design parameters and properly;incorporate this design into the overall building design.. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always, required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd: Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 38610' Job Truss Truss Type Qty Ply 2929766 r T25778934 2929766 B09 Roof Special 1 1 Job Reference (optional) tiunaers mrsi50urce kvianl Ury, t-L], vian1 Ury, rL - JJObl, UAJU s Aug t o ZU4 1 w,r t eK rnuusines, inc. rue uut 4o I O: r d:YG NC r rdye r ID:BxsCadl gXz7L7JY75n?c3_yPpTC-2coBvEKjbSXjBBVLBAt_tC2whwjXOgwlBzj000yPUkF 8-7-8 17-3-0 , 19-11-8 23-0-0 8-7-8 B-7-8 2=8-8 ST1 0 5x6 = 5.00 12 4 06 i 4x4 =: 46 = 3x4 = 6xB = Scale = 1:46.8 9-11-12 19-11-8 23-0-0:' , 9-11-12 9-11-12 3-0-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) : I/defl Ud PLATES GRIP TOLL. 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.29 8-10 ' >952.' 240 MT20: 244/190 TCDL . 20.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 : 8-10 >570 180 BCLL 0.0 Rep Stress Incr YES W B : .0.61 HOrz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 147 lb . 'FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except TOP CHORD Structural wood sheathing directly applied; except end verticals. 5-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except WEBS ' 1 Row at midpt 4-10, 5-7 1-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 REACTIONS. (size) 7=0-4-0, 1=0-8-0 Max.Horz 1=245(LC 7) Max Uplift 7=-301(LC 7), 1=-194(LC 7) Max Grav 7=1276(LC 15), 1=1294(LC:15). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 162=-2314/867, 2-4=-2136/897, 4-5=634/296 BOT CHORD. 1-10=-1087/2163, 8-10=:409/794; 7-8=-256/580 WEBS 2-10=-736/582, 4-10=-638/1524, 4-8=-570/433, 5-8=-317/892, 5-7=-1350/584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust): Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Extedor(2E) 17-3-0 to 22-10-4 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ' 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb. uplift at joint 7 and 194 lb uplift at joint 1; 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly.to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown,.and is for an Individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cry Ply 2929766 t 1 T25778935 2929766 CA Jack -Open 14 1. Job Reference (optional) Builders First5ource (Plant Glty, FL), . Plant Glty, FL - 33567, 8.430 s'Aug 16 2021 Mi I ek Industries, Inc. I ue Uct 26 16:19:43 2021 Page 1 I D:BxsCadi gXz7L7JY75n?c3_yPpTC-W pMX6aKLMmfZIH4XitODQPb7tKGY7GfuMcSZwSyPUkE 1-4-0 1-0-0 1-4.0 1-0-0 �-1 Scale =1:6.7 Plate Offsets (X,Y)- [2:0-1-14,0-0-21 3x4 = 0 0 a 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (!oc) 'I/dell Ud PLATES: GRIP TCLL : 20.0. Plate Grip DOL.: . 1.25 TIC 0.27. Vert(LL) : . 0.00 7 >999 . 240 . MT20 TCDL 20.0 Lumber DOL . 1.25 BID .0.03 Vert(CT) 0.00 . 7 >999 180.. .. BCLL . 0.0 Rep Stress Incr YES WB 0.00.: Horz(CT). 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20%' LUMBER- BRACING - TOP CHORD Px4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=68(LC 10) Max Uplift 3=-22(LC 1), 2=-188(LC 10) Max Grav 3=55(LC 10), 2=228(LC 1) FORCES. (lb) -Max. Comp:/Max, Ten. -All forces 250 (lb) or less except when shown:. .. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3=second gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.. ll; Exp:C;:Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberbOL=1:60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible fogverifying applied roof live load, shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) . This truss has been designed for a live: load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3 and:188 lb uplift at joint 2. Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd- Tampa FL 33610 Date:, October 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall - . building design., Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always, required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke: East Blvd. Safety Information. available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 i r T25778936 2929766 CJ3: Jack -Open 10 1 Job Reference (optional) timaers mrsr5ource Irian[ cny, rLl, riani L ny, rL - aaaor, o.Yo.. _..) .. .— ...­ , .,,.. ­ . ­ I -.-- ---, , -,- , ID:6xsCadl gXz7L7JY75n7c3_yPpTC-WpMX6aKLMmfZIH4XitODQPbBjKF67GfuMcSZwSyPUkE =1-4-0 3-0-0 1-4.0 3.0-0 Scale=1:10.9 3 . 5;00: 12 2. :. S ST 2x4 = .. . 300 &0-0 Plate Offsets (X Y)-- 12.0-0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl" Ud PLATES: GRIP TCLL 20.0, Plate Grip DOL . 1.25 TC :. .0.21. Vert(LL) : -0.01 4-7 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL : 1.25 BC: 0.13 Vert(CT). -0.01 4-7 >999 180 BCLL .0.0 .: Rep Stress Incr YES WB . 0.00:. Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014, Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 ocpurlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 10) Max Uplift 3=-49(LC 10), 2— 162(LC 10) Max Grav 3=90(LC 15), 2=278(LC 1), 4=53(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown:. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3=second gust)'Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteri4(2E) zone;C-C for members and forces & MWFRS for reactions: shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for.verifying applied roof live load, Shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live: load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for. truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and.162 lb uplift at joint 2. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and is for an individual building component, not Nil 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 io buckling individual truss web members only. Additional temporary and permanent bracing /t MiTek' prevent of and/or chord is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 1 T25778937 2929766 D01 GR . Hip Girder. 1 1 Job Reference o tional csmtaers rinstoource tyrant carry, rL/, want i.ny, rL - 00001, 1-4.0 5-0-0 10 6-0 1-4.0 5-0-0 5.6-0 I13:8xsCadlgXz7L7JY75n?c3_yPpTC-SBUHXFMbuNwG?bEwplQhVggPj7jxblTBgwxg_LyPUkC 16.0-0 21-0-0 22-4-0 , 5.6-0 5-0.0 1-4-0 Scale=1:38.7 5x6 — 3x4 = 5x6 = 5.00 12 3 18 19 20 4 21 22 23 5 Ell ST1.5x8 STP = 2.'. i' N 6 7 e e Iv e c 8 11 9 24 10 25 .26 :.. 3x6 = 2x4 11 4x6 — 4x4 = 3x4 = 3x6 — 500 10.6-0 1600 2100 5-0-0 5-6.0 5-6.0 5-0-0- Plate Offsets (X Y)-= [3.0-3-0 0-2-4] [5.0-3-0 0-2-4][6:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft- Ud PLATES. GRIP TCLL : 20.0: Plate Grip DOL.. . 1.25 TC :. D.57. Vert(LL) . 0.20 . 9 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC : .1.00 Vert(CT) -0.41 .9-11 >620 180. . . BCLL 0.0 * Rep Stress Incr NO WB. . 0.62:: HOrz(CT) 0.11. 6 n/a h/a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH Weight:93lb FT=20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc pudins. 3-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-8 6-10: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8,0 MaxJHorz 2— 84(LC 6) Max Uplift 2=-618(LC 8), 6=-653(LC 8) :. Max Grav 2p1714(LC 1), 6=1773(LC 1) FORCES.: (lb) - Max. Comp./Max. Ten. - All forces'250 (lb) or less exceptwhen shown. TOP CHORD'. .2-3=-3574/1096, 3-4=4670/1573,.4-5=-3320/1128, 5-6=-3723/1184 BOT CHORD. 241— 895/3236, 9-11= 901/3218; 8-9=-1415/4670, 6-8=:976/3374 WEBS 3-11=0/390, 3-9=-582/1630, 4-9— 315/321, 4-8=-1499/482, 5-8=-89/803 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13,45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0..18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 618 lb uplift at joint and 653 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1641b down and 128 lb up at 5-0-0, 164: lb down and 123 lb up at 7-0-12, 164 lb down and 123 lb up at 9-0712, 164 lb down and 123 lb up at 10-6-0, 164 lb: down:and 123 Ib up at 11-11-4, and 164 Ib down and 123 Ib up at 19-1.1-4, and 389 Ib down and 294 Ib up at 16-0-0 on top chord, and 149 lb down at 570-0, 54 lb down at 7-0-12, 54 lb down at 9-0-12, 54 lb down at:10-6-0, 54 lb down at 11-11-4, and 54 Ib down at 13-11-4, and 149 lb down at 15-11-4 on bottom chord.The design/selection of such connection device(s) is the responsibility.of others. 9) In the; LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cart 6634 LOAD CASE(S) Standard Parke East Blvd. Tampa FL 33610 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Date: October 27,2021 C n 'n ed on e 2 WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and is for an individual building component, not. . a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall - building design., Bracing indicated is to buckling of individual truss web members only. Additional temporary and permanent bracing MiTek- prevent and/or chord . . . is always: required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems; see . ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Sa(elylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - .... Tampa, FL 36610 Job Truss Truss Type oty, Ply 2929766 4 :'T25778937 2929766 D01GR. Hip.Girder. 1 1 Jab Reference (optional) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. + - Design valid for use only witli 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.incorpomte this design Into the overall " building,design., Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary andpennanent bracing , �� MI Bk•' ' is always:required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems-, see . ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component. 6904 Parke East Blvd: Safety Information available from Truss Plate'Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type Oty Ply 2929766 1 T25778938 2929766 D02 Hip 1 1 Job Reference (optional) tyuuaers I usibource tmani ury, MI, riant ury, I'L - 53001, -1-4-0 7-0-0 7-0-0 0.4ou J Mug 1O GUL 1 Ivll 1 ur, IIIUU u—, I.— ,u0 VVI— IU.IJ.YVc I I Y. I ID:8xsCadl gXz7L7.JY75n?c3_yPpTC-xO2flbNDfh27cip6NOyw22DX6X7?KbW L3ahDXnyPUkB Scale=1:38.7 5x8 = 3 •16 5z6 174 ' m Cl) Io 2x4 11 3x4 = 3x4 = 3x4 = 3x4 = . 7-0-0 :' 14-0-0 21-0-0 7-0-0 7-0.0 7-0-0 Plate Offsets (X Y)-- [3:0-5-0 0-2-4] [4:0-2-13 0-2-61 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TIC 0.72 Vert(LL) : 0.11 .7-15 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC : 0.69 Vert(CT) -0.20 9-12 >999 - 180. BCLL 0,0 Rep Stress Incr YES WB -0.19 HOrz(CT) 0.05- 5 n/a n/a . BCDL' 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-110(LC 8) Max Uplift 2= 468(LC 10), 5=-468(LC 10) Max Grav 2=1157(LC 1), 5=1157(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb)or less except when shown. TOP:CHORD 2-3=-1989/1031, 3-4=-1746/1044, 475=-1990/1030 BOT CHORD 2-9=-777/1755, 7-9=-780/1746, 5-7=-776/1755 WEBS 3-9=0/305, 4-7=0/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph-(3-second, gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=Oft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) =1-4=0 to 1-8-0, Extedor(2E) 1-8-0 to 19-4-0, Comer(3) 19-4-0 to 22-4,0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 468 lb uplift at joint 2 and 468 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and.1/211 gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown,,artdis 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 overaW building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing /� MiTek" is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss.Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 r T25778939 2929766 D03 Hip 1 1. Job Reference (optional) t3ltttaerS rlrslJOurce trlanl Gny, rLJ, riam 1111y, rL - 6o00r, o.vou a r+ug i o c 1 wn . — a iuuou.ea, . uo — c. ......v" ova.. , U. . ID:8xsCadigXz7L7JY75n?c3_yPpTC-PaclyxOrQ?A_EvOIxjT9aFImYxRn32rUHEQn3DyPUkA 1-4-0 5-4-3 9-0-0 12-0-0 15-7-14 21-0-0 1, 4-0 5-4-3 3-7-14 3.0-0 3-7-14 5-4-3 Scale=1:38.5 5x6 Sx6 =: . 4 5 5.00 .12 . 2x4 2x4 i 18 3 8 19 ST1.5x8 STP = 20 17 2 TP= 1 Iv rp .` r .. 10 9 g r 3x8 = 4x4 = 3x4 = 4x4 = q. 3x4 9-0-0 12 0 0 21-0 0 9-0-0 :. 3-0.0 9-0-0:.. Plate Offsets (X Y)-- [4:0-3-0 0-2-4] [5:0-3-0 0-2-4][7:0-3-0 0-1-8]' LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in floc) Ildefl Ud PLATES.' GRIP TCLL 20.0: Plate Grip DOL., 1.25 TC 0.48 Vert(LL) :. -0.14 8-13 >999 240 MT20 244/190 TCDL 20.0 .. Lumber DOL 1.25 BC .0.78 Vert(CT) • : -0.34 . 8-13 >731 180, . BCLL 0.0 " Rep Stress Inor YES WB 0.18 Horz(CT)' 0.06- 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014.: Matrix -AS Weight- 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=135(LC 9) Max Uplift 7=-366(LC 10), 2=-472(LC 10) Max.Grav 7=1 047(LC1), 2ml160(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown:.: TOP CHORD 2-3=-2062/1060; 3-4=-1656/875, 4-5=-1448/852; 5-6=-1662/891, 6-7=-2080/1103 BOT CHORD 2-10= 880/1868, 8-10==600/1451, 7-8=-931/1888 WEBS 3-10=-485/332, 4-10==126/392,'5-8=-152/400, 6-8=-504/379 " NOTES- 1) Unbalanced roof live loads have been considered for. this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second, gust) ,Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=lOft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-1, Extedor(2R) . 4-9-1 to 16-2-15, Interior(1) 16-2-15 to 18-0-0, Exterior(2E) 18-0-0 to 21-O-O:zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 (o bearing plate capable of withstanding 366 lb uplift at joint 7 and 472 lb.uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE. No.68182 MiTek USA, Inc. pL Cert6634 6904 Parke East Blvd. Tampa F.I. 33610 Date: October 27,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ M!Tek" is always. required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component .. 6904 Parke'East Blvd: ' Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2929766 T25778940 2929766 D04 Common Job Reference (optional) t3uuaers mrstsource tmam tatty, rLi, riant Gtty, r-L - 000DI, o "Z 5 muy 10 eu41 IV,1, eR ,IaJU5111e5, 1110. 1 ue VUI LO 1 Q. I U.%D 4V 1 rtlye I ID:8xsCadi gXz7L7JY75n?c3_yPpTC-tm9QAHOTBI Irs3zVUQ_07TIwjLmcoRbeW uAKbgyPUk9 -1-4-0 5-11-12 10.6-0 15-0-4 21-0.0 1.4.0 5-11-12 4.6-4 4-6-4 5-11-12 Scale=1:37.0 4x4 = 4 4x4 3x4 = 3x4 = 3x4 = . 4x4 = 5-11-12 15 0-4 21 0 0 5-11-12 9.0-9 5-11-12 Plate Offsets (X Y)-- [6.0-1-14 Edge]' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL.. 1.25 TIC 0.52 Vert(LL) : -0.15 7-9 >999 240 MT20 244/190 . TCDL 20.0' Lumber DOL 1.25 BC 0.87 Vert(CT): -0.52 . 7-9 >482 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 HOrz(CT) 0.05. 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight. 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=155(LC 9) Max Uplift 6=-276(LC 10), 2=-381(LC 10) Max Grav 6=1137(LC 1), 2=1250(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2373/778, 3-4=-2369/946, 4-5=-2391/988, 5-6=-2392/813 BOT CHORD 2-9=-619/2118, 7-9=-399/1390, 6-7=-656/2137 WEBS 4=7=-359/1067, 5-7=-438/418,.4-9= 307/1043, 3-9=42MI99 NOTES- 1) Unbalanced roof live loads have been considered for. this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; 0=15ft; B=45ft; L=24ft; eave=12ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Intedor(1) 13-6-0 to 18-0-0, Extedor(2E) 18-0-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live -load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 276 lb uplift at joint.6 and 381 lb uplift at joint 2. 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have'been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 80, 4-6=-80, 9-13=-20, 7-9=-40, 7-10=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . Vert: 1-4=-70, 4-6=-70, 9-13=-20, 7-9=-40, 7-10= 20 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33810 Date: October 27,2021 I7 a nti ued on oaae 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building.design. Bracing indicated is to buckling of Individual truss web and/or members only. Additional temporary and permanent bracing MiTek' prevent chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Qty . Ply 2929766 . L. T25778940 2929766 D04. Common 2 1 Job Reference (optional) tluuaers mrstsource tmam L;Ity, ref, rtant Gny, rL - asbbt, t1.4ZIU S Aug 1t1 ZUZI MI I eK maustneS, Inc. I ue VCt Zb Ib:1V:4b ZUZI rage Z ID:BxsCadl gXz7L7JY75n?c3_yPpTC-tm9QAHOTBI Irs3zVUQ_07TIwjLmcoRbeW uAKbgyPUk9 LOAD CASE(S) Standard 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-40, 476=-40, 9-13=-40, 7-9= 60, 7-10= 40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case is Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 12=108, 2-1.6=64, 16=17=58, 4-17=70, 4-18=70, 18=19=58, 6=19=64, 9-13- 10, 7-9= 30, 7-10- 10 Horz: 1-2=-116, 2-16=-73, 16-17=-66, 4-17=-79, 4-18=79, 18-19=66, 6-19=73 5) Dead + 0.6 C-C Wind (Neg. Intemal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-67, 4-6=-67, 9-13=-20, 7-9=40, 7-10=-20 Horz: 1-2- 17, 2-4=27, 4-6=-27 6) Dead + 0.6 MWFRS Wind (Pos, Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-4=22, 46=31, 9-13= 10, 7-9=-30, 7-10=-10 Horz: 1-2=-58, 2-4=-30, 4-6=39 . 7) Dead +0:6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=,1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-4=31, 4-6=22, 9-13- 10, 7-9=-30; 7-10=-10 Horz: 1-2= 29, 2=4=-39, 4-6=30 8) Dead +0.6 MWFRS Wind (Neg: Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 : Uniform Loads (plf) Vert: 1-2=-43, 2-4=-53, 4-6 21,:9-13=-20, 7-9=-40, 7-10=-20 Horz: 1-2=3, 2-4=13, 4-6=19 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-4=-211 4-6- 53, 9-13= 20, 7-9=40, 7-10=-20 . Horz: 1-2=-29, 2-4=-19, 4-6=-13: - 10) Dead +0.6 MWFRS Wind (Pos. Internal) 19t Parallel: Lumber In6rease=1:60, Plate Increase=1.60 Uniform Loads (plf). Vert: 1-2=74, 2. 4=45, 4-6=45, 9-13=-10, 7-9=-30, 7-10=-10 Horz: 1-2=-82, 2-4=-54; 4-6=54 11) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd-Parallel: Lumber Increase=1.60, Plate Increase=.1.60. Uniform Loads (plf) Vert: 1-2=45, 2-4=16, 4-6=16,.9-13=-10, 7-9=-30, 7-10=-10 Horz: 1-2=-53, 274=-25, 4-6=25 12) Dead + 0.6 MWFRS Wind (Neg. Intemal) 1 st Parallel: Lumber Increase=1.60, Plate ,Increase=1.60 Uniform Loads (plo Vert: 1-2=-31, 2-4=42, 4-8=42, 9-13=-20, 7-9=-40, 7-16=-20 Horz: 1-2=-9, 2-4=2, 4-6=-2 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-42, 4-6=421 9-13=-20, 7-9=-40, 7-10=-20 Horz: 1-2=-9, 24=2, 4-6=-2 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4- 40, 476=-40, 9-13=-20, 7-9=-40, 7-10=-20 15) Dead + 0.75 Roof Live (bal.):+ 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.6.0' . . Uniform Loads (plf). Vert: 1-2=-72, 2-4=-80, 4-6=-56, 9-13=-20, 7-9=40, 7-10=_-20' Horz: 1-2=2, 2-4=10, 4-6=14 :' 16) Dead + 6.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int)'Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) . Vert: 1-2=-48,.2-4=-56, 4-6=-80, 9-13=-20, 7-9=40, 7710=-20 Horz: 1-2=-22, 2-4=-14; 4-6=-10 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-63, 2-4=-71, 4-6=-71; 9-13=-20, 7-9=40, 7-10=-20 Horz: 1-2= 7, 2-4=1, 4-6=-1 18) Dead + 0.75 Roof Live (bal.) + 0:75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 63, 2-4=-71, 4-6= 71, 9-13=-20, 7-9=401 7-10=-20 Horz:,1-2=-7, 24=1, 4-6=-1 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 4-6=40, 9-13=-20, 7-9=-40, 7-10=-20 20) 2nd Dead + Roof Live (unbalanced):, Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-40, 4-6=-80, 9-13=-20, 7=9=-40, 7-10=-20 21) 3rd Dead +0.75 Roof Live .(unbalanced): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-4=-70, 4-6= 40, 9-13=-20,.7-9= 40; 7-10=-20 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1=4=40, 4-6=-70, 9-13=-20, 7-9=-40, 7-10=-20 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid foriise only with MiTe.k® 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 andpermanentbracing l� 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, see . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty' Ply 2929766 1 T25778941 2929766 D05 Common 5 1 Job Reference (optional) nunaers rmstaource Irian ucy, rLI, riani ugly, rL - JJOor, 0.40u s r ug 10 LVG 1 Ivu I UK Inuubu1CJ, 1110. 1 uG V G I Kayo I ID:8xsCadigXz7L7JY75n?c3_yPpTC-LzjoNdP6ycQiTCYh28Vdfgr5Tl4?XuxnlYvt76yPUk8 1-4.0 5-11-12 10-6.0 15-0-4 _ 20-8-0 1-4-0 5-11-12 4.6-4 4-6-4 5-7-12 I Scale=1:35.5 4x6 = 4 4x4 =' 4 3x4 = .. 3 x = 3x6 = 3x4 -. 6 Io Plate Offsets (X Y)-- [2:0-16 Edge] [6.04=0 0-0-71 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL . . 1.25 TC 0.52 Vert(LL) . -0.17 7-9 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC . .0.99 Vert(CT).: -0.58 7-9 >426 .180.. .. BCLL 0.0 Rep Stress Inor NO W B 0.40 : HOrz(CT) 0.05 6 n/a n/a . BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-8: 2x4 SP No.i WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 2=153(LQ 9) Max Uplift 6=-91(LC 6), 2=-151(LC 10) Max Grav 6=1122(LC 1), 2=1232(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces.250 (lb) or less except when shown. TOP CHORD 2-3=-2336/771, 3-4=-2330/940, 4-5=-2230/941, 5-6=-2252l772 : BOT CHORD 2-9= 621/2083, 74=-398/1348, 6-7=-622/1994 WEBS 3-9=-425/4.02, 4=9=-312/1052, 4-7= 313/935, 5-7=-387/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to:1-8-0, Interior(1) 1-8-0 to 7-6-0, Extedor(2R) 7-6-0 to 13-6-0, Interior(1) 13-6-0 to 17-8-0, Exterior(2E) 17-8-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a jive 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 91 lb uplift at joint 6 and 151 lb uplift at . . joint 2. 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9,:10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.. . 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-80, 4-6=-80, 9-13= 20, 7-9=-40, 7-10=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 27,2021 :oni u do a e2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only, upon parameters shown, and is for an Individual building component, not . 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 ro prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . McTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Saletylnformation available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 U T25778941 .. 2929766 D05 Common 5 1. Job Reference (optional) (sunders Ptrstsource (Plant City, FQ, • Plant City, FL - 33567, e.430 s Aug 16 2021 MI I ek Industries, Inc. I ue Oct 26 16:19:49 z021 Page 2 ID:8xsCadi gXz7L7JY75n?c3_yPpTC-LzjoNdP6ycQiTCYh28Vdfgr5Tl4?XuxnlYvt76yPUk8 LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live; (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) . Vert: 1-4=-70, 4-6=-70, 9-13=-20, 7-9= 40,.7-10= 20 3) Dead +.Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1=4=40, 4-6= 40, 9-13=-40, 7-9=-60, 7-10=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=168, 2-16=65, 16-17=58,.4-17=71, 4-18=71, 18719=58,.6-19=65, 9-13=-1b, 7-9= 30, 7-10= 10 Horz: 1-2=-117, 2-16= 73, 16-17=-67, 4-17=-80, 4-18=80, 18-19=67, 6-19=73 5) Dead + 0.6 C-C.Wind (Neg. Internal)Case 1:, Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo : Vert: 1-2=-23, 2-4=-67, 4-6=-67, 9-13=-20, 7-9=-40, 7-10=-20 Horz: 1-2=-17; 24=27, 4-6=-27 6) Dead +0.6 MWFRS Wind (Pos. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 12=50, 24=22, 4-6=31, 9=13==10;7-9=-30, 7-10=-10 Horz: 1-2=-58, 2-4=30, 4-6=39 7) Dead +0.6 MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) . Vert::1-2=21, 2-4=31, 4-6=22, 9.13=-10, 7-9=-30, 7-10=-10 Horz: 1 2=-29, 2-4=-39, 4-6=30 - 8) Dead+0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60- . Uniform Loads (plf) Vert: 1-2=43, 24=-53, 4-6=-21, 9-13=-20, 74=40,7-10=-20 Horz: 1-2=31 24=13, 4-6=19 9) Dead .+ 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=:1.60; Plate Increase=1.60 Uniform Loads'(plf) Vert: 1-2=-11,274=-21; 4-6=-53, 9-13==20,:7-9=-40, 7710=-20 Horz: 1-2=-29, 24=-19, 4-6=-13 10) Dead+0.6 MWFRS Wind (Pos: Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform -Loads (plf) Vert:.1-2=54, 2-4=26, 4-6=26,.9-13=-10, 7-9=-30, 7-10=-10 Horz1-2=-63, 2-4=-34, 4-6=34 1,1) Dead +0.6 MWFRS, Wind (Pos.-Intemal) 2nd Parallel- Lumber Increase=1.60, Plate:Increase=1.60 Uniform Loads (plf) Vert: 1-2=54, 2-4=26, 4-6=26, 9-13=-10, 7-9=-30, 7-10- 10 Horz: 1-2=-63, 2-4=-34, 4-6=34 12) Dead +0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-31, 2-4=-42, 4-6=42, 9-13= 20, 7-9=40, 7-10=-20 Horz: 1-2=-9, 2-4=2, 4-6=-2 13) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-31, 2-4=42, 4-6- 42, 9-13=720, 7-9=-40, 7-10=-20 Horz: 1-2=-9; 2-4=21 476= 2 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit: metal=0.90 Uniform Loads (plf) Vert: 1-4=40, 4-6=-40, 9-13==20, 7-9=-40, 7-10=-20 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform. Loads (plf) Vert: 1-2=-72, 2-4=-80, 4-6=-56, 9-13=-20, 7-9= 40, 7-10=-20 Horz: 1-2=2; 2=4=10; 4-6=14 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. lnt)_ Right):.Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-48, 2-4= 56, 4-6=-80, 9-13=-20, 7-9=-40, 7-10=-20 Horz: 1.2=722, 274=-14, 4-6=-10 17).Dead + 0.75 Roof Live (be].) +0.75(0.6 MWFRS Wind (Neg. lnt) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-63, 2-4=-71, 4-6=-71, 9-13=-20, 7-9=-40, 7-10=-20 Horz: 1-2=-71 2-4=11 4-6=-1 18) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int).2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 63, 2-4=-71, 4-6=-71, 9-13=-20; 7-9=-40, 7-10=-20 Horz: 1-2= 7, 2-4=1, 476=-1 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-80, 4-6=-40, 9-13=-20, 7-9=-40, 7-10= 20 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=40, 4-6=-80, 9-13=720, 7-9=-40, 7-10=-20 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.26, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-70, 4-6=-40, 9-13=-20, 7-9=40, 7-10=-20 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 continued on oaae 3 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, ;not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building, design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing , , , MiTek' - is always -required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and. bracing of trusses and truss systems, see . ANSNTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information available from Truss. Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type .; Qfy Ply 2929766 T25778941 2929766 D05: Common 5 1. . . Job Reference (optional) ' & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This desig'ri is, based only, upon parameters shown,"and*is for an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall . - building,design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A MiTek" - is always. required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the - : fabrication, storage, delivery, erection and bracing of trusses and truss systems-, see . ANSYTPII Quality Criteria, DSB,89 and SCSI Building Component 6904 Parke�East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. 1 -' Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 I 1 T25778942 2929766 EJ3 Jack -Open 11 1 Job Reference (optional) Builders FlrstSource (Plant city, FL), Plant city, FL - 33567, _1_a_n 1 11.431.1 S Aug I zUZI MI I eK Industries, Inc. I ue Uci zt7 l6a u:SU zuzl rage 1 ID:8xsCadl gXz7L7JY75n?c3_yPpTC-p9HAazQkjwYZ5M7tcrosCuNLy8ceGROWzCfRgYyPUk7 3-0-0 3-0-0 Rralw=1�1nA 3x4 = 3-0-0 3-0-0 7 o '- N Plate Offsets (X Y)-- [2.0-0-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft' Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC..' 0.21, Vert(LL) 0.02 . 4-7 >999 ' 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC:: 0.20 Vert(CT) 0.02 . 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-b-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 10) Max Uplift 3=-59(LC 10), 2=-218(LC 10), 4=-42(LC 7) Max Grav 3=87(LC 1), 2=278(LC 1), 4=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left and right exposed;C-C for members and ' forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between -the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3, 218 lb uplift'at joint 2 and 42 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - October 27,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is bawd only upon parameters shown, -and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always: required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 f t T25778943 2929766 EJ5 Jack -Open 36 1. . Job Reference (optional) timiciers mrstA0urce trianl Gny, r-L], riani uny, rL - JJbb/, t7.4Ju s Aug I b ZUZI mi I eK mausines, Inc. i ue uci 2b I6:i `J:ou ZUZI rage I I D:8xsCadl gXz7L7JY75n?c3_yPpTC-p9HAazQkjwYZ5M7tcrOsCuN 108a9GROwzCfRgYyPUk7 -1-4-0 5.0-0 1-4-0 5-0-0 Scale=1:15.0 0 3x4'= 5-0-0 5-0-0 Plate Offsets (X,Y)-- f2:0-1-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL• : 1.25 TC 0.44 Vert(LL) 0.05 : 4-7 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.36 Vert(CT) . 70.07 4-7 >792 180 BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) -0.00 ' 3 n/a n/a BCDL 10.0 Code FBC202OfTP12014, Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=156(LC 10) Max Uplift 3— 101(LC 10), 2=-177(LC 10) Max Grav 3=170(LC 15), 2=368(LC 1), 4=94(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=loft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for merhbers.and forces & MWFRS for reactions shown;, Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load, shown covers rain loading requirements specific to the use of this truss component. .. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint.3 and 177 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and'is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall' . building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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; see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 f 7 T25778944 2929766 HJ3 Diagonal Hip Girder 2 1. Job Reference (optional) ouncers rirsmource triant uny, rLl, . nant ugly, rL - 0000r, -1-10-10 0 3x4 = ID:BxsCadigXz7L7JY75n?c3_yPpTC-HLrYoJRMUDgQjWh4AZX515wUgYxJ?ue4Cs0_C?yPUk6 4-2-3 Scale=1:11.9 Plate Offsets (X Y)-- [2:0-3-10 0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Vdefl Ud PLATES., GRIP TCLL 20.0 Plate Grip DOL.. 1.25 TC 0.34 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL . . 1.25 BC 0.30 Vert(CT).. -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB. 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPl2014. Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-81(LC 8), 2=-335(LC 8), 4=-63(LC 5) Max Grav 3=129(LC 28), 2=392(LC 28), 4=59(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=Oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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'.0psf on the bottom chord in all areas where a rectangle, 3-6-0 tall by 2-0-0 wide will fit between the bottom chord andany other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.81, lb uplift at joint 3, 335 lb uplift at joint 2 and 63 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated. load(s) 120 lb down and 51 lb up at 1-6-12, and 120 lb down and 51 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 80, 4-5=-20 Concentrated Loads (lb) Vert: 8=69(F=34, B=34) Joaquin Velei PE No.68182 ll USA, Inc. FL Car 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 27,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiT®k" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the - . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTpII Duality Criteria, DSB-89 and BCSI Building Component 6904 ParkeEast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 T25778945 2929766 HJ5. Diagonal Hip Girder 5 1 Job Reference (optional) timaers rtrsmource tram uty, r-ul, riani Uny, rL- Ja001, o.�U s r.uy ro 4­1 ran r— nruuauiea, 11 1U. I um ID:8xsCadigXz7L7JY75n?c3_yPpTC-IYPw?fR_FXoHKgGGjG3KHJSWgyA2kLuDRW8YkRyPUk5 1-10-10 3-6-1 7-0-2 1-10-10 Scale=1:16.6 3x4 = 7-0-2 7-0-2 Plate Offsets (X Y)-= [2:0-2-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Udefl L/d PLATES' GRIP TCLL . 20.0 Plate Grip DOL : . 1.25 TC 0.90. Vert(LL) : -0.11 4-7 >728 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.65 Vert(CT). -0.29 . 4-7 >289 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(CT) 0.00 2 n/a n/a . BCDL 10.0 Code FBC2020lrP12014. Matrix -MP Weight: 24 lb FT = 20% LUMBER- p BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 5-3-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=155(LC 8) Max Uplift 3— 131(LC 8), 2=-291(LC 8) Max Grav 3=234(LC 28), 2=550(LC 28), 4=129(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=Oft; Cat. If; Exp:C;.Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live: load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding,131 lb uplift at joint 3 and 291 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 65 lb up at 4-4-12, and 128 lb down and 65 lb up at 4-4-12 on top chord, and 65 lb down and 51 lb up at 1-6-12, 65 lb down and 51 lb up at 1-6-12, and 24 lb down at 4-4-12, and 24 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility.of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or. back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 9=69(F=34, B=34) 10=-14(F= 7, B=-7) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is. based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 ( l )' T25778946 2929766 K01GR Half Hip Girder Job Reference (optional) uultaers mrstbource(manr tiny, rL),: rlani litty, r-L-J3bbr, . . o.voua. 9.o.....- „". ...--.—,...,.,.— .ay=. ID:BxsCadlgXz7L7JY75n?c3_yPpTC-DkzJD?Sc?rwBygrSH_aZgW?kVMUgTgRNgAt5HtyPUk4 1-4-0 8.6-4 14.4-0 1-4 0 8-6-4 5-9-12 Scale='1:26.2 5x6 — 2x4 11 5x6 = 5.00 12 3 12 13 14 15 4 16 17 18 . 19 5 2x4 11 4x4 a 6 3x4 = - 4x4 = 3-0-0 8 6-4 14-4-0 3-0-0 . .. .5-6-4 5-9-12 Plate Offsets (X Y)-= [3:0-3-0 0-2-41 LOADING (pso SPACING- 2-0-0 CSI. :DEFL. in (loc) 'I/deft Ud -PLATES. GRIP TCLL . 20.0. Plate Grip DOL.: . 1.25 TC0.71, Vert(LL) . 0.22 : 7-8 >763 240 . MT20 244/190 TCDL 20.0 .. Lumber DOL 1.25 BC, 0.81 Vert(CT):: -0.22 7-8 >782 180 BCLL 0.0 ` :: Rep Stress Incr NO WB 0.56 Horz(CT) -0.04 6 n/a rYa BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight. 66 lb FT = 20%' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-10 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 2=113(LC 8) Max Uplift 6— 630(LC 5), 2=-709(LC 8) Max Grav 6=783(LC 1),'2=887(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (10) or less except when shown:: . TOP CHORD 2-3=-1616/1.278, 3-4=-2278/1825 BOT CHORD 2-8=-1191/1448, 7-8— 1171/1431, 6-7=-1625/2278 WEBS 3-7= 672/870 4-6=-2337/1872 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=lft; Cat. II; Exp C;,Encl., GCpi=0:18; MWFRS (directional); porch left and right. exposed;, Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific. to the use of this truss component. .. 3) Provide adequate drainage to prevent water ponding. . 4) This truss has been designed for a 10.0 psf bottom chord live, load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 6 and 709 lb uplift at joint 2. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 62 lb down and 78 lb up at 3-0-0, 62 lb down and 72 lb up at 5-0-12, 62 lb down and.72 lb up at 7-0-12, 62 Ib down and 72 lb up at 9-0-12, and 62 lb down and 72 lb up at 11-0-12, and 62 lb down and 72 Ib;up at 13-0-12 on top chord, and 57 lb down and 34 lb up at 3-0-0 ` -0;0, 22 lb down and 16 lb up at '5-0-12, 22 lb down and 16 lb up at 7-0-12, 22 lb down and 16 lb up at 9-0-12, and 22 lb down and 16 lb up at 11-0-12, and 22 lb down and 16 lb up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) lathe 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 Inc_ rease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80,.3-5=-80, 6-9= 20 Concentrated Loads (lb) Vert: 8=-24(F) 3=-7fl 12= 7(F) 15= 7(F) 16=-7(F) 17=r7(F) 18=-7(F) 20=-16(F) 21 16(F) 22= 16(F) 23=-16(F) 24=-16(F) Joaquin Velez PE; No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October. 27,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 SNOW is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 - Job Truss Truss Type Qty Ply 2929766 f 1d T25778947 2929766 VT2, ' . Valley 1 1 Job Reference (optional) buuaers rlrsmource trlani tary, rLi, rlanr uny, rL - aaoor, I' 0.43V 5 MUy 10 LUL 1 IV11 I UK UIUU51HU5, II IU. 1 Ue V(:1 GO 1 O: I U;00 CVC I rdye I I D:8xsCadi gXz7L7JY75n?c3_yPpTC-eJeRrOVVlmljpHal y67GS8dP8Zijg9tpM86ltCyPUk1 200 2-0-0 Scale =1:6.9 5.00 � 2 1 v, .3 _. 2x4 :. . LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc): I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25TIC0.04 Vert(LL) n/a n/a 999 MT20: • 244/190 TCDL 20:0: Lumber DOL ' .. 1.25 BC:. 0.03. Vert(CT) n/a - n/a 999. . BCLL :0.0 .'. Rep Stress Incr YES WB : 0.00 Horz(CT) . 400 . 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P :: Weight: 5lb FT=20% LUMBER- BRACING - TOP: CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=28(LC 10) Max Uplift 1=-16(LC 10), 2=-34(LC 10) Max Grav 1=62(LC 1), 2=51(LC 15), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft;'eave=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer:/ Project engineer responsible for verifying applied roof live. load shown covers rain loading requirements specific . to the use of this truss component. 3) Gable requires continuous bottom chord bearing. .. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live'load of 20.Opsf on the bottom chord in'all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain -value using ANSI/TPI 1 angle to grain.formula..Building designer should Verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2-. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiYek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - . fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss, Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 -. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 e ) E T25778948 2929766 VT7. Valley 1 1 Job Reference (optional) twuaers rrstsource (rtanl Lolly, ru), riant uIry, rt-- 00001, 0.40u b muy 10 ID:BxsCadl gXz7L7JY75n?c3_yPpTC-6VCp2MV733QZRR9D W peV_MAVjz?_PbQyaor]QeyPUkO 3-8-0 3 10 0 7-10-0 3.8.0 2- 4-0-0 Scale=1:14.6 4x4 = 2x4 11 2 3 1'T 0 0 5 .4 2x4 2x4 11 2x4 II 0 10 3-10-0 7-10-0 0- 3-9-6 4-0-0 :.. . LOADING (psf) SPACING- 2-0-0 '. CSI. a DEFL. in (loc)•, Ud PLATES GRIP TCLL:20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a ,I/defl n/a" 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 :BC:. .0.22. Vert(CT). n/a : n/a 999 ' BCLL 0.0 .' Rep Stress Incr YES WB : .0.11 Horz(CT) 70.00 4 n/a n/a . BCDL 1.0.0 Code FBC2020/TP12014 Matrix-P :. Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-9-6, 4=7-9-6, 5=7-9-6 Max Horz 1=66(LC 10) Max Uplift 1_ 50(LC 10), 4=-85(LC 6), 5— 119(LC 10) MaxGrav 1=150(LC 1); 4=192(LC 1), 5=352(LC 1) FORCES. (lb) -Max. Comp./Max. Tien. -All forces 250 (lb) or less except when Shown,, . . WEBS 2-5=-287/367 NOTES- 1) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=14ft; .. . Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 079-1 to 3-8-0, Exterior(2R) 3-8-0 to 4-8-4, Exterior(2E) 4-8-4 to 7-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires' continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4 except at=lb) 5=119. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and piopedy;incorporate this design into the overall building design., Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems-, see . . ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .... - Tampa, FL 36610 Job Truss Truss Type ., Ply 2929766: �Qty T25778949 2929766 VT9 Valley: Job Reference (optional) buioers rlrsibource imant tiny, rL), riant ldty, rL - 8600r, ID:BxsCadlgXz7L7JY75n?c3_yPpTC-ahmCGiWlgNYQ3bkQ4X9kXZie8NJu81.Y6pSbsy5yPUk? 7-8-0 9-10-0 7-8-0 2-2-0 3x4.= Scale=1:20.8 2x4 11 3 :7 4 Li Li Ing: :o .. 6 a 5. 2x4 i 4 I I 2x 2x 4. 11 9100 — 9.10-0 Plate Offsets (X Y)-= [3.0-2-0 0-2-11 j' LOADING SPACING- 2! (loc) Vn/l Ud PLATES 544IP TCLL 20:0. PlateGrip DOL 125 TC. .0.46. VertLL) n/a a99 .M20/190 TCDL 20.0 LumberDOL.. .. 1.25 BC:: 0.37 Vert(CT):: n/a . n/a 999.. .. BCLL ' ,0.0 Rep Stress Incr YES WB. . 0.18; . HOrz(CT) 0.00 5 n/a n/a . BCDL 10.0 Code FBC2020/TP12014, Matrix-SH Weight:36Ib FT=20%0. .. , LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 r pTOP CHORD. Structural wood sheathing directly applied or 6-0-0 ocpudins; BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-9-6, 5=9-9-6, 6=9-9-6 Max Horz 1=114(LC 7) Max:Uplift i= 10(LC 7), 5=-55(LC 7), 6=-159(LC 7) , Max Grev 1=207(LC 1), 5=131(LC 1), 6=558(LC 15) FORCES. (lb) - Max. Comp./Max-, Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-470/609 NOTES- 1) Wind: ASCE 7-16; Vult=1.60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=16ft; Cat: II; Exp C; Encl., GCpi=0.1.8; MWFRS (directional)'and C C Extedor(2E) 0-9-1 to 3-9-1, Exterior(2R) 3-9-1 to7-8-0, E,xterior(2E) 7-8-0 to 9-8-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. . 4) Gable requires continuous bottom chord bearing. , 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 100 lb uplift at joint(s) 1, 5 except (jt=1b) 6=159. Joaquin Velez PE: No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: October. 27,2021 - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 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 buckling of individual truss web and/or members only. Additional temporary and permanent bracing MiTek* prevent chord is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate -institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Fly 2929766 V i? ? } T25778950 �JobRefere_nce 2929766 VT11 Valley 1 1 . o tional tsunaers mrstsource trlartr ary, I-L), rlani t,ny, rL-1saDi, I D:8xsCadl gXz7L7JY75n?c3_yPpTC-iwXhQKTEm82?a_Qerh5oMkYsamr4CCBW ugdepJyPUk3 11i1Q 0 0-2-0 2x4 11 Scale=1:29.5 3 2x4 II 7' 2 r; 1 to .. .. 5 3x4 4 2x4 II 2x4 I LOADING (psf) SPACING- 2 0-0' CSI. DEFL. in (loc), I/deft Ud PLATES . GRIP TCLL: 20.0 Plate Grip DOL 1.25" TC 0.88 Vert(LL) n/a n/a 999 MT20: 244/190 TCDL 20:0. Lumber DOL -. '.1.25 BC.. 0.74. Vert(CT)- n/a : n/a 999' BCLL -0.0 .'. Rep Stress Incr YES WB 0.21 Horz(CT). 0.00 . n/a n/a .. BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 46 Ib FT = 20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pydins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS . 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=11-9-6, 4=11-9-6, 5=11-9-6 Max Horz 1=179(LC 7) Max Uplift 1=-5(LC 7), 4=-20(LC 7), 5=-203(LC 7) Max Gram 1=288(LC 1), 4=72(LC 15), 5=745(LC 15) FORCES. (lb) -Max. Comp./,Max- Ten. -All forces 250 (lb) or less except when shown:: TOP CHORD 1-2=-330/192 WEBS 2-5=-598/690 NOTES- . i.j Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=l8ft; Cat: II; Exp C; Encl,, GCpi=0.18; MWFRS (directional) and C-C ExteNor(2E) 0-9-1 to3-9-1, lnterior(1) 3-9-1 to 8-8-4, Extedor(2E) 8-8-4 to 11-8-4 zone'C-C for members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 2) Building Designer / Project engineer responsible for verifying applied root live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. . 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed foe a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1, 20 lb uplift at joint 4 and 203 lb uplift at joint 5. Joaquin Velei PE No.68182 MtTek USA, Inc. FL Cert 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. - - Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown,and is for an individual building component, not nil a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web only. Additional temporary and permanent bracing M!Tek` prevent and/or chord members is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2929766 . i T25778951 2929766 VT13 Valley 1 1 Job Reference (optional) t3unaers i-Irsl50urce (Plant tatty, t-L), viam L:11y, t-L -: 6=f, l� 0 0 3x4 7 2x4 II O.'{JU J MUY 1 O LUL I IYII I CA 11IUUSII b, II IU. 1 UO — — 1 V. 1-11 —, 1 ay. ID:BxsCadlgXz7L7JY75n?c3_yPpTC-A743egUsXSAsB7?rPOclvx48F9JXxgW.g7UMCLmyPUk2 13-10-0 13-10-0 6 2x4 I 2x4 II 4 Scale=1:34.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): I/defl Ud PLATES GRIP .244/190 TOLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 TCDL 20.0 Lumber DOLL -1.25 BC 0.22 Vert(CT) n/a: n/a 999 BCLL 0.0 Rep Stress Incr. YES WB 0.14 HOrz(CT) 0.00 . Wa n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 57 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD - 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-9-6. (lb) - Max Horz 1=211(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-110(LC 7), 7=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=503(LC 15), 7=610(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/202 WEBS 3-6=-325/349, 2-7=-430/457 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 1078-4, Exterior(2E) 10-8-4 to 13-8-4 zone;C-C for members, and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 6=110, 7=146. - Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 'A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is for an Individual building component, not 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 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 injury and property damage. For general. guidance regarding the :. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2929766 � ] � T25778952 2929766 VT15 Valley 1 1 Jab Reference (optional) tsuuaers rirstbource (rtam tiny, t-L), mant cny, t-L - JJbbr, 0.40a s rruy rb cuc i rvn r en nwusuies, n iu. i un vur <o ,o. i aau cuc, ruye , ID:8xsCadlgXz7L7JY75n?c3_yPpTC-eJeRrOVVlmljpHaly67GS8dDPZb7g7gpM86ltCyPUk1 13-10-8 15-10-0 13-10-8 1-11-8 3x4 = 2x4 11. Scale=1:35.7 4 5 IT .. o- ----- 0 ❑ L1 d 3x4 8 7 .. 62x4 II. 2x4 11 2x4 11 15-10-0 15-10.0 Plate Offsets (X Y)-- [4:0-2-0 0-2-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. . 1.25 TIC 0.79 Vert(LL) : n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL : 1.25 BC 0.45 Vert(CT).. n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT). 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 66 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD' Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-9-6. (lb) - Max Horz 1=215(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 8=-195(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=320(LC 15), 7=375(LC 15), 8=830(LC 15) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/183 WEBS 3-7= 251/295, 2-8=-563/443 .. NOTES- 1) Wind: ASCE 7-16; Vult=160mPh (3-second gust) Vasd=124mph.; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1; Interior(1) 3-9-1 to 9-7-9, Exterior(2R) . 9-7-9 to 13-10-8, Exterior(2E) 13-10-8 to' 15-8-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing., 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 8=195. Joaquin Velez PE: No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 27,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with VliTek® 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 M!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//Tpll Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 1 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths: Apply plates to both sides of truss and fully embed teeth. . 0-1/161.1 . I For 4 x 2 orientation, .locate plates 0- 1/14' from outside edge of truss. . Thissymbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE w The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I.bracing if indicated. BEARING Indicates location where bearings . (supports) occur. Iconsvary 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-80: Design Standard for Bracing.. ... BCSI:. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System General Safety Notes 6-4-8, 1 dimensions shown in.ft-in-sixteenths Failure to Follow Could Cause Property/ (Drawings not to scale) Damage or Personal Injury 1. Additional, stability bracing for truss system, e.g. 1 2 3 diagonal or X-bracing, is always required. See SCSI. BOTTOM CHORDS 8 7 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. [r ' 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. U 4: Provide copies of this truss design to the building 0 0- designer; erection supervisor, property, owner and all other interested parties. 5. Cut members to bear tightly against each other. 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIlrPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO., 7. Design assumes trusses will be suitably protected from THE LEFT. the environment in accord with ANSI/rPI 1. CHORDS AND. WEBS ARE IDENTIFIED BY END JOINT. 8. Unless otherwise noted, moisture content of lumber NUMBERS/LETTERS. shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for' PRODUCT. CODE APPROVALS use with fire retardant, preservative.treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to ESR-131.1, ESR-1352, ESR1988 camber for dead load deflection. ER-3907, ESR-2362, ESR-1397, ESR-3282 11..Plate type, size, orientation and location dimensions indicated are minimum plating requirements: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or purlins provided at truss unless Otherwise shown. spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber, values established by Others. 15.'Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. © 2012 MiTek.eserve O All Rights Rd ' 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. e MiTek 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria: 21.The design does not take into account any dynamic . MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 . or other loads other than those expressly stated.