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HomeMy WebLinkAboutTrussLumber design vlut are in"accordance -accordance-With ANSIlTP:1.1 section 6.3 These truss desgns:rely on lumber values established by others. 6 Mi ek )PrE: 28.67000 - . MiTek USA, Inc. S,iite Information: T 6904 Parke East Blvd:: Customer Info: Adams Homes Port St Lucie Project Name: 3000 A 2 CAR-Modelarrtp�nF133810C4it5 Lot/Block: 470H3 Subdivision: WATERSTON& 8695 Water3stonneABlvd A Address: 8695 Waterstone'Blvd, . City: Fort Pierce State: FL:: Name Address and License-# of Structural Engineer of Record, If there is one,.for the building. Name: License*: Address: City: q :State: General Truss Engineering Criteria & Design Loads (Individual Truss Design, Drawings ShoW Special Loading: Conditions): Design Code: FBC2020/TP12014 :. Design Program: MiTek 20/20 8.4 Wind Code: A8CE.7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individuals: Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss .Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the:Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No.' Seal#.: Truss Name Date 1 T24988670 ' Al G R 8/11/21 : 23 T24988701 D5A 8111 /21 2 T24988680 A2 8/11/21 24 T24988702 D6A .. 8/11/21 3 T24988681 A3A. 8/11/21 25:: T24988703 D7A .. 8/11/21 4 T24988682 A4A . 8/11/21 26 . T24988704 D8A 8/11/21 5 T24988683 A5AG R 8/11/21 27 T24988705 ET 8/1.1 /21: 6 T24988684 B1GR 8/11/21: 28 T24988706 E7A 8/11/21 7 T24988685 132 8/11/21 29 T24988707 E7T 8/11 /21 8 T24988686 B3 8/11/21 30 : T24988708 G 1 A ..: 8/11/21 w. 9 T24988687 B5A 8/11/21 31 T24988709 G2A 8/11/21 10. T24988688 136A 8/11/21 32 T24988710 G3A 8/11/21 11 T24988689 : 1317A .8/11 /21 33 T24988711 H7 8/11/21: 12 T24988690 : 138A '8/11/21 34 T24988712 1­17A 8/11/21 - 13 T24988691 139 8/11/21 35 . T24988713 K1 A 8/11/21 14 : T24988692 C 1 8/11/21 36 .. T24988714 K2AT _ 8/11/21 15 : " T24988693 C 1 A 8/11/21 37 T24988715 K3AT 8/11/21 16 T-24988694 .C3 8/11/21 38 T24988716 . MAT 8/11/21 .17 T24988695. C3A 8/11 /21 . 39 T24988717 : K5AT B/1.1 /21. .18 T24988696 C5 .:8/11/21 40 T24988718 . MAT 8/11 /21 19 :.T24988697 C5A . 8/11/21 41.. . T24988719 K7AT 8/11/21 20 124988698 D2A 8/11/21 42. ; T24988720 K8ATG . - 8/11/21 21 T24988699 D3A .:. 8/11/21 43 T24988721 P131 8/11/21 . 22 T24988700 D4A 8/11/21 .44 T24988722 PG2131 8/11/21: :The truss drawing(s) referenced.above have been prepared by ,,��OPp�U MiTek USA, Inc. under my direct supervision based on the parameters ��� .�� • E N S'•..� �'�� :. provided by Builders FirstSource (P1ant:City, FL). �' F. No 81 2: russ Design Engineer's Name: Vele2, Joaquin = * : •. * - My license renewal date for the state of Florida is February 28, 2023. IMPORTANT: NOTE: The seal on these truss component designs is a certification 0 E O.F : ��/ that the, engineer named is licensed in the jurisdiction(s) identified and that the P ,� designs comply with ANSI/TPI I : -These designs are based upon parameters �,��` R 10. �N �% shown (e.g., loads, supports,:dimensions, shapes and:design codes), which wereto MiTek or i� S / • •"''���� Tek's or given customers fie eferrence purpose eonly and was cific onot takenanto account in the ����►► I) AI preparation of these designs. MiTek or TRENCO has not independently verified the Joaq n Velez PE o.66182 applicability of the design parameters or the designs for any particular building. Before use, Mire USA, Inc.. F. Cert 6634 the building. designer should verify. applicability of design parameters and properly . 69D4 arke East 0 d. Tampa FL 33610 ... incorporate these. designs into the overall building.design perANSI/TPL 1, Chapter 2. Date: August 11,2021 .: Velez, Joaq 'n 1 2 of RE: 2867000 - Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 3000 A 2 CAR Model: 3000 A 2 CAR Lot/Block: 47PH3 Subdivision: WATERSTON& 8695 Waterstone Blvd Address: 8695 Waterstone Blvd,. City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24988723 PG3 8/11/21 46 T24988724 PG4 8/11/21 2 of 2 Job Truss Truss Type Qty Ply : t T24988679 2867000 A1GR Hip:Truss 1 1 sm Job Reference (optional) tlLilldefS rlrsISOLiICe (YIanI t;lty, rL), Ylani l;Ry, rL - 337b/, 0.4ou a ­11 c cuc i rvu i en a iuwuica, uw. uy ID:x_XMgR7vsTpljX7_7zwKvVygLdl-DIhG7LyYwVal tGU P06XhIdW OQEJ? EMn6LI NN55yp_07 7-0-0 :. :.11-2-'0 .. 15.4-p .. 22.4-0 23-8.0 1.4-0 7-0.0 . 4-2-0 4-2-0 7-0.0 1-4.0 Scale=1:41.0 . .. 46= 3z4 4x6 3 16 4 17 5 r lam UIISULS tAT I" LO V-Y-V CUy CJ t� Vro-o Vy-VJ LOADING (psf) SPACING- 2-0-0 : CSI. 'DEFL. in (loc) I/deft; Ud :PLATES'. GRIP TCLL 20.0 Plate Grip.DOL:. 1.25 TC.:0.89 Vert(LL) -0.23 . 8-9 >999 240 MT20 244/190 TCDL ' 1.0 Lumber DOL . 1.25 BC : 0.98 - Vert(CT) -0.48 8-9 >557 180. BCLL 0.0 _ Rep Stress Incr NO W13. 0.35 • Horz(CT) 0.07' 6 n/a n/a . BCDL 10.0 Code' FBC2020/TP12014 Matrix -MS Weight:'99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.i 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD :Rigid ceiling directly applied o.4-8-5 oc bracing.. . BOT CHORD 2x4 SP No. 1. *Except* 2-8: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. . (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1203(LC 8), 6=-1206(LC. 8) Max Grav 2=1672(LC 1), 6=1674(LC'1) FORCES.. (Ib) -. Max. Comp./Max. Ten. - All -forces 250 (lb) or less except when shown. TOP CHORD .2-3=-3108/2081, 3-4==2739/1958; 4-5=-2772/1980, 5=6=-3094/2086 BOT CHORD. 2-9=-1665/2704, 8-9=-2088/3076; 6-8=-1670/2694 . . WEBS 3-9=-338/916,5-8=-341/904,4-9= 527/623,4-8=-491/605 NOTES 1) Unbalanced roof live loads have been considered for this design..: . . 2) Wind: ASCE7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. It;.Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 p. 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 A fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss. to beari(lg plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1203, 6=1206. 8) Hanger(s) or other connection device(s) shall be provided sufficient to supportconcentrated load(s) 233 lb down and 448 lb up at - 7-0-0, 113:lb down -and 230 lb up at 9=1,1, 226 lb down and 460 lbup at 1171 1, and 113 lb down and 230 lb up at 13-2-15, and 233 lb down and 448 Ib.up at:.15-4-0 on top chord,.and 303: lb down and 113 lb up at::7-0-0, 92 lb down at 9-14, 184 lb down at 1171-1, and 92 Ib down at 13-2-15, and 303 Ib down'and Y13 Ib'up at 15-2-15 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 Velez PENo.68182 USA, Fl, 6634 LOAD CASE(S) Standard 6904:Parka East Blvd. Tampa FL 33610 . 6904k ass . T Tampa 1) Dead +Roof Live (balanced): Lumber Increase=1.26, Plate Increase=1.25 ' Date:' August 11,2021 Lied o 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 w . a truss system. Before use, the building designer must verify:the applicability of design parameters and propedy incorporate this design into the overall- 'building indicated is to buckling individual truss web and/or.chord only: Additional temporary and permanent bracing - MITek' design. Bracing prevent of members 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 bracingoftrusses and truss systems, see - - , ANSYTFII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke' East BWd. Safety Information available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job . . .. Truss - Truss Type pty.. ply r T24988679 2867000 Al GR Hip:Truss 1 1: Job Reference (optional)" . ' 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.am Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building ooniponenf, noh - a truss system. Before use, the building designer must verify -the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or.chord members only: Additional temporary and permanent bracing MiTek' 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. ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ' Job Truss Truss Type City Ply T24988680 2867000. A2. Hip: 1 1: Job Reference (optional) tlUllaerS mrsmource (rlanl ld1y, ra), . riant L.ny, rL - ooa0r, u.— a u„ < 1— ,.,, , —.,.-1-- .......1—, . , ... —...., _...-. .— . - ID:x_XMg R7vsTpljX7jzwkvVygLdl-hUFeKhyAhoi 6VQ3bxg3wHg2Htdkjzsl Fay6wdXyp_Ci6 1-4-0 6-3-4" 9-0.0:. = 13-4 0 16-0-13 22 4 0 23.8-0 6-3-4 2-8-13 4-4-0 2-8.13 6-3.3 1-4-0 Scale=1:40.8 4x4.= . 4X0 4 -17 5 31 4x4 — 5x8 _. 3x4 =: 44:= 9-0-0: .. . . . 13.4-0 22-4-0 9.0-0 4-4-0 9-0-0 Plate Offsets (X Y)-- [5.0-5-4 0-2-0] [10.0-2-120-3-01 LOADING (psf) SPACING- 2-0=0 : CSI. "DEFL. in (Ioc) I/dell Ud PLATES: GRIP TCLL 20.0 . Plate Grip DOL. 1.25 TC 0.46 Vert(LL) . -0.16 9-16 >999 240 MT20 244/190' TCDL 7.0 Lumber DOL . 1.25 BC OJO Vert(CT) -0.35- 9-16 >775 186 BCLL 0.0 .' Rep Stress Incr YES WB 0.14 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014; Matrix -AS Weignt:'107lb 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 2z4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2= 213(LC 10) = Max.Uplift 2579(LC 12),:7=-579(LC 12) Max Grav 2=898(LC 1), 7=896(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.: TOP CHORD 2-3= 1368/1108, 3-4=-1168/1008, 4-5=-996/932; 5-6=-1158/998, 6; 7- 1366/1108 BOT CHORD 2-10=-801/1218, 9-10= 531/997, 7-9=-809/1167 WEBS 3-10=-339/410, 4-10==240/362, 5-9=-236/395, 6-9=-345/412 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=6.Opsf; h=25ft; B=454; L=40ft; eave=4ft; Cat. 11; Exp C;,Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Extedor(2E) 2-8; 0 to 23-8-0 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) Tills 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 100 lb uplift at )o]nt(s) except Ot=lb) 2�579, 7=579. 8); This truss design requires that a minimum of 7/16"-structural wood sheathing be applied directly to the top chord and 1/29 gypsum sheetrock be applied directly to the bottom chord: Joaquin Velei PE: No.69192 MiTek USA, Inc. FL bit 6634 6904,Farkb East Blvd. Tampa FL 33610 .Date:. August 11;2021 .: L 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. chord members only: Additional temporary and permanent bracing A " - prevent Is always; required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - iTek' . : . fabrication, storage, delivery, erection and bracing of trusses and truss systems-, see . ANSI/TP11 Quality Criteria; DSB49 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 r T24988681 2867000 MA Hip:Truss 1 1. " Job Reference (optional) tdUllders f-irstbource (rlant.Gny, I-L), : mans Lmy, r-L - JJbb t, oAJu s dun c cuc r rvu r ee nruwui , uru. vv cu­uy ID:x_XMgR7vsTpljX7-7zwKvVygLdl-9hpOY1 zoS6gk6aenVXa9g2bSJ15Tily0pcsU9zyp—Q5 -1-4-0 5-94 11-0-0 11 - 16-6-12 22-4-0 1-0-0 5-9-4 5.2-12 . 0- - 5-2-12 . 5-9-4, 0-2-0 Stale = 1 40 5 4x6 = v. .. 4.. v Io -3x4' = 4x4:= 3z4 = 3x4 = 44 = . 8-4-9 13-11-7 22-4-0 B-4-9 5-6-14. B-4-9 LOADING (psf) SPACING- 2-0-0 " CSI. DEFL. in (loc): •I/defl L/d -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 " TC 0.48 Vert(LL) -0.12 7-12 . >999240 :MT20: 244/190 TCDL .7.0 . Lumber DOL 1.25 BC. ' 0.60 Vert(CT).: -0.25 7-12 >999 .180 BCLL 0.0 Rep Stress Incr YES W B ; 0.24 Horz(CT) 0.04: 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 10216 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). 6=0-8-0, 2=0-8-0 Max Horz 2=249(LC 11) Max Uplift 6=-461(LC 12), 2=-584(LC' 12) Max Grav 6=824(LC 1), 2=900(LC 1) FORCES. (lb) - Max. Comp./.Max: Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/1160, 3-4=-1213/1042, 4=5= 1219/1051, 5-6=-1424/1171 . BOT CHORD 2-9=-916/1273, 7-9=-4581840, 6-7=-930/1248: WEBS 3-9=-378/471, 4-9=-300/465, 4-7=-317/476, 54=-381/481: NOTES-. . . 1), Unbalanced roof live, loads have been considered for this'design. 2) Wind: ASCE 7-16; Vdlt=160m0h:(3-second gust) Vasd=124mp1h; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; Li 4011; eave=4ft; Cat. II E C E 1 GC '—IJ 18 MWFRS d' t d C-C C mer(3) -1-4-0 to 2-8-0 Extedor(2E) 2-8-0 to 22-4-Ozone- cantilever left , xp nc ., , , pl— . re ( I. Iona) an o . and right exposed ; end vertical left and; right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building besigner / 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) , —This truss has been designed for a live load of 20.Opsf on the bottom chord in -all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between :the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=461,2=584. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to. the bottom chord. Joaquin Vetei PE No.68182 .. MiTek USA, Inc. FL Cent, 6634 6904:Patke East Blvd. Tampa FL 33610 Date;. :. August 11;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 showri,•and is for an individual building component, not - �a truss system. Before use, the building designer must vedfy: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 , . ANSLITPlr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke' East Blvd: Safety.Intormation available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type Qty Ply r r T2498B682 2867000 A4A . Common Truss Job Reference (optional) tdunaers rtrsmource triani ury, r-Lt, riant U11y, rL - aaoor, -s- , I D:x_XMgR7vsTpliX7_7zwKvVygLdl-dtNOI N_FQDQybkkD_3F5ON F7aERRhRj W Yl Gbl hQyp_Q4 1-4-0 5-10-4 :11.2-'0 .. 16-5-12 22-4-0 1r4-0 5-10-4 : 5-3.12 5-3-12 5-10.4 " Scale'=:1:39.9 .4x6 = 4 6.00 12 2x4 \\ 2x4,// 3 .5 17 16 ST1.5x8 STP = . 2 Im d1 e fi o .,9 8 7 .'te 3z4 = 3x4 — 3x4 = 4x4 = 4x4.=.: 13-11-7 . 22-4.0 Plate Offsets (X Y)-- [6.0-1-4 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.: :0.66 Vert(LL) . 0.16 -7-12 >999 240 MT20 244/190: TCDL 7.0 Lumber DOL 1.25 BC' : 0.60 Vert(CT)' 0.25. 7-12 >999 160 BCLL 0.0 Rep Stress Incr YES W B . , 0.35 Horz(CT) 0.04: 6 n/a n/a . BCDL 10.0 Code FBC2020/TPI2014: Matrix -AS Weight: 102lb 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): :6=0-8-0,:2=0-8-0 Max Horz 2=251(LC 11) Max.Uplift 6=-461(LC 12); 2=-584(1-C 12) Max Grav 6=824(LC 1); 2=900(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-141:1/1359, 3-4=-1212/1235, 4-5=-1219/1289, 5-6=-1419/1435 BOT CHORD :.2-9=-iO76/i26B, 7-9=-53418331 6-7— 1102/1242 . WEBS 4-7= 458/486, 5-7=-385/619, 4-9=-383/475, 3-9=-377/558 . 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=6.Opsf; h=25ft; B745ft; L=40ft; eave=4ft; Cat. 11; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2=8-0 toll-2-0, Comer(3R)- 11-2-O.to 15-2-0, Extedor(2N) 15-2-0,to 2214-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS forrreactions shown; Lumber DOL=1.60 plate�grip DOL=1.60 3) Building Designer / Project ettgineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 4) TAs truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live, loads. 5) ' This truss has been designed for a live:load of.20.Opsf on the bottom _chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 62461,2=584. 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. 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 MiTeke connectors. This design is based only upon parameters showri,�and is for an individual building component, not - �a truss system. Before use, the building designer must vedfy 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 andlor,chord members only: Additional temporary, and permanent bracing MiTek' is always. required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the I.' fabrication, storage; delivery, erection and bracing of trusses and truss systems-, see - ANS/?Pll 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 36fi10 ' Job - Truss ": Truss Type QY ... Ply r " T249B6663 2867000 A5AGR Common Truss 1 2: Job Reference (optional)* BgllderS Hrsttiource (Ylant:Glty, t-L),, mant uiry, I•L - 33bb/, o.•+ou a uuri c cuc, rvu i cn niuuauico, aice. •. c� n� , .., ...� �< <..�, ., ..e.. , I D:x_XMgR7vsTplj)(7jzwKvVygLdl-53xnzj?3-j4SMuoAdycdvTgiDmZA1 fhGwLaEsyp_03 1_q_0: q_2.15 :. _ 6-11-10 :: .. . 11-2.0 15-4.6 19-1-1 1.4-0 4.2-15 2.8-11 4-2-6 4.2-6 -2-15 4-2-t5 Scale=:1:39.9 4x6 I I 6;00 12 : 3x8 5' 4 x8 4 3x4 ... .:3x6 .. as 3 8Ll :. -. 2 .. ". I" .. 18 1s 20: 21: r Q 13. 12. 11: 10. P2 e c 9 ST1:5x8:STP= 3x6 11. 8x10 = 1Ox12 = :7x8 = x =. ST1 5 8 STP 3x10 11 : ... - 5x8 = ..': x = . 4 12 46-11-10 11-2.0 15-4-6 18=1-1 22=4=0 4-2-15 2-8-11 4-2-6 4-2-6 2-8-11 4-2-15 Plate Offsets (X Y) - [2.0-4-0 0-1-15] [8.0-1-9 Edge] [10:0-3-8 0-5-0] [11'0-6-0 0-6-0] [12:0-3-8 0-5-121 LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (loc) I/defl : ' Ud PLATES GRIP TCLL . 20.0 . Plate Grip,DOL: ' 1.25 TC.: .0.84' Vert(LL) . .0.24 11-12 >699 240 MT20 244/190: TCDL 7.0- - Lumber DOG: :1.25 BC:: 0,62: Vert(CT)'-0.40:10-11 >670 180 BCLL 0.0 '.: Rep Stress Incr . NO WB • • 0.93 Horz(CT) 0.10 8 n/a ri/a - - BCDL: 10.0 Code FBC2020/TP12014: Matrix -MS . Weight: 306 lb FT = 20%q. LUMBER- BRACING TOP CHORD 2x4 SP No.2 `Except' .. TOP CHORD : Structural wood sheathing directly applied or 2-4=15 oc purlins. 5.8: 2x4 SP No.1 BOT CHORD :. Rigid ceiling directly applied or 10-0-0 oc bracing. . BOT.CHORD 2x8 SP 2400F,2.DE - WEBS 2x4 SP No.3'Except' 5-11: 2x4 SP No. 2 REACTIONS. ' .(size) 8=0-8-0, 2=0-8-0 . .. Max:Horz 2=251(LC 7): . Max Uplift 8= 2586(LC 8), 2=-2180(LC 8)-: Max Grav' 8=8357(LC 1), 2=5751(LC 1) FORCES.. (Ib) -Max. Comp./Max. Ten. - All:forces:280 (lb) or less except when shown. TOP CHORD .2-3=- 12331/4387, 3-4= 12366/4460, 4-5=-9559/3360; 5e6=-9559/3360, 6-7=-13227/4310;. 7-8=-15661/4951 BOT CHORD 2-13=-3833/10998, 12-13=-3833/10998; 11-12= 3819/11046, 10-11=-3684/11815, 9-10=-4345/14000,:8-9=-4345/14000; WEBS 5-11=-2767/8248, 6-11=-4311/1239; 6-10=-1048/4231, 7-10=-2809/82017-9=-625/2639, 4-i 1=-3233/1412, 4-12==1175%3697 NOTES- . . . 1) 2-ply truss to be connected: together with 10d (0.131.'x3") nails as follows: TOP chords connected as; follows: 2x4 -1 row at 0-770 oc. Br;ttom chords connected as follows: 2x8 - 2 rows staggered at 0-7-9 oc.: Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member'4.12 2x4 - 1 row at 0-5-0 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. s) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; V:uit=1:60mph:(3-second gust) Vasd=124mpt1; TCDL=4.2psf; BCDL=6;0psf; h=25ft; B=45ft; U 40ft; eave=41t; Cat. 11; Exp;C;,Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;end vertical. left, and right: exposed; 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) This truss has been designed foe. a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 7) ' This truss has been designed for a live load of 20.00sf on the bottom chord in.a11'areas where a rectangle 3-6-0 tall by 2-0=0 wide - will fit betweerl the bottom chord and; any other members. .. ' Joaquin Velei PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate, capable of: withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA,1rtc. FL Celt, 6634 8=2586, 2=2180. 690 ar e East Blvd. Tampa..FL , . 610Date:. :. August ; 0 do 0 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 Mi reirg connectors. This design is based only upon parameters shown; and is for an individual building component, not Is a truss system. Before use, the building designer must verify;the applicability of design parameters and properiyincorporate this design into the overall building design. Indicated is to buckling individual truss web and/or chord, members only: Additional temporary and permanent bracing' MITek' Bracing prevent of is always: required for stability and to prevent collapse with possible personal hJury 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 BCSI Building Component' 6904 Parke' East Blvd: Safety.Inlormationr available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply r T249886B3 2867000 ASAGR Common Truss 1 Job ti Reference (optional)' . © 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 desfgn is based only upon parameters shbwri; and is for an individual building obmponent,'noh a truss system. Before use, the building designer must ve6fy;the applicability of design parameters and property; incorporate this design into the overall building indicated is to buckling individual truss web and/or. chord members only: Additional temporary and permanent bracing /� MiTek' design. Bracing prevent of 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 r T 24988684 2867000 B1GR Hip:Truss' 1 1. Job Reference (optional)' bunaers r-trsibource (mant tiny, I -Lb : riant ldty, r-L - JAOor, .. +.+.+� ��„ .- ��" ,.,, , �.. ,,,���,. "•-' • • �", •"a "• .""•"" __- •. - • -a- . ID:x,CMgR7vsTpljX7_7zwKvVj gLdl-ZFU9A30hl1 CJ_1 NMAg7sSgDsQF3zvddr.Va48mlyp_Q2 1_q-p 7-0_0 i0_p_p 13_p_p. 19-7.8 1-4,0 7-0-0 3.0-0 3-0-0: 6-7-8 Scale = 1 :35.0 5x6:-�'.. . • 3 '. S 4x4 - 3x4 4 15 6.00: 12: ST1.5x8 STP = 2. :. 6 n o . 6x8 = 6x8 = 4x4 = 5x6 - 7-p-0 .10-0-0 13_0.0 . - .. 19-7-8 7-0-0 .. 3.0-0 3.0.0.. 6-7.8 Plate Offsets'(X Y)-- [3.0-3-0 0-2-7] [5�0-2-4 0-2-4] [6'0-0-0 0-1-8] [7.0=2-12 Edge], [8'0-3-8 0-3-01' LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/deft: Ud :PLATES: GRIP ' TCLL 20.0 . Plate Grip.DOL: 1.25 TC.:.0.94- Vert(LL) O.A7 : 7-8 >999 240 MT20 244/190 TCDL 7.0 . Lumber DOL : 1.25 BC:. 0.87 :' Vert(CT) : -0.27: 7-8 >877 186 BCLL 0.0 .'. Rep Stress. Incr 'NO WB :. 0.37 Horz(CT) ..-0..08. 2 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix -MS INeigtit '87 lb FT = 20% LUMBER - 'BRACING - TOP CHORD 2x4 SP No.1 'Except : ' TOP CHORD .. Structural wood sheathing directly applied. 3-6: 2x4 SP No.2 rBOT CHORD':' :Rigid ceiling directly.applied or.4-6-6 oc bracing. BOT CHORD 2x4 SP No.1, •Bxcept " ' ' ' 2-7: 2x4 SR No.2. WEBS 2x4 SP No.3 WEDGE .. ... Right: 2x4 SP No:3 .. REACTIONS. (size) 6=0-3-8; 2=0-8-0 Max Horz 4=162(LC 7) " Max Uplift:6- 1012(LC 8), 2=-1114(LC 8) Max Grav 6=1852(LC 14), 2=18B5(LC 13) FORCES.. (lb) - Max. Comp./Max. Ten..- All forces 250 (lb) or Jess except when shown. TOP CHORD 5-6=-3433/186.1, 3-4=-3163/1808, 4-5=-3,013/1739, 2-3- 3524/190.6 BOT CHORD 2-8=-1508/308017-8=-1660/3299, 6-7=,-1'45B/3084 WEBS 5-7=-513/1254,3-8=-502/1236,4-8=-270/292;4-7=-497/397 q. NOTES-..' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=1:60mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;, end vertical'left and right exposed; 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) T�iis 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;.00sf on the.bottom chord in all areas where a rectangle 3-6-0 tell 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) except Qt=lb)" 6=1012,.2=11.14. 8). Girder carries hip end with 6-7-8 riight side setback, 7-.0-0 )eft side setback, and 770-0. end:setbsck. 9). Hanger(s) or other connection-device(s) shall be provided sufficient to support concentrated loads) 759 lb down.and 370 lb:up at 13-0-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The.design/selection of such connection device(s) is the responsibility of others. Joaquin VBIei PE: No.68182 10) In the LOAD:CASE(S) section, loads applied to the face of the truss are noted as front (F) or back, (B). M[Tek USA, Inc: FL Cert.6634 . . . . . . . . . . East Blvd. Ta 6904;Parke E mpa. LOAD.CASE(S) Standard:: .. " _ .. . .. Date:. . .. August 11,2021 Co tinued on Dade 2.. 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 - �R • a truss system. Before use, the building designer must verify the applicability of design parameters and, property Incorporate this design into the overall. building indicated is to buckling of Individual truss web and/or chord membersonly: Additional temporary andpermanentbracing MiTek' design. Bracing 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 bracingoftrusses and truss systems, see , ANSI17P11 Duality Criteria; DSB=B9 and BCSI Building Component • 6904 Parke East BIJd: Satety.lnlormation available from Truss, Plate, lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 ' Job Truss Truss Type afy Ply t T 4 2 988684 2867000 B1GR Hip:Truss 1 1:. Job Reference (optional) 0 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 vedfy:the applicability of design parameters and properly incorporate this design Into the overall. building design. Bracing indicated Is to buckling of individual truss web and/or. chord, members only: Additional temporary, and permanent bracing MiTek' prevent 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 bracingoftrusses and truss systems, see. ANSUfPII Quality Criteria; DSB-89 and BCSI Building Component ' . ' 6904 ParkeEast Blvd: Satetylntormation available from Truss Plate, Inslitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type ty Ply t 119' T24988685 2867000 B2: Hip 7: . . ' : Job Reference (optional)' • ' tduuders rtrstsource trfam L ny, rLt, riani L'ny, rL - ID:x_XMgR7vsTpIjX7_7zwKvVygLd171 S2X000JWL1(AbByYkNe5_t18ZeSVe6J_jEghllyp_01 4 2 10-7.g 15.0 15 19 7-8 ;=20-11-8 4-2-2 4-5-6 2-0-0 4.5-6 4.6-9 Scale :1:35 3 . . 4x4 = . . . 44 = 3 .. 4 6.00 12 2x4 2x4 5 w 2.' c 18 .. a 17 .. .19 1. s. ST1.5x8 - 7 to 10:.9 .8. e 4x6 = 3x4:= 44 = 3x4 =.. :. 4x4 = . B-7.8 10-7-8 19-7-8 8-7-8.. 2-0-0 g-0.0 Plate Offsets (X Y)=-' [1.0-0-0 0-0-121' LOADING (psf) SPACING- 2-0-0 : CSI. :DEFL. in (loc) Well Ud PLATES: GRIP TCLL 20.0 Plate Grip.DOL: .' 1.25 TC.: 0.47 Ve'rt(LL) -0.14 : 8-16 >949 240 MT26 244/190 . TCDL 7.0' . Lumber DOL,: 1.25 BC:' 0.66 : Vert(CT) ' : -0.308-16 >795 180 BCLL 0,0 :'. Rep Stress. Incr YES WB .. 0.22 . HOrz(CT) .. 0.03 6 n/a n/a BCDL 10.0 ; : Code FBC2020ITP12014 Matrix -MS Weight: 93 lb FT = 20 j. LUMBER- BRACING - TOP CHORD ' 2x4 SP No.2 TOP CHORD :. Structural wood sheathing directly applied or 5-0=1 oc pudins. BOT CHORD ' 2x4 SR No.2 BOT CHORD :. :Rigid ceiling directly applied or.6-5-14 oc bracing. WEBS 2x4 SP No.$ . WEDGE Left: 2x4 SP No.3 REACTIONS. .(size) 1=0-3-8, 6=d-8-.0 Max:Horz 1= 203(LC 10): . Max Uplift 1=-404(LC 12), 6=-528(LC 12).: Max Grav 1=724(LG 1), 6=801(LC 1) FORCES.. (lb) -. Max. Comp./Max. Ten..- All forces:250 (lb) or less except when shown. TOP CHORD 1-2=-1207/966, 2-3=-945/754,3-4=-799/740, 4-5= 951/734,.5-6=-1248/1014 BOT CHORD. 1 -1 0=-712/1094, 8-10=-364/799, 6-8=-796/1103 WEBS 2-10=-351/438,_3-10=-130/252, 4-8=7129/287, 5-8=-420/480 ..: 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=44sf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. C; Encl.GCpi=0.1.8; MWFRS(directional) and C-C Exerior(2E) 0-00 to 4-0-1, Interior(l)4-0-1 to 8-7-8, Exterior(2E) 8-7-8 toll; Exp 1077-8, Exterior(2R) 10-7-8:to:1673-6, Interior(1) 16-3-6 to.20-11-8 zone;C-C for members and,forces & MWFRS:fof.reaotions 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 yequiremehts specific to the use of this truss component. - 4) Provide adequate: drainage to prevent waterponding. 5) This truss fias 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'.00sf 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 Ib uplift at joint(s) except Qt=lb); 1=404: 6-528. Joaquin Velez PE, No.68182 .r MiTek USA, lnc: FL Celt 6634 .6904;Patke East Blvd. Tampa FL. 3 Date:' August 11;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 �I a truss system. Before use, the building designer must vedfythe applicability of design parameters and properly incorporate this design,inio 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 injuryand 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: - Safelylnformation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 p s_ Tampa, FL.36610 Job Truss Truss Type a Qty.. Ply r T24988686 2867000 B3: Common 1 1: Doti Reference (optional) t uiicters mrsibource trlanx L ny, rLJ, rlant LAW, rL - 6J00r, . o.yau s Sul I c 41 IVII I un II1-butuo, !H . Y v I D:2iJ W RJ W y4NRw3aL?k?20vNzXRgt-W..ecvbkl xHeT1 DLW 1149KX5iK72gMNYAByuZFgByp_QO 4-10-12 9.7-B 14-4-4 19-7-8 20-11.8 4-16-12 4-8-1.2, 4-8-:12: 5-3-4 1_ 4-0 Cale —1 8 . .. .. .. •35.6 46 = :. 3 3x4 = 3x4 = 3x4 =. 3x4 = 3x4 = 5-11-3 .. 13.3-13 19-7-8 5-11-3 : 7-4-10 7 6-3-11 Plate Offsets (X Y)-- [1.0-0-0 0-0-81 LOADING (psf) SPACING- 2-0=0 CSI. :DEFL. in (lop I/deft:' Ud PLATES: GRIP TOLL .. 20.0 .' Plate Grip.DOL: 1.25 TIC 0.41' Vert(LL) .: :-0.07 : 7-9 >999 240. . . MT20 244/190 TCDL 7.0. Lumber DOL. 1.25 BC 0.49 Vert(CT) -0.16:' 7-9 >999 180, BCLL 0.0 .` Rep Stress. Incr . ' , YES WB .. 0,31 : Horz(CT) .. 0.03. 5 n/a n/a BCDL 10.0 : Code' FBC2020/TPI2014 Matrix -AS Weight: 90 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): 1=0-3-8,:5=0-8-0 Max Horz 1=-223(LC 10) Max.Uplift 1=-404(LC 12),:5=-528(LC 12) w. Max Grav 1=724(LC 1), 5=801(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.: . TOP CHORD 1-2= 12?3/999, 2-3=-1116/1044, 3-4=-1168/1074, 4-5=-1251/1026 BOT CHORD 1-9=-706/1087, 7-9=-365l706, 5.7=-768/1087 WEBS.3-7=-404/545,4-7=-306/431;3-9=-354/476,2-9=-274/407' 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat._ ll; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-O=O to 9-7.8, Extedor(2R) 9-7-8 to 13-7-8, Interior(1) 13-7-8 to 20-11-8,zone;C-C for members and for cBSA MWF.RS 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) 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 1='404, 5=528. ' 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 ' 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 MiTeke connectors. This design Is based only upon parameters shown; and is:for an individual building component, not a tru 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 Individual truss web and/or chord members•only; Additional temporary, and permanent' bracing T MI prevent of is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the Ipik• fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. - ANSI/TP/f Quality Criteria; DSB49"and BCSI Building Component 6904 Parke'East BIJd: Safelylnformation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 p Tampa, FL :36610 Job Truss Truss Type Ply r tQty T24988687 2867000 135A . Half Hip Truss 1 1: Job Reference (optional)' liudoers mrstsource tenant -silty, rLj, riani ally, t-L- aaoor, o. +ou JUII G LVG 1 Ivil 1 u IIIUUJOICJ, I.- vv I D:x_XMgR7vsTpljX7_7zwKvVygLdl-_gAHo42Z2yburV5xsoh;t4l rOhS486sSHBYJoNdyp_Q? 1 4 0 4.5•2 . g:p:p' ..': 11_g.p .':' .. .. 1978 1-4.0 475-2 3-6-14 3-8-0 : " 8.- . 6x8 - Scale=:1:39.2 .. 3x8 11 4x4 = 5 8 .7 . :. :. 3x4 6.00 F12 .4. . . .. 12 2x4 \\ 2x4 I I .. 4x4 3: m ST1.5x8 STP 2. r r 10. 9 .. :.16 :. 3x4 = " 3x6 - - 5x8 = 8 3x6 11 5-10.0 .. 15-3=13 . .. 19-7-8 5-10-0 .9.5-13 4 3 11 Plate Offsets(X Y)-- [5.0-4-0 0-1-151 [9.0-4-0 0-3-0] LOADING (psf) SPACING- 2-0=0 :. CSI. :DEFL. in (lop) I/dell Ud .:,:PLATES: GRIP TCLL . 20.0 . Plate Grip.DOL: 1.25 TC.. 0.87 Vert(LL) :0.50 : 9-10 >472 240 MT20 .244/190 TCDL 7.0. LumberDOL: 1.25 BC:: 0.84 Vert(CT) -0.52- 9-10 >453 180 BCLL 0.0 ' . Rep Stress. Incr .. YES W B . , 0.88 : Horz(CT) :. 0.02. 8 n/a n/a. . BCDL 10.0 Code' FBC2020fTPl2014 Matrix -AS Weight:'122 lb FT = 20 % - LUMBER- BRACING7 TOP CHORD 2x4 SP No.2 *Except*.: " : ' TOP CHORD :. Structural wood sheathing directly applied, except -end verticals. 577: 2x6 SP No.2 BOT CHORD':. :Rigid ceiling directly applied. 50T"CHORD 2x4 SP No.2 WEBS 1 Rowat.midpt. 7-9 " WEBS 2x4 SP No.3 `Except* JOINTS 1 Brace at Jt(s):: 12 6-9: 2x4 SP No.1 REACTIONS.: ' . (size) 8=0-3-8, 2=0-8-0 .. Max.Horz 2=421(LC 12)-. " Max Uplift 8=-523(LC 12), 2=-523(LC 12), Max Gnaw 8=839(1_E 1), 2=904(LC 17) FORCES. (Ib) -:Max. Comp./Max. Ten. -All forces250 (Ib) or less except when shown. TOP CHORD .2-3=-1506/1096, 3-4=-1462/1659; 4-5=-373/239, 5-8=-584/533,:6-7= 818/791, 7. 7-8=-833/851 BOT CHORD 2-10=-1377/1409; 9-10= 926/942 WEBS 4-10=-379/556,;7-9=-1171/1207,4-12=-616/599111-12=-618/601,.3-10=-367/499, 9-11=-507/758, 6-11=-719/921, 5-11=-254/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VUIt=:1:60mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft;.eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.1.8; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-5-12: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) TISis truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6). #.This truss has beerl:designed_for a live load of 20..0Pst on ;the tiottom 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) except Qt=lb): 8=523; 2=523.'. 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. , 9) In the LOAD, CASE(S) Section, loads applied to, the face of the truss are noted as front (F) or back (B). Joaquin Velez PE: No.68182 LOAD CASE(S)'. Standard " . .1) Dead -+'Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25- ' ' East Blvd. rna. 890 Tam p 4. Uniform Loads If D te' Da Vert: 1-5=-54; 5-7=-54, 1.0-13=-20, 10-16=-40(F=-20), 8-16=-20 August u ust 11;2021 . AQ, 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 showri,:and is'for an individual building component, not: 1- a truss system. Before use, the building designer must vedfythe applicability of design parameters and; propedy 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 l� " MiTek' 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 , . ANSIITP11 Quality Criteria; DSB=99 and BCSI Building Component 6904 Parke'East Blvd. Saretylnrormation available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job " " Truss Truss Type r rQty Ply :. T2498868 B 2867000 B6A . Half Hip Truss 1 1: . Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL; 33567, 8.430s Jun 2 2021'MiTek Industries, Inc. Wed:Aug 11 07:50:06 2021 :Page 1 I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-_gAHo42Z2yburV5xsohZ41rS6S5Y6tKHBYJoNdyp_Q? -1-4-0 5-10-0 7-1-4 " 8.0-0 11-3-15 13.8-0 :19.7-8 1-4-0 5-10-0 9-3.4 -10.1 3-3-15 2-4-1 :5-11-8 8 6 0 kB �: Scale=:1:42.3 . .0 12. _ 3x _ 4 6 7. .. 5x6 .. :. .. .. 5 .. .. : 3x4. i 4 4x4 II 12 3 13 2x4 =- 4x4 11 o . ST1'.5x8 STP = 2 o. :1 r. i 11 10 9.. 8 .= = 3x4 3x4 = 3x43x4 3x6 11 5-10-0 15-3-13 p ip 9 7 8 5-10-0 9-5.13 4-3-11 Plate Offsets (X Y)=- [5:0-3-0 0-3-0] [6:0-2-12 0-2-8] LOADING (psf) SPACING- 2-0-0 : CSI. :DEFL. in (lop) I/deft: Ud PLATES: GRIP TCLL ..20.0 .' Plate Grip DOL 1.25 TC.: :0.59 Vert(LL) :0.63 : 9-11 >371 240 MT20 244/190: TCDL 7.0 Lumber DOL : 1.25 BC: '0.81 . Vert(CT) -0.67. 9-11 >351 186. BCLL 0.0 Rep Stress. Incr YES WB 0.82 Horz(CT) ,-0..02: 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014: - Matrix -AS V1leigtit:'122 lb FT = 20% LUMBER- BRACING- . . TOP CHORD 2x4 SP No.2 `Except` TOP CHORD : Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD :. :Rigid ceiling directlyapplied. BOT.CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 12 WEBS 2x4 SP No.3 `Except` 6-9: 2x4 SP M 31 :. REACTIONS. . (size) 8=0-3-8, 2=0-B-0 .. Max.Horz 2=488(LC 12) . Max Uplift 8=-477(LG 12), 2=-449(LC 12) Max GrBv'8=719(LC 17), 2=811(LC 17)' FORCES.. (lb) -Max. Comp./Max. Ten. .-All forces:250 (lb) or less except when shown. TOP CHORD-.2-3=-1207/737, 3-4=-1469/1181, 4-5=-56B/464, 5-6= 328/249, 6-7=-392/357, 7-8=-742/754 BOT CHORD 2-11=711,19/1146, 9-11=-688/667 WEBS 4-11=-912/101.2, 6 12=-369/571, 9-12=-473/681; 7-9=-680/763, 12-13=397/41;2, 3-11=-795/974,'6-13=-316/268, 5-13=447/532 NOTES 1) Wind: ASCE 7-16; Vult=1.60mph (3-second gust) Vasd=124mph; TCDL=4:2p6f; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=4ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Correr(3) -1-4-0 to 2-8-0,_Exterior(2E) 2-8-0 to 19-5-12 zorie;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 specifiq to the' use'of this truss component. :. . 3) Provide adequate drainage to prevent waterponding. 4). This truss lias 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 100 lb uplift at joint(s) except (jt=lb) 8=477 2=449. 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 VelerPE: :No.69162 MiTek USA, Inc. FL Wt.6634 East Blvd. Tampa . , . 6904:Paike E FL 33610 ; August 11;2021 qp 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 vehfy;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 _ MiTpk !set ayarequired 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. ANSUTPlf Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyinMrmation available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FC:36610 Job ..:. . Truss ... Truss Type Qty Plyq. r T24988689 2867000 B7A . Half Hip Truss 1 1: .. .. .. .. . Job Reference (optional) 15 $T1.5x8 STP = 2 1 10 .16 ; 3X6 = 3x4:= ' 2 x4 11 3x4 . . ... .. 4-10-12 15-8-0' - — .: 19.7-8 r.. 4-10-12 .. 10-9-4 3-11-8 Plate Offsets (X Y)=-[4:0-2-12 0-3-41 [5:0-2-12'0=2-4][11:0-2-8 0-2-81 LOADING (psf) SPACING- 2-0-0 . - CSI. :DEFL. in (lop) I/deft:' Ud PLATES: GRIP TCLL ..20.0 . Plate Gdp.DOL: 1.25 TC.: D.72 Vert(LL) . -0.51 . 8-10 >462 240 MT20 .:244/190 ' TCDL 1.0- LumberDOL: :1.25 BC 0.96: Vert(CT) ' -0.79: 8-10 >295 180. " BCLL 0,0 '. Rep Stress.Incr YES WB 0.53: Horz(CT) 0.03'. 7 n/a n/a BCDL' 10.0 Code FBC2020lfP12014 :; Matrix -AS Weight: '123lb 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.1 BOT CHORD : Rigid ceiling directly applied.:. WEBS 2z4 SP No.3 WEBS 1 Row at.midpt. 4-11, 7-11 JOINTS 1 Brace at Jt(s); 11 REACTIONS. (size). :7=0-3-8, 2=0-8-0 Max Horz 2=550(LC 12)' Max Uplift 7=-500(LC 12),:2= A26(LC 12) Max:Grav 7=963(LC 17),.2=1004(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(Ib) •of less except when shown.: TOP CHORD 2-3=-1793/943, 3-4=-1712/928, 4-5=-679/428; 5-6=472/316, 6-7==385/308 BOT CHORD .2-10=-1477/1665, 8-10=-1204/1206, 7-8=-1202/1190 .: . WEBS 4-1 0=- 175/639, 8-11=0/550; 5*11 =-523/925, 6-11=460/9051 4-11= 1493/1623, .7-11=-1791/1796, 3-10=-128/308. NOTES 1) Wind: ASIDE 7-16; Vult=160mph:(3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat._ . II; Exp C;:Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E):-1-4-0 to 2-8-0, Exterior(21\1).2=8-0 to 15-8-0, Corner(3E) 15-8-0.to 19-5:-12zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Building besigner/ Project engineer responsible for verifying applied'roof live load shown covers rain' loading requirements specific' to the use of this truss o6mponent. 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 100 'lb uplift at joint(s) except at=lb) 7=500, 2=426. 7). This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/0 gypsum sheetrock be applied directly to the bottom chord: . ... Joaquin Velez PE: No.66162 • M[Tek USA,Inc. FL Celt.6634 .. East Blvd. :,are TampaFL 33610.. :. Date:; .'August 11;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 viith 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 verifythe 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/orchord 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 bracingoftrusses and truss systems, see . ANS11TP11 Quality Criteria; DSB49 and BCSI Building Component 6904 Parke'East Blvd: Safety.Informatiomavailable from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply r T24988690 2867000 B8A . Half Hip Truss 1 1: Job Reference (optional) B3wlders Flrstsource (Plant city, FL), : Plant Gity, I-L - 33be/, a.43U s dun z zuz t Mt t eK tnausme5, mc. vveumug i i ur:ou:uo eue i rdye i I D:x_XMgR7vsT.pliX7jzwkvVygLdi-wDl2Dm3paZrc4pFKzDj l9jwlKGmjaklaesovQ(Nyp_Pz y-4-0..3 8 4 3-10-12 ...: . g-0.0. 13-0-3 17-8.0 19.7-8 1-4.0 r" 3.8-4 1-2-8: 3-1-4. 5.Or3: 4-7-13 1-11-8 4x4— _ Scale � :1:54 8 6;00 12 3x4 5. 6 5x8 i q 2x4.� .: 3 13 . ST1.5x8 STP = c0 2: .. 0 1 - 9 14 15 8 7 3x4 x 0 = 3 1 3x6.11 4-10-12 ' 15-8-0 .. 17-8-0 19-7-8 4-10-12 3-1-4: 7-8-0 $0r0 ' 1-1:1 Plate Offsets (X Y)-- [4:0-4-0 0-3-01 [9i0-4-0 0-3-0] LOADING (psf) SPACING- 2-0=0 : CSI. DEFL. in (lop) - I/defl Ud PLATES: GRIP TCLL .20.0 PlateGrip.DOL: '1.25 TC. .0.74 Ve-rt(LL) :-0..3.1 8-9 >761 240 MT20 '244/190: TCDL 7.0 Lumber DOL : ' .' -1.25 BC : '0.90 : Vert(CT) -0.50: 8-9 >470 180 BCLL - 0.0 Rep Stress. Incr YES WB . 0.99 . Horz(CT)-0..03. ' 7 n/a n/a BCDL 10.0 : Code FBC2020/TPI2014: -. Matrix -AS 1Neight:'131 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SF No.2 TOP CHORD .. Structural wood sheathing directly applied, except end verticals. BOT CHORD 2z4 SP No.2 BOT CHORD :. Rigid ceiling directly applied.: . WEBS 2x4 SP No.3. WEBS- 1 Row at.midpt 6-7, 5-8, 6-8 REACTIONS. (size), .7=0-3-8, 2=0-8-0 Max Horz 2=612(LC 12) Max.Uplift 7=-527(LC 12),:2=-399(LC 12) Max Grav 7=960(LC 17),:2=975(LC 17) . . FORCES. (lb) - Max. Cbrri0./Max. Ten. -All forces 250 -(Ili) or less except when shown. TOP CHORD 2-3=-1572/926, 3-4=-1307/648, 4-5=-279/100; 6-7=-1107/872 ". BOT CHORD .2-9=-1549/i518, 8-9= 701/676 WEBS .6-8=-788/1085, 4-8=486/910,'4-9=448/812, 3-9=45w42 NOTES 9). Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf' h=25ft; B=45ft; L='40ft; save=oft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3E),-1,-4-0 to 2-8-0; Exterior(2N) 2-8-0 to.17-8-0, Comer(K) 17-8-0:to:19=5'-12 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 'Phis truss has been designed for a live Toad 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 100 lb uplift at joint(s) except Qt=lb): 7=527, 2=399. 71 Tleis truss design requires that a minimum of 7/16" sitruetural wood sheathing be applied directly to the top chord and 1/2" gypsum "sheetrock be applied 'directly to, the bottom chord. • Joaquin Volk PE No.68182 . - � MiTek USA, Ind. FL Celt 6634 .. : 6904;Paike East Blvd. Tampa FL 33610 . .. Date: August 11,2021 ' 0 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 showri; and is:for an individual building component, not •�• a truss system. Before use, the building designer must ver fy.the applicability of design parameters and properly incorporate this design Into the overall- �building design. Bracing indicated is io prevent buckling of individual truss web and/or chord members:only: Additional temporary, and permanent bracing • MiTek' ' is a. Iwaysrequired forstabiliry 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/Tplf Quality Criteria, DSB49 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 . t T24988691 2867000 B9- Monopitch 1 1: Job Reference (optional) t3maers rtrst5ouree trtant a;tty, t-L), : ream tatty, r-L - JJbb/, a.4Jv 5 Jun c cuc 1 wa r UK uwusureb, nru. vveu n 9 r r ur.au.ua cuc, Faye , I D:x_XMgR7vsTpljX7_7zwKvVygLdl-OPsQR64SLtzTiygW XwEGhxTyaf74JKbjtV.YSyyyp_Py -1-4.0 .. 6-9-11 .':: .. 13-0=13'.: .. .. 19.7-8:. . 0 6-9-11 . 6-3-3 : 6-6.11 . S - 24 .I I tale 1:57 7 x. . 5 6.60 F12 13 3x4 4 5x6 i 3 12 . ST1.5x8 STP= 2 :. 3x4 = 3x4 = 6x8•= 3x4 - 9:11-6 : .. 19-7-8 9-11-6 9-8-2 Plate Offsets (X Y)= [2.0-0-4 Edge] [3!0-3=0 0-3-0] LOADING (psf) SPACING- 2-0.0 : CSI. :DEFL. in (loc) I/deft: L/d :PLATES: GRIP TCLL 20.0 Plate Grip DOL: 1.25 TIC 0.513 Vert(LL) -0.36 ' 6-8 >657 240. MT20 244/190: TCDL 7.0 . Lumber DOL :1.25 BC 0.82 . Vert(CT) -0.54 6-8 >429 180 BCLL 0.0 .", Rep Stress Incr ; YES WB 0:41 Horz(CT) . 0.02. 6 n/a n/a BCDL 10.0 Code' FBC2020/TP12014 : ; Matrix -MS Weight: 108 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6.oc purlins, BOT CHORD 2x4 SP No.2 *Except' :except end verticals. 2-7: 2x4 SP No. 1. BOT CHORD Rigid ceiling directly applied of 5-11-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt; 5-6, 4=6 REACTIONS. (size) 6=0-3-8,'2=0-8-0 " Max Horz 2=667(LC 12) ' : .. ' Max:Uplift 6=-554(LC 12), 2_ 372(LC 12) Max Grav 6=994(LC.17), 2=968(LC 17) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(Ib) or less except when shown... TOP CHORD .2-3=-1340/431, 3-4=-1145/357, 5-6=-171/261 BOT CHORD .2-8=-98811288, 6-8=-540/670. WEBS 4-8 326/864, 4-6=-938l765, 9-8=-407/506 NOTES- 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1.4-0 to 2-8-0, Interior(1) 2-8-0 to 19.5-12 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) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-'0 wide ; will fit between :the bottom chord and any other members, with BCDL'= 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of: withstanding 100 lb uplift at joint(s) except Qt=1b)- - 6=554,2=372. Joaquin Velei PE: No.68182 . ' = MITek USA, Inc: FL Cert.61i34 .. .. .. . 6904 Parke East Blvd. Tampa FL 33810 : ' Date:. ... August 11;2021 . . .. . ©WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -a .. - Design valid for use only with MITek® connectors. This design Is based only upon parameters showri, and Is for an Individual building cornponenf, not �� �a truss system. Before use, the building designer must vedfy:the applicability of design parameters and property incorporate this design into the overall • building design. Bracing Indicated Is to chord members only. Additional temporaand permanent bracing buckling of individual truss web and/orry : " MiTek' 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 ANSUTP11 Duality Criteria; DSB-89 and BCSI Building Component 6904 Parke'East Blvd: Safety. Wormation-available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL .36610 Job Truss Truss Type (]ty Ply r T24 9 9686 2 2867000 C1 JACK -OPEN TRUSS 10 1: . Job Reference (optional) tiuuoers r-irstzjource trlant tiny, t-L), : mam L ny, rL - JJotir; - - t1.gou s uun z zuz I IwI I ex inaustnes, Inc. vvey mug I I ur au:ua zue 1 raye 1 I D:x_XMgR7vsTpljX7_7zwKvVygLd6OPsOR64SLtzTiygWXwEGhxTOafJ_JOxjtVYSyyyp_Py 1-4-0 .': .. 0-11-q 1-4-0 .. .. 0 11-4 : e=1.. .. ' :. Scal 76 3 6.00 12:. 0 Nqs .. .. 0 5x8 ST = 4 3x4 _ 0 0-11-4 Plate Offsets (X Y)--' 12:0-0-4 Edge] SPACING- 2-0-'0 CSI. DEFL. In loc l/defl: Ud PLATES: GRIP :. LOADING (psf) ( ) TOLL 20.0 Plate Grip DOL. - 1.25 TC " 0.32 Vert(LL) .: .0.00 : 5 >999 240 MT20 244/190 TCDL 7.0 . Lumber DOL . 1.25 BC 0.06 Vert (CT) 0.00:' 5 >999 180 BCLL 0.0 :* Rep Stress. Incr YES WB .. 0.00 , Horz(CT) : 0.00: 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014; • .: Matrix -MP Weight: '5 Ib FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SO No.2 aTOP CHORD Structural wood sheathing directly applied or 0-11= oc puriins. BOT CHORD 2x4 SO 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=91(LC:12) Max Uplift 3=-3(LC 1), 2= 227(LC.12); 4=-15(LC 1) Max Grav 3=23(LC 12);.2=158(LC 1), 4=51(LC 12) .. ' 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.. 11; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and for ces& MWFRS for reactions showir.Lumber DOL=1.60 plate grip DOL=1,60: 2) Building Designer / Project engineer responsible for verifyind 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 live1oad 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 100 lb uplift at joint(s) 3,:4 except (jt=lb) 2=227. so Joaquin Velez PE: No.68182 " MiTek USA, 1no. Fl. Ce;K.6634 East Blvd. Tampa 60..are m a .. ate: , ; .. ... August 11;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 shoiari; and is'for an individual building component, not , a truss system. Before use, the building designer must verify:the appllcabllity of design parameters and, property: Incorporate this design Into the overall building design. Bracing indicated is io prevent buckling of Individual truss web and/or chord membeIrs-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. ANS11TP11 Ouality Criteria; DS1949 and BCSI Building Component 6904 Parke East Blvd: SaretylnJormation available from Truss Plate, Institut a,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ,Oty Ply .. . T2 4988693 2867000 C1A. JACK -OPEN TRUSS 2 1 • Job Reference (optional) Plate Offsets (X Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 : CSI. :DEFL. in (lop) . I/deft: Ud :PLATES: GRIP TCLL 20.0 . Plate Grip.DOL: 1.25 TC.: .0.32 Vert(LL) :0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL , 1.25 BC 0.06 : Vert (OT) -0.00 5 >999 180 BCLL 0.0 :`. Rep Stress, Incr YES WB : 0.00 : Horz(CT) . 0.00 4 We rita BCDL 10.0 CodeFBC2020/TP12014 _; Matrix -MP W eigFit:'5 Ib FT = 20'/0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-114: oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD : Rigid ceiling directly applied DO 0-0-0 oc bracing' REACTIONS. (size):: 3=Mechanical, 2=0-8-0, 4=M.echanical . ' Max Horz 2=91(LC:12) Max Uplift 3=-3(LC 1), 2=-227(LC.12), 4=-15(LC 1) Max.Grav 3=23(LC 12);.2=.158(LC 1), 4=51(LC 12) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.' II; Exp C; Enci., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; porch left 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 bomponent. 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 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10.0 lb uplift at joint(s) 3,.4 except (jt=1b) 2=227. • Joaquin VelerPE: No.68182 • :. - • MiTek USA, lnc. FL Celt 6634 • • • 6904.Pafke East Blvd. Tampa.F.L 33610 .... .. Date: August 11;202.1. . . WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an Individual building component, not. _Design 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 _ pp� IVIITW, is aiways: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 _ ANSIM11 Quality Criteria; DSB49 and BCSI Building Component 6904 Parke East Blvd: SatetlI /ntormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 ' Job Truss Truss Type Qt.y.. ply T24 988694 2867000 C3: .' JACK -OPEN TRUSS 10 1: Job Reference (optional) L 1 3x4 2-11 2-1i-4. Plate Offsets (X Y)--' [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0=0 . CSI. :DEFL. in (loc) I/dell: Ud PLATES: GRIP TCLL 20.0 Plate Gdp.DOL: 1.25 TC.: .0.32 Vert(LL) . :0.01 4-7 >999 240 MT20 244/190 TCDL 7.0. :' 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 Coale FBC2020/TPI2014 .:r Matrix -MP Weight:'12lb FT=20% LUMBER-BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-114oc pudins. 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=152(LC 12) . Max Uplift 3=-62(LC 12), 2=-i83(LC 12) Max.Grav 3=70(LC 17);.2=195(LC.1), 4=49(LC 3) " FORCES.' (lb) -Max. Comp./Max: Ten. -All forces 25.0 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.: . ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and " right exposed;C-C for members and forces &MWFRS for reactions shown;iumber 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 cofnporlerif. 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 Iive: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. 61 Provide mechanical connection (by others) of truss fo bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=183. w. .. .... • Joaquin Velei PE No.68182 M1Tek USA, Inc. FL Cett 6634 6904; Parke East Blvd. Tampa FL 33610 ; a a •August . & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1.7473 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 componenf, 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 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 SCSI Building Component 6904 ParkeEast Blvd:_ Satelyinlormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss - Truss Type Qty Ply .. 2867000 C3A JACK -OPEN TRUSS 2 Job Reference (optional)' builders rtrstsource iriant city, t-Lt, riani t ay, rL - aaoor, . o.— b tell «tea ID:x_ _ XMgR7vsTpljX77zwKvVygLdl-KozAso6isUDBxG_veLGk6MYM3TxenKROKpI ZI ryp_Pw �. 2-11-4 1-4-0a 2-11-4 p. : Stale_ :1:12.7 3 .. -a rI 6.00. 12 . m .. N 2 S .P= 4 Plate Offsets (X Y)-- [2:0-0-4 0-0-0) LOADING (pso SPACING- 2-0-0 CSI. "DEFL. in (loc) : Udefl' L/d :PLATES'' GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC.: :0.32' : Vert(LL) 0.02 : 4-7 >999 240 MT20 244/190 TCDL 7.0 . Lumber DOL . 1.25 BC' : 0.24 : Vert(CT) 0.02: 4-7 >999 180 BCLL 0.0 ,` . Rep Stress. Incr YES W B .. 0.00 . Horz(CT) -0.00 3 n/a Na . BCDL 10.0 CoaleFBC202OfTP12014 Matrix -MP a Weight:'12lb FT=20% LUMBER- p BRACING - TOP CHORD '2x4 SP No.2 TOP CHORD : Structural wood sheathing directly applied or 2-11-4:oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD : :Rigid ceiling directly applied oi• 10-0-0 oc bracing: . REACTIONS. (size): .3"Mechanical, 2=0-8-0, 4=Mechanical . Max Horz2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(1_C 9) Max Grav 3=62(LC 17); 2=195(LC 1), 4=49(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-sec9nd gust):Vasd=124mph; TCDL-4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat.: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left exposed;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'compbherit. 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.thebottom chord and.anyother members. 5) Refer to g'irder(s) for truss to truss connections. 6) Provide mechanical connection (tiy others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8,4 except Qt=lb) 2=245. Joaquin Velei PE: No.68162 .p MiTek USA, ln.c: FL Cert.6634 6904;Patke East Blvd. Tampa FI: 33610 .. .. .. .. .. .. .. .. .. .. Date:. :. August 11;202.1' .. 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, note " . 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. andpermanentbracin9 . . . 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. , • . ANSM11 Quality Criteria; DSB49'and BCSI Building Component 6904 Parke East Blvd. Saretyinformation available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type ! Q#y.. ply T24988696 2867000 C5. JACK -PARTIAL TRUSS 10 1: Job Reference (optional)' 3z4 _ 4,114 . . - —4-11.4. . ; Plate Offsets (X Y)'-- 12:0-1-4 0-0-2] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (Ioc) I/dell Ud : :PLATES: GRIP TCLL 20.0 Plate Grip DOL: 1.25 TIC .: .0.55 Vert(LL) 0.06 : 4-7 >943 240 MT20 244/190 TCDL 1.0 Lumber DOL.: : 1.25 BC:. 0.'44 : Vert(CT). -6.06: 4-7 >913 186. BCLL 0,0 :` . Rep Stress. Incr YES WB :. 0.00 . Horz(CT) ..-0.00. 3 n/a n/a: BCDL- 10.0 Code FBC2020/TPI2014 ; Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD '2x4 SO No.2 TOP CHORD : Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD : :Rigid ceiling directly applied.:. REACTIONS. (size) : 3=M.echartical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC' 12) . ' Max Grav 3=133(LC 17); 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten.'- All forces 250 (Ib) or less except when shown, NOTES- 1) Wind: ASCE 7-16;-Vult=160mph (3-sec9nd g9st).Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.: Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) •1=4=0 to:2-8-0, Extedor(2R) 2-8-0 to 4-10-8 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 cofnpbnent. ' 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 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.betweenahe bottom chard 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 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 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.6818.2 MiTek USA, Ind. FL Celt 6634 6904.Patke East Blvd. Tampa FL 33610 Date:. August 11;2021' . Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is basedonly upon parameters showri,:and is for an Individual building componenf,not�- a truss system. Before use, the building designer must vedfy;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/orchord members -only: Additional temporary andperrnanent bracing MITPi'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_ . ANS11TPII Duality Criteria; DSB-89 and SCSI Building Component 6904 Parke' East Blvd: Satefy.tntormation available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL :36610 Job Truss Truss Type Qty Ply . „' T2 4988697 2867000 C5A JACK -PARTIAL TRUSS 2 1: Jolt Reference (optional) timaers rustsource trtant cny, t-Lj, mans uny, rL - aanor, .. .. _1-4-0 r: 14 Plate Offsets (X Y)-- [2.0-0-12 Edgel LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (loc) : I/deft: Ud :PLATES GRIP TOLL ..20.0 . Plate Grip.DOL: 1.25 TC 0.81 Vert(LL) .. 0..18 4-7 >322 240 MT20 2.44/190 TCDL 7.0 . Lumber DOL : :1.25 BC : 0.84 : Vert(CT) 0.17: 4-7 >354 180 BCLL 0.0 :` Rep Stress. Incr YES WB 0.00 . Horz(CT) . -0..01 . 3 n/a n/a . BCDL: 10.0 Code FBC2020/TP12014; 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=214(LC 12) Max Uplift 3=-145(LC 12), 2= 300(LC 12),'4=-81(LC 12) Max.Grav 3=120(LC 12), 2=262(LC 1), 4=86(LC 3) .. . FORCES. (lb) -'Max. Comp./.Max. Ten.'- All forces 25O (lb) or less except when shown.: NOTES- 1) Wind: ASCE 7=16;.Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=404; eave=4ft; Cat. II; Exp C; Enc(., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to'2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left exposed;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 oovers rain loading requirements specific AD the use of this truss bonlponerit. 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 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. 5) Refer to girder(s) for truss to truss connections.- . . . . e) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 :except (jt=lb)j. : 3=145, 2=300. 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 beapplied directly to the bottom chord. Joaquin Velez -PE No.. 8182 . _ . _ MiTek USA, Ind. FL Ceit.6634 ast Blvd. 7a 6904:Patke E m a ... ; p FL . .Date:. . ...August 11;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; andistor an individual building oomponen(,: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 Mffek' ' is a1w ays :required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - . fabdcation, storage; delivery, erection and bracingoftrusses and truss systems, see . ANSM11 Quality Criteria; DSB189 and BCSI Building Component 6904 Parke East Blvd. Satety.intormation available from TrussPlate, Institute.:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' : - ' : ' : ' ' Tampa, FL :36610 - Job Truss Truss Type Oty Ply T24988698 2867000 D2A. Half Hip Truss 1 1: Job Reference (optional) tjuuaers rusioource, triant Lny, rLl, ___. . _ _ ID:)(-XMgR7vsTpljX7_7zwKvVygLdl-INfJUpBa9Pbloki rKTgRO_Amggne_TrS1 nFDeAyp_Pt r1.41: .. . 6 4 11 13=0.0 28_0-0 .. ' . .. 36-0-5 .. 43=0-0.: :6-4-11 6.7-5: 6r11-11': 8.0.-6 8.0-5 6-11r11 . Scale =.1. •75.8 . . 5x6 = _ I ' 6.OD .. .. 3x4 = Sx6 - 3x4 = 3x4 11 4 2223 5 . 24 :. 6 25 .7 26 ' . .. 8 5x$ i .. .. <21 3 ST1.5x8 STP = 20 m 2 aI 1 o 27 . 16 28 - 15 .14. 13 2f3 ,30. 12 31, 11 32 .10 33 34 .9 2x4 11 ST1.8x8 STP.=: 5x8 WB= 3x4 = 4x6 = : 3x4 = 6x8 3x6 = '6x8 = 6-4-11 11-8-0 13-0-Q 23-1-3 32-10-13 43 0 0 6-4-11 5-3.5 1-4-0 10-1-3 9-9-11 10-1-3 Plate Offsets (X Y)=- [3.0-4-0 0-3-0] [4iO4-0 0-2-0] [6:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (lop) I/deft:' Ud :PLATES: GRIP TCLL . 20.0 . Plate Grip.DOL. ' 1.25 TC.: :0.80' vert(LL) .: -0.48 12-14 >764 240 MT20 244/190: TCDL 1.0 : Lumber DOL. :1.25 BC:: 0.99 : Vert(OT)-0.84:12-14 >442 160. BCLL 0.0 .` . Rep Stress. [nor YES WB :. 0.85 Horz(CT) : 0.10. 9 n/a n/a . BCDL 10.0 Code FBC2020ITP12014; ;, Matrix -AS .Weight:'239lb FT=20%- LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD.: Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 *Except` BOT CHORD :. g' g y :Rigid ceiling direct) applied. :j. 11-13: 2x4 SP No.1 WEBS 1 Row at.midpt 5-14, 6-12, 6-10, 7r9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. .' : (size) 9=0-3-8, 2=0-8-0, .15=0-8-0 ' Max.Horz 2=467(LC 12) . Max Uplift 9=-771(LC 12), 2- 846(LC 12),:15=-799.(LC 12) Max Grev'9=1588(LC 17), 2=1148(LC2), 15=925(LC 2) FORCES. (lb) - Max. Comp./Max. Ten..- All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1694, 3-4=-1607/730, 4-5=-1405/733, 5-6=-2275/1126, 6-7=-1809/847 .' BOT CHORD 2-16=-1869/1668, 15-16=,1856/1672, 14-15=-1856/1672, 12-14=-1150/2115, 10-12=-1147/2180, 9-10= 727/1369. .:. WEBS 3-16=:556/123,.3-14=-397/1270, 4-14-0/415.,.5-14- 1046/578, 5-12=-27/411, 6-10- 620/500, 7-10=-287/1025, 7-9=-1847/997: NOTES .. . .1) Unbalanced roof live loads have been considered for this design. 2)' Wind: ASIDE 7-16; Vult=160mph.(3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave--5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13=0-0 to 18-7-14, Interior(1) 18-7-14 to 42-10-4 zone; 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 fora 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of: withstanding 100:Ib uplift at joint(s) except Qt=lb)' 9=771, 2=846, 15=799..: 8) This truss design requires that a fninimum 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 Velei PE: No.68182 w. MiTek USA,Inc: FL Ce13.6634 East Blvd. Tampa 69 ;,are m a .'.. Date:: .. . 1 'August1,2021 . Q WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown,•and-islor an individual building comp.gnent, not : �• a truss system. Before use, the building designer must verify the applicability of design parameters and propedyincorporate 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 Duality Criteria; DSB=89'and BCSI Building Component 6904 Parke East Blvd. Satelylntormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type City Ply T2 49aa699 2867000 D3A Half Hip Truss 1 1: .. Job Reference (optional) rsuimers mrslaource I•rianc uny, rLl, rlanl "Ry, rL - donor, I D: x_XM g R7vsTplj X7_7zwKvVygLdl-DZDhh99Cwjj cOtHgtBLg xgzf47Cj zScF R?mAcyp_Ps r1-4-o• 6-6-11 12-0-0 15-0.0 22-0-3 29.0-B- 35=10.1 g3-0.0:: . 1-4-0 6-6-11 5-5-5 3-0-0 7,0-3 7-0-4 :' 6r9-10 7-1t15 . Scale' - :125.6 .. 5x6 2x4 II :. Sx6 = 3x4 = 4z6 = 6.o0 12 9 5 22 23 6 24 7 25 8 26 2k4 11 4 5x6 .. .. 21. 3' ST1.5x8 STP = 20 m .2, 27 16 28 15 29:' 14 30 13 31 12' '. 32 11 33 34 10 4x6 4x6 3x4 2x4 II : ST1.5x8 STP = - . 4x8 = .. — 6x8 = 3 = ." 6x8 = 6-6-11 12-0-0 22-0=3 32-5.4 43-0-0 6-6-11 5 10-0-3 10-5-1 10-6-12 Plate Offsets (X Y)=- [3:0-3-0 0-3-0] [5:0-3=0 0-2-0] [7:0-3-0 0-3-0] [9:Edge' 0-2-01 LOADING (psf) SPACING- 2-0=0 : CSI. DEFL. in (log) I/defl Ud :PLATES GRIP TOLL . 20.0 . Plate Grip DOL: 1.25 TC.: .0.67 Vert(LL) 0.1816-19 >795 240 :.: MT20 244/190: TCDL 1.0 LumberDOL: :1.25 BC'. 0.07:' Vert(OT) 0.65:10-11 >565 186 BCLL 0.0 ' . Rep Stress. Incr YES W B .. 0,70 . Horz(CT) ..-0..0.4: 10 n/a n/a BCDL• 10.0 Code FBC2020/TP12014, Matrix -AS Weight:'257lb FT=20%- LOMBER- BRACING - TOP CHORD '2x4 SP No.2 TOP CHORD :. Structural wood sheathing. directly applied, except -end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD :. :Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at.midpt. 9-10, 7-13, 7-11, 8-10; 5-15 9-10: 2x4 SP N0.2, 5-13: 2x4 SP M 31 REACTIONS. -(size) 10=0-3-8, 2=0-8-0, 15=0-8-0 Max,Horz 2=5B9(LC 11) :. .. Max.Uplift 10— 600(LC 9), 2=-424(LC 12), 15=-1416(LC 1.2) Max Grav 10=1264(LC 19), 2=294(LC,1), :15=2162(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD : .2-3- 115/569, 3-4=-814/592, 4-5=:655/548, 5-6=-1159/591, 6-7=-1159/591, . 7-8=-1307/668 BOT CHORD. 2-16=854/191, 15-16=r836/191, :13-15— 190/336, 11r13=-678/1299, 10-11=-578/981 WEBS 3-16=-750/216,.3-15=-519/1312, 4-15=-241/308, 5-13=-652/1320, 6-13==409/436, 7-13=-284/251,,.8-1.1=-85/658, 8-10=-1284/671, 5715= 1520/1065 NOTES- :. 1) Unbalanced roof live loads have been considered for this design... ". 2) .Wind: ASCE 7-16; Vult=1,60mph (3-6e6ond gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=2511; B=45h; L=40ft;.eave=5ft; Cat: 11; Exp C; Encl., GCpiL_QAB' Ai1WFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-'0, Interior(l) 2-8-0 to 15-0-0, Eiterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 42-10-4 zone; Cantilever left and right exposed ; end vertical left and 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.l 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'drainageao prevent water'poriding..: 5), Thts truss has been designed fora 10.0 psf bottom dh6Wlive load nonconcurrent with any other live loads. 6) *.This truss has been designed for a live load of 20;.00sf on.the bottom chord in al.l: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: "lb' 7) Provide mechanical connection (by others)'of truss to bearing plate capable of:withstanding 100 uplift at joint(s) except at=lb) 10=600,'2=424,.15=1416. 8) This truss design requires that. a minimum of 7/16".stru6tural wood sheathing be applied directly to the top chord: and 1/2" gypsum sheetrock be applied direotlylo the bottom chord. . " q. Joaquin Velei PE: No.68182 . .. _ M7ek USA,1nc: FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date:: .. ... . August11;2021 . ' & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M I-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MITek® connectors. This design is based only upon parameters shown,mand 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 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-99 and SCSI Building Component 6904 Parke'East Blvd: Safetylnformation available from Truss Plate, lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qly Ply " T24988700 2867000 D4A Half Hip Truss r1 1: Job Reference (optional) Builders FirstSource (Plant City, FL),' Plant City, FL = 33567, 8.430's Jun 2 2021'MiTek Industries, Inc. Wed :Aug 11 07:50:16 2021 :I'age 1 ID:x-XMgR7vsTpIjX7_7zwKvVygLdl-hmn3vVArhl rTl lsskusvUPF5000VSPEIU5kKi2yp_Pr r1-4-q : 6-3.4 12=0-0 17 0=0" 22-9-5 - 28=6-10 37-0-1'5 1:-4r0 6-3-4 5.8-12' 5-0.0 . 5-9-5 5.9-5 8-6-5 : Sr11-2 Scale ' S I :7.7.0 .. 5x6 = 2x4 .11 .. 5x6 = 3x4 = 2x4 II 6.00 12 5 22 6 .23:. 7 24 .. 8 25 ' :9 2x4 :I 214 5x6 i 3 ST1.5x8 STP = . 20 :. .'. m ' 2. .' 26 - ". 16 27.15 28 14 29 13 30 12 :-31 11 32 33 10. 3x6 .= 2x4..l l : ST1.5x8 STP = 4x6 - 4x8 = 3x6 = 3x4 c 6x8 = 6x8 = 6-3-4 12-0-0 22-9-5. 32-9-12 43 0 0 6-3.4 5.822 10r9-5 10.0-7 T 10-2.4 Plate Offsets (X,Y)=-[3:0-3-0,0-3-01,15i0-3-0,0-2-01,[7:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (Ioc) I/deft Ud :PLATES; GRIP TOLL 20.0 Plate Grip.DOL 1.25 TC 0.86 Ve'rt(LL) .. -0.41 13-15 >895 240 MT20 244/190. TCDL 7.0 Lumber DOL : 1.25 BC : 0.90 Vert(CT)-0.64.13-15 >577 180. ' BCLL 0.0 ' • Rep Stress Incr YES WB .. 0.73 Horz(CT) . 0.03: 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014: Matrix -AS V1IeigFit:'266 b = 20% LUMBER- BRACING- . . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except -end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD',' :Rigid ceiling directly applied.:. WEBS 2x4 SP No.3 *Except* WEBS .1 Row at.midpt - 9-10, 5-15, 6-13, 7-13; 7-11, 8-10 5-13: 2x4 SP M 31 REACTIONS. (size) 10=0-3-8, 2=0-8-0, 15=0-8=0 Max.Horz 2=591(LC 12) Max Uplift 10=-611(LC 12),.2=-358(LC 12), 15=-1448(LC 12) Max Grav 10=1302(LC 17)','2=349(LC• 1), 15=2088(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD . .2-3=-208/420, 3-4=-675/409, 4'-5=-473/404, 5-6=-1039/452, 6-7=-1039/452, 7-8=-1041/433 BOT CHORD. 2-18=-824/148, 15-16=-810/146, 13-15=-240/469, 11-13=557/1138, 10-11- 374/711 WEBS 3-16=-740/202,:3-15=-503/1308; 4-15=-340/416, 5-15=-1444/1018,:5-13=-431/1036, 6-13=-304/334,7-11=-258/277, 8-11=-134/739, 8-10=-1228/671 NOTES-.. .: 1) Unbalanced roof jive loads have been considered for this design... 2) Wind: ASCE 7-1fi; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=.6.Opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat: ' tl; Exp C; Encl., GCpi=0.: 8; MWFRS (directional) and C-C. Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 22-9-5, Interior(1) 22-9-5 to 42-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60:plate grip 60L=1.60 - ' I. ' 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 waierponding..: . 5): This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 6). •This truss has been'designed, for alive 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, with BCDL=;10.0psf; 7) Provide mechanical connection (by others) 'of truss to bearing plate. capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=611, 2=358,.15=1448. 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 Volk PE. No.68182 MiTek USA, Inc. FL C0t.6634 ast Blvd Ta :6904;Parke E mpa FL.. 610 . . ' Date:; •' August 11,2021 . WARNING -Verify 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 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 properiyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual trussweband/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 a fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSLITPI1 Quality Criteria; DSB-89 and SCSI 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 Oty Ply T24988701 2867000 D5A.' .Half Hip Truss .. .. . .. Job Reference (optional) buuaers mrstsource, trlanl t riy, r-Ll, : rlanl UIry, rL - JJaor, o.%OU s UU11 c 4L41 IVII 1 Cn II IUUJUICD, II IU. YY CU f1uu 1 I D:x_XMgR7vsTpljX7_7zwKvVygLdl-9yLS6rATSKzKfBR27cN80doMBurbBpxvjlUtFUyp_Pq T1:q O . g_4-12 12=4-0 19 0.0' 26-2-11 :. :: 33-5-4 38-0 8 1-4-0 6.4-12 5=11-3 ' 6.8-0. 7-2-11 7-2-9 4-7-4 Scale _ 1:79.9 — . 6.00 12 .. .:: Sx8 - 3x4 5x6 =:. 3x4 — 2x4 .I 5 23 24 6 25 7 8 9. 5x6 i 22 .. ... .. .. .. 4 ... 3x4 I 11 u' 3 r p6x8 • zz. `S ST1:5x8 STP 21 13 10.. 3x4:' 5 co1 2 14 3x6 2.73 12 30012: 41 o 3x4 17 26 16 15 . = :. '3x6:2x4 II ST1.5x8 STP= 5x8 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL " LOADS IMPOSED BY SUPPORTS (BEARINGS). 6-4-12 12=0-0 12r4 0 19-0-0' .. 26-2-11 :. ' :' .. 1. - 33.5-4 43-0-0 r— 6-4-12 5-7-4 0.4-0 618-0. 7-2-11 7-2-9 9-6-12 Plate Offsets (X Y)- [4:0-3-0 0-3-0] [5i0-5-8 0-2-41 [7:0-3-0 0-3-0] 115:0-6-0 0-3-01 LOADING (psf) SPACING- 2-0-0: CSI. :DEFL. in (lop) I/dell: Ud PLATES. GRIP TOLL 20.0 . Plate Grip.DOL: 1.25 TC.: .0.47' Vert(LL) .0.17 16-20 >664 240 MT20 .:244/190: TCDL 7.0' Lumber DOL : (OT) :-0.81.10-11 >723 160. 1.25 BC': 0.78:' Vert ' BCLL 0,0 ;' . Rep Stress, Inpr YES W B .. 0,96 . Horz(CT) .. 0.32'' 17 n/a n/a BCDL 10.0 Code' FBC2020/TP12014 Matrix -AS Weight:"255 lb FT = 20 % - LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD : Structural wood sheathing directly applied, except.end verticals. BOT CHORD 2x4 SO No.2 BOT CHORD 'Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at.midpt. 9-17, 4-15., 4-14,.8-10 9-17: 2x4;SP Nd.1 REACTIONS.. . (size) 2=0-8-0, 15=0-8-0, 17=073=8 " Max.Horz 2=653(LC 12)':: .. . Max:Uplift 2=-248(LC 12), 15=-161:4(LC 12), 17=-569(LC.12) Max Grav 2=188(LQ 1),'15=2065(LC 1), 17=99O(LC'1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD.2-3=-216/448,3-4=-9371190,475==501/172,5-6=-1082/644,6-7= 1470/841, 7-8=-1470/841, 10-17=-990/569 . BOTCHORD. .2-16=-665/0, 15-16=-666/0, 14-.16=-695/567, 12-14=249/424, 11-12=-674/1134, 10-11 4.80/76.8 WEBS 3-16=7740/267,:3-15=-544/1333, 4-15= 1524/1263, 4-14=-840/1229, 5-14 778/742, 5-12=-584/962,'6-12= 665/564,6-11=-264/451,7-11=-315/323,8-11=-524/1012, :8-1 0=-1 1711766 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp_C; Encl., GCpi=0.18; MWFRS,(directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0; Ezterior(2R) . 19-0-0:to:24-7-14, Interior(1) 24-7-14 to:42-.10-4.zone; porch left exposed;C-C for members and forces &'MW FRS for reactions: shown; Lumber DOL=1.60 plate gdp:DOL=f.60 ' 3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown.covers rairi loading requirements specific to the use of this truss component. 4). Provide adequate drainage to prevent water pondirig,' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcu rent with any other. live loads.' 6) ' This truss has been designed for a live:load of:20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit' between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value.using ANSI/TPI 1 angle to grain:formula: Building designer should; Verify capacity of bearing suftcie: , . 8) Provide mechanical connection (by others) of,truss to bearing plate capable of withstanding 100 Ib uplift at joints) except at=1b) 2=2481.15=1614, 17=569. Joaquin Velei PE No.68182 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 Joaquin iTek n Vel Ihc. FL Celt 6634 sheetrock be applied directly to the bottom chord. East Blvd. Ta p 6904:Parke E m a FL 33610 ; , ate: August 11,202.1' .. A WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M I-7473 rev. 6/19/2020 BEFORE USE: " _Design valid for use only with MITek® connectors. This design is based only upon parameters shoivri; and Ii:for an individual building 66mponenf,'no4 a truss system. Before use, the building designer must verffy.the applicability of design parameters and propedy;lncorporate this designinto 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 bracingoftrusses and truss systems, see. . ANS11TPll Quality Criteria; DS649 and BCSI Building Component 6904 Parke'East BIJd: Satetylntormation available from Truss Plate, institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type Oty —. Ply . r T24 988702 2867000 D6A Half Hip Truss 1 1: Job Reference (optional) t3uuaers rtrsibource triant Llty, r-Lj,: rtant l.ny, rL-33D0/, - 0.93V5 Jul L LUL 1 Ivil I UN 11 I-- IUD, III- vvOU dR j, I U/.UV.iU—I ., atI,, ID:x_XMgR7vsTpljX7_7zwKvVygLdi-dBugKBB5De5BHLOFZJuNZgLRLIAZwln2xPDRnxyp_Pp r1:q:0: .': 5-9-4 ii.p_p 19.0:0 : .. 27.0-0 :: .. 34-10-4 .: 43 0 0 1-4-0 . 5-9-4 5-2-12 B-0-0 B-0.0 7-10-4 . 8-1-12 " :'.:: Scale= '1:Z5.8 . 5x6 3x4:= 5x6.=:. r . 3x4 =..: 3x4 II .. 4 21 22 5 23 6 24 6.00 .1p'. .'. . 7 25 8 3x4 i 3. . ST1.5x8 STP = ' 20 . 19 co 2 1 26 15 27 28 t:4 13 29 .30: 12: 31 11. . 32 . " 10 33 34 " 9 2x4 II ST1.5x8 STP; 4x6 = 3x4,= 4x6 =' 3x4 = 6x8 = 3x6 =. 6x8 - 5-9-4 12-0-0 12- -5 22-3-1 : 32-5-12 43.0-0 5-9.4 6-2-12 0- -5 10-2.12 10-2-12 10-6-4 Plate Offsets'(X Y)-- [4:0-4-0 0-2-8] [6i0-3-0 0-3-01 LOADING (psf) SPACING- 2-0=0 : CSI. DEFL. in (loc.) I/deft: Ud :PLATES: GRIP TCLL 20.0 Plate Grip.DOL - 1.25 TC .0.89 Vert(LL) 0.15 14-15 >981 240 MT20 244/19& TCDL 7.0. Lumber DOL: :1.25 BC:: 0.'86: Vert(CT) -6.58 9-10 >638 186 BCLL 0.0 ' Rep Stress Incr YES W B .. 0.79 . Horz(CT) , 0,.0.4: 9 n/a rVa . BCDL 10.0 Code FBC2020/fP12014: :: Matrix -AS WeigM:228lb 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.1 BOT CHORD : Rigid ceiling directly applied.:. WEBS 2z4 SP No.3 WEBS 1 Row at.midpt 5-14, 7-9 . . . . • REACTIONS. (size) 9=0-3-8, 2=0-8-0, 14=0-8-0; Max Horz 2=405(LC 12) ' Max.Uplift 9= 550(LC 9), 2=-301(LC 12), 14=-1573(LCA2) MaxGrav 9=1154(LC 18), 2=144(LC 1), 14=2354(LC:2) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 2-3=-58/629, 8=47-803/902, 4-5=-750/884, 5-6=-1112/381, 6-7= 1414/582 BOT CHORD 2-15=-688/0, 14-15= 688/0,:12-14=-267/661, 10-12=-661/1410, 9-10=-605/1228 WEBS 9-15=-784/219, 4-14==697/729, 5=14= 1870/1114, 5-12=-259/907, 6-12=-503/490, .7-10=0/471, 7-9— 1431022, 3-14=-522/1436 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. '0-0, 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-:4-0,to 2-8-0, Interior(1) 2-8-0 to 11 Exterior(2R), 11-0-0 to 16-7-141 Interior(1) 16-7714 to 42-10.4 zone; 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 bomponent. 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 8-6-0 tall by 2-0-0 wide wiflit 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(§) except at --lb) 9=550; 2=301, 14=1573. 8 This truss design requires that a minimum'of 7/16" structural wood sheathin be applied direct) to the to chord and 1/2" sum 9 q 9 PP Y. P 9YP sheetrock be applied directly to the bottom chord. Joaquin VelerPE No.66182 MiTek USA jna. FL Cert.6634 .6904: Paike East Blvd. Tampa FL.3.3.610 : Date: .. August 11;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 oomponenf,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 andlorchord, 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 - fabdcation, storage; delivery, erection and bracing of trusses and truss systems; see, . ANSbTP11 Quality Criteria; DSB49'and BCS1 Building Component 6904 Parke'East BIJd. Sa/elyintormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 366 Tempo, FL 10 Job Truss Truss Type Qty Ply T24988703 2867000 D7A . Half Hip Truss 1 1: "= Doti Reference (optional) t3utlOers rlrsibource tenant ldty, M), : riant 1-1I1y, I-L - JJbb/, . 0.401.1 b dun a ZVC I Ivu I en uluublllub, uic. vvau nuy I I ur.uu. I a c 41 rayo I . . I D:x_XMgR7vsTpljX7_7zwkvVygLdl-5KSCXXCj_yD2uVbR61 Qc52thBhYyFltBA3z_JNyp_Po r1=4=Q: 4-9-4 9-0'-0' 15-9.6 21.5-11 2T2_g. 32-11-5 38-7-11 g3-0.0' t-4-0 . 4.9.4 12: 6-9-6 5.8-6 5-8,13 ': 5.8-13 5-8-6 4.4-5 .. .. Scale :1:75.8 .. 5x6 4x4 = 5x6 = 5x6 = 2x4 If 4x6 = . . 3x4 ,- 6.00FIT.. :: 4 24 5 25 6: 26 7 :. ' :: 27 g 9. 10 2x4 \\ STi; 5x8 STP 3 23 :.1 2 o .. .. :. :. -28 29 19 30 18 17 16' -1.5, 14 13. : 12 11 3x6 3x4 = ST1.5x8 STP'= : 3x4 = 3x4 = 3x6 '3x4 = 4x8 = 3x6 1.1 6-3-4 12-0-0 15-9-6 - ' : 23.4.13 31-0-4 38-7-11 43=0.0' r 6-3-4 S 8-12 : 3-9.6 r— 7-7.7 7-7-7 7,7-7 4-4-5 Plate Offsets (X Y) -[2:0-2-9 0-1-8] [4i0-3=0 0-2-01 [6:0-3-0,0-3-01,[8:0=3-0,0=3-01 LOADING (psf) SPACING- 2-0-0 : CSI. :DEFL. in (loc) I/deft Ud :PLATES: GRIP TOLL ..20.0 . Plate Grip.DOL: 1.25 TC.: .0.57 : Vert(LL) .0.17 19-22 >826 240 MT20 244/190' TCDL 7.0-. Lumber DOL: '' 1.25 BC : 0.72: Vert(CT). 0.16:19-22 >921 180. BCLL ;'.' 0'0:'. Rep Stress.Incr YES WB,•0;80. HOrz(CT).. 0.04. 11 n/a n/a. BCDL: 10.0 Coale FBC2020/TPl2014: Matrix -AS Weight: 239 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 a aBOT CHORD : :Rigid ceiling directly applied.:. WEBS 2x4 SP No.3 . . . . ' . . . . WEBS 1 Row at.midpt, 5-18, 6-16. . REACTIONS. (size) :11=0'-3-8, 2=0-8-0, 18=0-8-0 Max Horz 2=343(LC 12) Max.Uplift 11=-542(LC 9),:2=-335(LC 11), 18=-1583(LC.12) Max:Grev 11=985(LC 22), 2=89(LC 1), 18=2181(LC '1). " FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) of less except when shown. TOP CHORD 2-3= 69/607, 3-4==82/702, 4-5=-1334/1:159, 5=6==357/104, 6-7=-1140/793,;' .7-8=-143011159, 8-9=-808/74.1, 9-16=-808/741, 10-11=-955/993. BOTCHORD ".2-19=-699/0, 18-19=-649/376, 16=18=-104/357, 15-16=641%936; 13-15= 1170/1418,-- 12=13=-1194/1369 WEBS 3-19=-256/533,4-19— 1468/389, 4-1.8=r9.87/1787; 5-18=-1652/1532; 5-16=-540/900, 6-16=-1261/1255,;6-15=-394/542, 7-15=-447/587; 8-12=-721/608, 9=12=-283/504, . ' 10-12=-1066/1175 NOTES-. . ' 1) Unbalanced roof live loads have been considered for this design. .. . . 2y Wind: ASIDE 7-16; Vult=1:60rnph.(3-second gust) Vesd=124mph; TCDL=4.2psf; BGDL=6.Opsf; h=25ft; B=45ft; L=40ft;:eave=2ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and. C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-0-0,.Comer(39) 9-0-0 to f3-0-0, Exterior(2N) 13-0-0 to 42-10-4 zone; 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 five load shown covers rain loading requirements specific. to the use of this truss component. 4). Provide adequate drainage to prevent water ponding.' 51 This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any'oth6r 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 100 lb uplift at joint(s) except at=lb) . .. .. . :.1t=542,2=335,18=1583 8). This truss design requires that a minimum of 7/16".struct6ea( wood sheathing be applied directly to the top chord: and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velei PE: No.68182 MiTek USA, O. FL Cent 6634 • _ :6904:Parke East Blvd. Tampa FL 33610 ; . a e: .'August 11;202.1.' :. .. . 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 showri; and isfor 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; DSO-89 and SCSI Building Component 6904 Parke'East BIJd. Safety./nlormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Oty Ply - T24 988704 2867000 DBA Half Hip Truss 1 1: "- Job Reference (optional)' tsuuoers rtrsmource trianr uny, rL/, . riam URy, rL - a000r, 54 ID:x_XMgRZvsTpIjX7L7zwKvVygLdI-2jayyCDzWZUmBoIgER BTy_RVB67d?UeNS50Gyp_Prri 1=4- 7-0-0 11 -111 1 O 1 15-11-10' : 23-7-5 31 .3; :38-10-11 ' 43-0-0 T-4.0 . 7-0.0 4-3.11 8- 3-11-9 ': 7-7-11 7-7-11 777-11 Scale = '1:Z5.8 q. 6x8 i 4x6— — — 7x8 — 7x8 — x4 6.00 12 4x4 = 4x6 = 2 I I 3 .21. . 22 4' 23 24 5. 25.26 . 27 28 629. 30 31 32 33 7 34 35 ''36 8 37 . 9 ST1.5x8 STP = 2 1 0 17. 3& 39 16 40 41 15 42: 4314 44 45 46 13 4172 48 . 49" 11 50 51 52 10 3x6 = 44 - ST1.5x8 STP.= 3x6 = 4x6 — 3x4 = 4x4 :- 6z8 = 6x8 =:. 5x6 7_p-0 12-0-0.. i9-9-7 .. 275=2. .. .. , 35-0-13' 43-0-0 7.0-0 5-0-0 7-9-7 7-7-11 7-7.11: 7-11-3 . Plate Offsets (X Y)-- [3:0-5-6 0-3-0] [5:0-4=0 0-4-8] [7:0-4-0 0-4-81 [16:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 . CSI. DEFL, in Qoc) I/dell Ud PLATES:' GRIP TOLL 20.0. Plate Grip.DOL 1.25 TC. 0.71 Vert(LL) :0.27: 13 >999 240 MT20 244/190: TCDL 1.0 Lumber DOL : 1.25 BC:: 0.94 : Vert(CT) 0.20-17-20 >731 180 BCLL 0.0 .' Rep Stress Incr NO W B .. 0.95 : Horz(CT) • 0.06. 10 n/a n/a BCDL 10.0 Code' FBC2020/TP12014 Matrix -MS - - Vileight:'243 lb FT = 20'/0 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except . TOP CHORD .. Structural wood sheathing directly applied or 3-7-14 Do. purlins, 1-3: 2x4 SP No.2 except end verticals. BOT. CHORD 2z4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 3-5-3 oc bracing: 10-12: 2x4 SP:M 31, 12-15: 2x4 SP N6.1 . WEBS 1 Row; at'rriidpt' 4-17, 5716, 87110 .' ..... WEBS 2x4 SP No.3 REACTIONS. :(size) 10=0-3-8, 2=0-8-0, 16=0-8-0 Max Horz 2=276(LC 8): Max Uplift 10= 1200(LC'5), 2=-261(LC.8),:16=-275,0(LC 8) Max Grav'10=1911(LC 1), 2=256(LC 13);16=4047 LC 1 FORCES. (lb) -.Max. Comp./Max. Ten. - All.forces.250 (lb) or less except when shown. TOP CHORD .2-3=-356/765, 3-4=-330/642; 4-5=-1534/2418, 5-6=-1613/882, 6-7=-3404/2050, .7-8=-2880/1697 BOT CHORD 2-17=-608/•328,:16-17=-2418/1534, 13-1.4=-1:929/2927, 11-13=-2334/3560, as 10-11=' 1254/1834' WEBS 3-17=-762/600,'4-17=-169B/2187, 4-16==1719/1438, 5-16=-3156/2095,:5-14=-1152/2236, 6-14=-1776/1415, 6-13==163/713, 7-13=-211/384, 7-11=-920/861, 8-11=-598/1414,; 8-10=-2397/1677 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp:C;:Encl.; GCpi=0.18; MWFRS (directional); porch left exposed LUmber.DOL=1.60 plate grip DOL=1.60 3) Building:Designer./ Project engineer responsible for verifying applied roof five 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 fora 10.0 psf bottom Chord live. load nonconcurrent with. any other jive loads. 6) *This truss has been designed for alive: load of 20.0psf on the bottom chord in all areas where a•rectahgle 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 100lb uplift at joint(s) except Qt=lb) . .10=1200, 2=261, 16=2750. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Celt 6634 6904:Parke East Blvd. fL.3,3610 .. . Date:: :. 1,2 August 1 A t 021 inued on'Daae - WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, :and ls for an individual building component, not a truss system. Before use, the building designer must vedfy.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 alwayarequ.ired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracingoftrusses and truss systems, see ... ANSYTPII Quality Criteria; DSB•89 and BCSI Building Component " 6904 Parke'East Blvd: Sa/etyIn/ormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL :36610 Job Truss Truss Type sty. Ply . 4 0 T2 9887 4 2867000 D8A. Half Hip Truss 1 1: Job Reference (optional) erunagrs rtrstbource trlani L tty, rt-I, rtam ury, rt- - 00001, . I'll � _uV , , ,,, ID:x_XMgR7vsTpljX7_7zwKvVygLdl-2jayyCDzWZUmBolgERS4BTy_RVB67d?UeNS5O Gyp_Pm NOTES- 8) HangeY(s) or other connection device(s) shall be provided sufficient to support;concentrated loads) 87 Ib;down and 164 lb up 4t.9-1-1, 87 lb down and 164 Ibup at 11-1'-1, 87 lb. down and 164 Ib up at 13=1=1, 87 lb down and 164 lb up at 15-1-1, 87 Ib down arfd 164 Ib up at 17-1-1, 87 Ib down and 164 Ib up at 197171; 87Ib down and 164 lb up at 21-1-1, 87 lb down and 164lb up at 23-1-1, 87.1 b down and 164 lb up at 25-1=1, 87 lb down and 164 lb up at: 27-1-1, 87 lb down and 164 Ib up at 29-1-1, 87 lb down and 164 lb up at. 3171-11 B8 lb down and 1644, jb up. at 33-1-1, 87 lb down a6d'164 lb:up at 35-1-1, 87 lb down 'and '164 lb up at 37-1-1,.87 lb down and 164 lb up at 39-1-1, 87: lb down and 164 lb up at 41-1-!,:and 87 lb down and 1.64.lb up:at 42-10-4, and 93 14 down and 103 lb up at 7-0-0 on top chord; and 341 lb down and: 148.115 up at 7 0 0, 65'Ib:down at 9 1 1, 651b-down at: ;11=1-1, 651b down at 13=1=1,_651b down at 15-14 651b'down;at 17-1-1, 65 lb down at:19-1-1, 65 lb down at ;21-1=1,:651b dowmat 23-1-1; 65 lb down at 25-1=1; 65 Ib down at 27-1-1, 65 lb down at 29-1-1, 651b down at 31-1-1', 651b down.at 3371-1; 65db down at 35-1-1, 65 Ib down at 37-1-1, 65 lb down at 39;1=1; and 65 lb down at 41-14, and 65 lb down at 42-104 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.. 9) In the LOAD. CASE(S) -section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1). Dead+Roof Live'(balanced): Lumber IncPease=1.25, Pla_te.lncrease=1:25' Uniform Loads (pif) ' Vert: 1-3=-54; 3-9=-54, 10-18= 20 Concentrated Loads (lb) Vert:3=-87(B) 9=-87(B) 10=-40(B)17= 341(B) 7=-87(B) 11=-40(B) 8=-87(B) 12=-40(B) 21=-87(B) 22=-87(B) 23=-87(B)24=-87(B):25=-87(B) 27=-87(B) 28=-87(B) 29=-87(B)'30=-87(B) 31=-87(B) 32=-87(B) 34=-87(B) 35=-87(B) 36- 87(B)37=-87(B) 38=40(B).39==40(6) 40= 40(B) 41=-40(B) 4.2=-40(B) 43=-40(B),44=-40(B)' 45= 40(B)46=-40(B)47=-40(B) 48=-40(B).49=-40(I3) 50=-40(B) 51=-40(B) 52=40(B) so . Q WARNING -Verify design: parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1.7473 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: q�• a truss system. Before use, the building designer must venfy:the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual trussmeb and/or.chord members only: Additional temporary. andpermanentbracing MoTek' ' 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; DSB49 and BCSI Building Component 6904 Parke East Blvd: Salety:lnlormadon'available from Truss' Plate.lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 j- Tampa, FL 136610 r 1 Job Truss Truss Type Oty- Ply 2 T 4988705 2867000 E7. JACK -PARTIAL TRUSS 44 1: Job Reference (optional)" 7-0-0 .: :. .. 7-0.0 Plate Offsets'(X Y)- [2:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in (loc) I/dell Ud :PLATES GRIP TCLL ..20.0 Plate Grip.DOL. 1.25 TC.: .0.92Vert(LL) :0.22 . 4-7 >377 240 MT20 244/190 TCDL 1.0 Lumber DOL : 1.25 BC : 0.85 . Vert(CT) -0.21 : 4-7 >389 180 BCLL 0.0 ,' . Rep Stress. Incr YES WB . , 0.00 Horz(CT) • -0.01 3 n/a n/a , BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 20 LUMBER- BRACING- . . TOP CHORD '2x4 SP No.i 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=Me6hanical Max Horz2=278(LC 12) Max Uplift 3- 195(LC 12),.2=-217(LC 12) ' Max.Grav 3=198(LC 1'7), 2=336(LC 1), 4=121(LC 3p : . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;'Vult=160mph (3-sec9nd gust):Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.: 11; Exp'C; Lncj., GCpi=0.18; MW FRS (directional) and C-C Comer(3) •1-4-6 to:2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS forieactionsshown; Lumber DOL=.1.60 plate.grip DOL=1.60 2) Building Designer/ Project engineer responsible fof verifying applied roof live load.shown:covers rain loading requirements specific to the use of this truss'componerit. " ' 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. % Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) .. . WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 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 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 MOW is always: required for stability and to prevent collapse with possible personal inlury.and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSIIFPll Quality Criteria; DSB49 and BCSI Building Component 6904 Parke'East Blvd: Satetylntormation available from Truss Plate. institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL'36610 Job .. ... Truss Truss Type Qty.. Ply p. T24988706 2867000 E7A. JACK -PARTIAL TRUSS 3 1. . . .. Job Reference o tional " Builders FirstSource (Plant City, FL),' Plant City, FL; 33567; 8.430s Jun 2 2021'MiTek Industries, Inc. Wed Aug 11 07:50:22 2021 :Pagel lD:x�-XMgR7vsTpljX7_7zwKvVygLdl-Wv8L9YEcHtcdlyKOo9zJjgV5pvYjsD7esl Bewiyp_PI -1 4 0 '3=1-14' .. 7-0-0 i. 1-4-0 : .3-1-14. 3-10-2 • .. .. Scale :1:23.0 — q 6.00 12 . 44 3 w rn Ch .. :. 2.5x8 - 1 ri 10 .. :. .. 6• �. .. :.- 6 5 �. 3x4 = 3x10 � .. 7-0.0 r 7.0.0 Plate Offsets (X Y)-- [2.0-2-9 0-1-8] LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in (loc) I/deft: Ud PLATESGRIP TOLL ..20.0 : Plate Grip.DOL: 1.25 TC.: 0.99 Vert(LL) 0.32 : 6-9 >260 240 MT20 2441190 TCDL '7.0 Lumber DOL : 1.25 BC : 0.85 Vert(CT) 0.28 6-9 >292 180 BCLL 0,0 `, Rep StressIncr YES WB : 0.'32 Horz(CT) . -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014: :: Matrix -AS Weight: 31 lb FT = 20 .LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD : Structural wood sheathingdirectlyapplied. BOT CHORD 2x4 SP No.1 BOT CHORD :Rigid ceiling directly applied.. . WEBS _. .. 2x4 SP No.3. . WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical; 2=0-8.0,.6=Mechanical Max:Horz 2=278(LC 12) Max Uplift 4=-101(LC 12), 2=-366(LC 12), 6=-234(LC 12):' Max Gr6v'4=103(LC 17), 2=336(LC 1)', 6=:178.(LC3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/600 BOT CHORD. 2-6--996/306 WEBS 3-6=-333/1.083 NOTES 1) Wind: ASCE 7-16; Vult=i60mph (3-second gust)'Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=251t; B=45ft; L=40ft; eave=4ft; Cat. :. ll; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3).-1-4-O.to 2-8-0, Exterior(2R) 2-8-0 to 6-1.1-4 zone; porch left; 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 toad shgwn:covers rain loading requirements specific to the use of this truss component. 3) Thiss 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 of20.0psf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fitbetween.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 100 lb uplift at joint(s) except Qt=lb) 4=101, 2=366, 6=234.. :. .. .. 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 Velsi PE: No.68182 M[Tek USA, Inc. FL Cert.6634 ast Blvd. Ta 6904•Pafke E mpa FL 33610 . .. Date:: ; . .' . August 11;2021 Q 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 - . ANSIITP11 Quality Criteria, DSB49 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 .. .. .. ' : .: T24988707 2867000 E7T Jack -Partial 7 "1 Job Reference (optional): tsuaaers mrsl0ource trlani tiny, rL), riant l.lty, rL • JJJO/,, - 8.,4ju s JUn Z eue I Iwr I eK rnuustnes, mu. vveu�rtuy r r ur aUcco tue r . raye r ID:x_XMgR7vsTpljX7_7zwKvVygLdl-_6ij NuFE2AkUN6uCLsUYGu2KNJ?6bhJn5hxCS8yp_Pk 1_q.0. .: 1.7_q p_g_0 7.0.0 1-4•.0 1.7 4 1 0 :12 4.-4-0 ..... .... Scale = 1:23.0 2x4 6.00 1:2 q o. N .. .. .. !op .. .. .. .. .. 14 .. .. t7 . .. 3 .... 13::. . x II .... ..... .. ..: ..... .. ... 7 .. .. .. o 2.5x8 5x6 — - ... 1 6 8 9 6 6. ..... 2x4 II .. 3x4 2=8-0 7.0-0 2-8 0 4-4-0 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0=1-8,0-1-0] LOADING (psi) I... .. SPACING- 2-0-0 CSI. . .. .. ::DEFL. in (loc) I/deft: L/d PLATES: GRIP TCLL 20:0 Plate Grip.DOL 1.25 TC. - 0.75 Vert(LL) . 0.30 8 >281 ' 240 , MT20 :' 244/190 TCDL TO . Lumber DOI- :1.25 BC .' 0.39 : Vert(CT) -0.24: - 8 >341 .180 BCLL 0.0 .' Rep Stress ]nor YES W B 0,26 Horz(CT)-0.14:. 6 n/a n/a BCDL, 10.0 Code FBC2020/TPl2014: ' Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP .... .. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc puriins. BOT CHORD. 2x4 SP No.2 BOT CHORD :. :Rigid ceiling directly:applied or.6-0-0 oc bracing.: WEBS 2x4 SP No.3 . ' REACTIONS. (size); :5--Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) . Max.Uplift 5=-44(LC 12), 2=72:13(LC 12), 6= 140(LC:12) :. .. Max Grav 5=25(LC 17)1'2=342(LO1), 6=260(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 ,(Ib) or less except when shown. TOP CHORD 3-4=-331/427 BOT CHORD....3-7=-758/501 WEBS ' . 4-7=-582/881 NOTES- 1) Wind: ASCE 7-16; Vult=160'mph'(3-second gust) Vasd=124rriph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ff; save='5ft; Cat. . II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1.-4-0 to 2-8-0, Interior(l) 2-8-0 to.6-11-4 zone;C-C for .. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building:Designer% Project engineer responsible for verifying applied roof jive 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 alive load of 20.00sf an;the:bottom chord in all, areas Where a rectangle 3-6-0 tall by 2-0-.0 wide will1it between the bottom chord and any other members. " 5) Refer: to girders) for truss to truss connections.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of -withstanding 100 lb uplift at joint(s) 5 except at=lb) - " 2=213, 6=140. .. . .. .: Joaquin Velei PE. N6.6618.2 MITak USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa, . ... .. .. ate:. ..... ifgust 11;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 based only upon parameters shown, and is:for an individual building component, not �• - �a truss system. Before use, the building designer must verify:tha 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 ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. ' Safetylnlormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. ' -. Tampa, FL •36610 Job Truss Truss Type Qty Ply T24988708 2867000 G1 A " HIP TRUSS 1 1 Job Reference (optional): tsuuoers mrstsource (mant t ny, t-L), . mart ury, rL - JJbb/, o.vou s dun c cUc ],IV([ i en a iuusurns, 11—cvvau ny r r uray. , ID:xXMgR7vsTpliX7_zwKvVyLdi-SIG5aEGspUsK?GTOva?no5aUziECKz4xKLglayp___Pj 4- 6-4-12 12-4=0 16-8=0 21-0-0 24-5-14 28-11-9 33-5.4 38-0-0 43-8-0 48-1-8 ' S4-2-4 60-8-0 •4- 6-4-12 5-11;3 " 4-4-0 4-4-0 3-5.14 4-5-11 4-5-11 4t6.12 :5-8-0 4-5-8 6-1.-12 6-4-12 4- ..... ..... Sc = ale 1:.11.7.4 .: 6.00 12 5x6 — 5x6 = 2x4 I: 3x8 _ 5x8 — 6 734 35 :8 9. 3810 11 5x6 i.... 33 5 .. 12'37 5x6 w 3x8 13 .... ST1.5x8 STP= d 3 22 7x � m 21 39 � o 23 8 �. 20 19 15 o m 32 14 iv I m -1 2 24: - .. .. .. .:18. ' - .. o IN 39 3:00 12 . . _ 17 16 g 5x8 3x6 = 2x4 11 26 25 2.73112 ST1.5x8 STP = 2x4 11 ST1.5x8 STP= 7x8 = 6=4-12 12-0-0 12 -0 21-0.0 24-5-14 28-11=9 33-5-4 38-0-0 43-8-0 47-10-0 54-3.4 60-8.0 6.4-12 5-7-4" 0- -0.: 6.8-0 3-5-14 4r5 J1 4-5-11 4r6-12 5-8-0 4.2-0 6c5-4.' 6-4-12 Plate Offsets (X Y)-- [4:0-3-0 0-3-0] r6:0=3-0 0-2-0] [8:0-2-12 0-3-0] [10:0-3-8 0-1-8].[11:0-6-0,0-2-8],[13:0-2-4,0-3-4][18:0-3-0,0-0-11],[25`.0-5-8,0-4-8] LOADING (psf) SPACING- 2-0-0 ' CSI. ::DEFL. in (loc) I/deft: Ud PLATES, GRIP TCLL 20:0' Plate Grip. DOL " 1.25 TC. 0.76 ' Vert(LL) . 0.38,20-21 >999 240 MT20 244/190 TCDL 7:0 . Lumber DOL . 1.25 BC . 0.78 Vert(CT)-0.48:20-21 >999 .180 BCLL 0.0 Rep Stress Incr YES WB 1,00 Horz(CT). 0.22 . 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014: Matrix -MS Weight: 416lb FT=20% LUMBER- BRACING- " . . . .. . TOP CHORD ' 2x4 SP No.2 TOP CHORD. ' Structural wood sheathing directly applied or 3-0=6 oc purling, except BOT CHORD. 2x6 SP No.2 *Except` 2-0-0 oc purling (3-2710 mex.)i.6-11. 14-18: 2x4. SP No.2, BOT CHORD Rigid.ceiling directly applied or4-10-9 oc bracing. WEBS 2x4 SP Nb.3 *Except* WEBS 1 Row at midpt • 6-24,:7-24 . 5-25: 2x4 SP No.2 2 Rows at 1%3,pts 5.25 REACTIONS. (size) 2=0-8-0, 25=0-8-0,:14=0-8-0 Max'Horz 2=421(LC 11) Max Uplift2— 677(LC 22),25=-2285(LC 12), 14=-968(LC 12) Max Grav,25=3477(LC 1), 14=1610 LC 1). FORCES.. (lb) '- Max. Comp./Max. Ten. '-All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-692/1788, 3-4==1505/MI8, 4-5=-1338/2230, 5-6=-512/364; 6-7=-467/379, 7-8=-1850/1114, 8-9=-2774/1661;:9-10=-2774/1561; 10-11=-2568/1581, 11 -122360/1500,.12-13=-2485/1520, 13-14=-3006/1715 BOT CHORD 2-26==1704/652; 25-26=-1704/652, 24-25=-653/796, 22-24=-128/1'111, 21-22= 549/1917, 20-21=-1015/2637, 19-20=-844/2123; 18-19-1055/2221, 17-18=-1024/2155, . ..... . 16-17=-1390/2636, 144-16=-1391/2633 61 WEBS 3-26=-797/277, 3-25==543/1354, 5-25= 3005/1798, 5-24= 785/1574, 7-24=-1586/953, : _. 10-21=-14/41.1.,.10-20=-617/314, 11-20=-290/837, 11-19=-213/316, 12-19=:259/315, 13-17= 614/413, 13-16=0/271, 4-25=-3291353, 7: 22= 754/1525, 8-22=-1.3241.787, 8-21= 702/141:1 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0; Interior(1) 2-8-0 to 21-0-0, Extenor(2R) 21=0-0 to 26-7-14, Inteior(1) 26-7-14 to 43-8-0, Exterior(2R) 43-8-0 to 49-3-14, Interior(1) 49-3-14 to 62-0-0 zone; cahtilevee left and right exposed ;"end vertical left and eight 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) WARNING: This long span truss requires extreme care and. experience for proper and safe handling and erectiom,For general handling and.erection' guidance, see Guide to Good' Practice for Handling, Installing & Bracing of Metal. Plate. Connected Wood .. .... Trusses ("BCSI" ),,jointly produced by SBCA and TPI. The building owner or the owner's authorized agent:shall contract with a Joaquin Velez PE. No.68182 qualified registered design professional for the design and inspection of -the temporary installation restraint/bracing and the MiTek USA, Inc: FL Cert 6634 permanent individual truss member restraint1bracing..MiTek assumes no responsibility for.truss manufacture; handling,. erection, or 6904 Parke East Blvd. Tampa FL 33610 bracing. Date: 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20'unless otherwise indicated. August 11;2021 d6le been desi ned for a 10.0 sf bottom chord live load noncorlcurrent with an other: live loads. 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{or an individual building 6omp9ne6t,'not A truss system. Before use, the building designer must verifyahe applicability of design parameters and propedyincoryorate this design into the overall, - - building design. Bracing Indicated is to preyent 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 . ANSIITP11 Quality Criteria, DSB-69 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 s russ Truss Type . : r Qty Ply T24988708 2867000 G1A— HIP TRUSS "" 1 Jbb Reference (optional):' 0 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'isfor an Individual building oomponent,'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 . ANSYTP11 Quality Criteria, DSO-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 mTruss Truss Type Qty Ply T249 88709 2867000 G2A PIGGYBACK BASE TRUSS Job Reference (optional)" Builders FirstSource (Plant City, FL), : Plant City, FL = 33567, : .: 8.430 s Jun 2 2021 MiTek Industries, Inc.- Wed Aug 11 07:50:26 2021 -Page 1 I Dix_XMgR7vsTpljX7-7zwKvVygLdl-OhNr?wH6K562Eadnl ?2FtW ggJ W 2TouFDnf9s3Typ—Ph 16-6-0 12-4-014-6-9 20-8-0 24.4-12" EB-11-0 33-5-4 38.2-5 "44-0-0 50-1-6" 54-3-4 60 .... -4- 6.4.11 .. 5-11-5 2.2-9 •11- 4-2-0 . . 3-8-12 "4-6-4' .. 4-6.4. 4-9-1 5-9-11. ... 6.1.8 4-1-12. .. ..6c4-12 -4- " :.. Sc — ale-1:11:7.4 .. 6.00 .12 5x6 = 5x6 = 2x4 I[:' 3x6 = . 5x8 = 6.. 733 34 ::8 9 35 10 > >' . 36 .5x6 ... 5 3x8 32 12 5x6 4 .. .. 13 co �. 3x8 i m 3 .. 22 7x o 21 31 :'. 8 � 20 14 15 I� m o 37 23 19 0 0 Cl),'2 24 18 17 .. 18 I0 N 5x6 = 4x4 = 2k4' 11 38 x 300 12. ST1.5x8 STP = . 26 25 2.73 12 . ST1.5x8 STP = .2x4 "I I" ST1.5x8 STP = . 7x8.= 6-4-11 12-0-0 12 =0 20-8.0 24-4-12 28-11-0 33-5-4 38.2-5 - 44-0.0 47-10-0 54-3-4. 60-8-0 6.4-11 5-7-5 0- -0.: .: 8-4.0 3-8r12 4.6-4' 4-6.4 4.9.1 5-9-11 3_10-0 : " 6-5-4: 6.4-12 Plate Offsets (X Y)-- [4:0-3-00-3-0] [6:0=3-0 0-2-0][8:0-3-0,0-3-0],[11:0-6-0,0-2-8],[13:0-3-0,0-3-0],[18:0-3-0,0-0-11],[25:0-5-8,0-4-8] ..... 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;77 ' Vert(LL)-. 0.37-20-21 >999 240 MT20 2441190 TCDL 7:O . Lumber DOL . 1.25 BC .- 0.28 .' Vert(CT) 0.47:20-21 >999 180 BCLL 0'.0 :' Rep Stress Incr YES WB 0;95 HOrz(CT) 0.20 . 14 n/a n/a BCDL. 10.0 Code FBC2020rrP12014; Matrix -MS Weight:421 lb FT=20%' LUMBER- BRACING - TOP CHORD" 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-8a10 oc purlins, BOT CHORD. 2x6 SP M 26 :except WEBS 2k4 SP No.3'Except* 2-0-O,oc.p.urlins (3-2-12 max.): 6-11. ..... . ; .. . ; 5-25: 2x4 SP No.2 BCIT, CHORD Rigid ceiling directly applied or 670=0 oc bracing. WEBS 1 Row at midpt 7-24 2 Rows at 1/3 pts 5-25 REACTIONS.. . (size) 2=0-8-0, 25=0-8-0,:14=0;8-0 Max Horz 2=414(LC 11) " ' Max Uplift.2=-702(LC 22), 25==2313(LG 12), 14=-962(LC 12) Max Gn4v.25=3501(LC 1), 14=1605(LC 1) FORCES.: (lb) --Max. Comp./Max. Ten.:= All forces 250 (lb) or less except when shown. TOP CHORD..2-3— 741/1842, 3-4==1540/2284, 4-5=-1362/2259, 5-6=-432/297, 6-7=-390/318, 7-8- 1865/1097, 8-9=•2835/1574;.9-10— 2835/1574; 16-11 2612/1597, 11-12=-2362/1454,.12-13=-2558/1568, 13-14=-3057/1742 BOT CHORD 2-26=-17557696, 25-26=-1755/696, 24-25--730/850, 22-24=-109/1099, 21-22==556/1955, 20-21==1037/2679, 19-20=:848/2116; 18-19==1128/2289,.17-18=-1114/2251, 16-17=-1396/2666, 14=16=-1398/2673 WEBS ....'. :3-26=-796/280, 3-25=-547/1353, 5-25=-2984/1778, 5-24=-813/1607, 7-24=-1627/975, -8-21=-7.13/1429, 1.0-21==11/423, 10-20=-625/310, 11-20= 318/896, 12-19=-358/362, . . ..... 13-17=-6791364, 13-16=-85/336, 4-25--334/358, 7-22=-756/1550, 8-22=-13297788 NOTES- 1) Unbalanced roof live loads have been considered for this design. = 2) Wind: ASCE 7=16;'Vult=160mph (3-second gust) Vasd=124mph; T.CDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45fi; L=40ft; eave=7ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2.870; Interior(1) 2-8-0 to 20-8-0; Extedor(2R) 208-0 to 26-3-14, Interior(1) 26-3 14 to 44-0-0, Exterior(2R) 44-0-0 to 49-7-14, Interior(1) 49-7-14 to 62-0-0 zone; porch.left; exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 3 BuildingDesigner / Project engineer res orisible for verifying a lied'roof:live load shown covers rain loadin re uirements specific 9. 9 P fy 9 PP 9. q P. to the use of this truss component. 4) WARNING: This Tong span truss requires extreme care and experience forproper and safe handling and erection. For general " handling and erectiorl:gilidaoce, see Guide to Good: Practice for.Handling, Installing& Bracing.of Metal Plate Connected Wood Trusses ("BCSI"), jointly.produced by SBCA and TPI, :The building owner or the owner's authorized agent shall contract with a qualified" registered design professional for the design and inspection" of the temporary installation restraint/bracing and the " • . " . permanent Individual truss member_ restrain tlbracing. MiTek assumes no•responsibility for truss manufacture; handling, erection, or. Joaquin Velez PE, No.68182 bracing.: Inc. FL Ld Cott 6634 - 5) Provide adequate drainage -to prevent water 'ponding.. ..... .. .... 9r04 Parke EastBlvd. Tampa FL 33610 6) All plates are 4x6 MT20 unless. otherwise indicated. Date; 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for alive load of•20.0p9f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide " AUgUSt -11;2021 C c ige bottom chord and anV other members. ' 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 vedfy.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 .. , , .. MITBK' 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, DSB49 and BCSI Building Component 6904 Parke"East BWd; Safetylnlormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 : ' Job Truss Truss Type oty Ply T24988709 2867000 G2A PIGGYBACK BASE TRUSS "" 5 1 "" • Job Reference (optional): ' 0 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 somponeni,.not. - • :a truss system. Before use, the building designer must vedfy.the applicability of design parameters and propedy;incomorate this design:inlo 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. , . ANSIoTP11 Quality Criteria, DSB-B9 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 T249BB710 2867000 03A .PIGGYBACK BASE TRUSS Job Reference (optional):' tsuuoers mrst6ource (rlant uty, r-L), : rlant cl1y, rL - joou/,.. c.vau s uun a ZLIZ I nn1 I eK meusules, Inc. vveu Hug I I ur:ou:zr eue I raye 1. . ID:x-:XMgR7vsTpliX7_7zwKvVygLdl-stxDCG Ik5PEvsj CzaiZUQkC1 fwGQXKzNOJvPbvyp_Pg 1-4-p 6-4-13 12-4-0 16=6-0 20-8-0 26-9-6 33-5-4 38-2-5 44-0-0 ,_ 50.1-8 54-8-0 60-8-0 62-0 A 4- :' ..6-4-13 1-4 4-2-0 4-2-0 " 6-1-6 6-7-14 4-9=15.9-11 6-1-8:: 4 6.8 6-0.0 .� .. Scale=1:.111.7 . - 5x8 = .. 3x6 = 5x6 = 3x6 = 5x8 6.00 F12 6 33 �.34 .. 8 35 9.: 10 36q. ..... 5 ' 3x8 .... 2x4 II 32 11 q :. Sx6 �... .5x6 i 12 �? 3:. 37 o � 31 21 . 7 Z .101 cg 1tT C6 22 18 . O 1r 1 2 23.. 17 16 a .....15. 39 38 25 24 3.00 12 .: 3x6 — 2.73 12.' - ST1.5x8STP= ST1 ,5x8 STP= 2x4 II ' ST1.5x8 STP= 3x6 II .. 7x8 = 6-4-13 12 0-0 12i11=0 20.8-0 26-9-6 33-5-4 38-2-5 44-0-0 47-10-0 :, 54-8-0 SSrQ-0 60-8-0 Plate Offsets (X Y)-- 13:0-3-0 0-3-0][6:0=6-0,0-2-8],[8:0-3-0,0-3-0],[10.0-6-0,0-2-8];[12:0-3-0,0-3-0],[17:0-3-0,0-0-111,[24:0-5-8,0-4-4] LOADING (psf) SPACING- 2-0-0- ' CSI. ::DEFL. in (loc)' I/deft: Ud PLATES:' GRIP TOLL . 20.0" Plate Grip DOL 1.25 TC 0.60 Vert(LL)' . 0.2420 >999 240 MT26 . 244/190 TCDL 7:0 . Lumber DOL 1.25 BC - 0.81 : Vert(CT)-0.35:20-21 >999 180 ' BCLL 0.0 .' Rep Stress Incr YES WB. 0;99 Horz(CT) 0.16 . 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 - - Matrix -MS Weight: 403 lb FT = 20 LUMBER- ". BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7;11 oc purlins, BOT CHORD. 2x6 SP No.2 *Except* :.:.' . :. :except 13-17: 2x4, SP. No.2, 2-0-0 oc.purlins (3-4-6 maic.): 6-10. . WEBS 2x4 SP No.3 *Except* : BOT CHORD Rigid ceiling directly applied or 6-0=0 oc bracing. '. .. p.. 6-23 7-20: 2x4 SP M 31WEBS 1 Row at mid t _:. 2 Rows at 1/3 pts 5-24 REACTIONS.. :(size) 2=0-8-0, 24=0-8-0,:15=0-8-0 :. Max:Horc 2=414(LC 11) Max Uplift2=-357(LC 18), 24=-1904(LC 12);15=-1160(LC 12) ""' .. ""' Max Gray.24=3080,(LC 17), 15=2117(LC 1.8)', FORCES.: (lb) - Max. CompAv ax. Ten.:= All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/1292, 3-4=-987/.169.1','465=-819/1638, 5-6= 709/427; 6.7— 1592/872, 7-8=-2674/1255, 8-9=-2674/1255:.9-10=-2219/1128; i0-11= 1747/857, 11-12=-1140/474,' 12-13= 1372/640 . .. BOT CHORD 2-25==1223/276; 24-25=-1223/283, 23-24=-371/562, 21-23=0/783, 20-21=-3l0/1812, . , ,19-20==567/2343; 18-19= 278/1534, 17-18==107/984, ,16-17=-104/951, 15=16= 506/1393, 13-15=-505/1392 WEBS :.: 3-25=-800/278, 3-24=r57911339, 5-24=-2659/1309, 5723=-534/1371, 6-23=-1033/622,'. 8-21=-661/1497, 7.-21=-1139/B68,-7-20=-480/.1358, 8-20=-296/297, 9-20=-185/773, - 9-19— 810/445,:10-19=413/1165, 10=18=-4:10/357, 11-18=-474/704' 11-16=-910/820, 12-16==1265/1667; 12-15=-1952/1670, 4-24=-324/347 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=6.Opsf; h=25ft; B=45ff; L=40ft;'eave=7ft; Cat. ll; €xp C; Encl., GCpi=0.1.8; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-Q; InteIrior(1) 2-8-0 to 20-8-0, Exten6r(2R) 20-8-0 to 26-3-14, Interior(1) 26-3-14 to 44-0-0, Exterio'r(2R)'44=0-0 to 49-7-14, Interior(1) :49-7=14 to 62-0-0 zone; cantilbver 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) WARNING: This long 6pan.truss requires extreme. care and experience for proper and safe handling and erection'. F6r.general handling and erection:guidance, see Guide to Good: Practice for.Handling, Installing:& Bracing of Metal Plate Connected Wood .. Trusses.(" BCSI"),,jointly prodticed by SBCA_and TPI. The building owner or the owners authorized, agent shall contract with a • - qualified registered design professional for the, design and inspection of the;temporary installation restraint/bracing and the Joaquin Velez PE, N6.68162 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or MiTek USA, Inc: FL Cert 6634 .... bracing. ..... . 6964'Parke East Blvd. Tampa FL 33610, 5) Provide adequate drainage to prevent water ponding. Date:_ 6}: All:piates are 4x6 MT20 unless otherwise indicated.: "' .. . 7)' This truss has been designed for a 10.0 psf bottom chord live load .nonconcurrent with any other live loads. August '1 1;2021 Continued ' & 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 oily with MiTek® connectors. This design is based only upon parameters shown, and:is'for an Individual building component, �notF . _ �• truss system. Before use, the building designer must verify.the applicability of design parameters and propery incorporate this design into the overall ... .. . .:a building design. Bracing Indicated i6 io 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 propertydamage. 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. - Satefylnrormationy available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .: : - :: .:' Tampa, FL'36610 :: Job Truss Truss Type ply - Ply T2498871O 2867000 G3A PIGGYBACK BASE TRUSS 3 1 .. Job Reference (optional) © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/1912020 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 - , ; ��• truss system. Before use, the building designer must vedfy.the applicability, of design parameters and properly incorporate this design into the overall - ,a building design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only: Ad ditional_temporary and permanent bracing . _ _ MiTek' is always required for stability and to prevent collapse with passible 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: ' Satetylntormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 : , ' :: .: :: .: Tampa, FL :36610 :: Job a Truss Truss Type , r Qty Ply T24988711 2867000 H7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional):' tSUlltlers t-Irstbource (rlani L:Ity, t-L), - - mani uny, rL - 335b/, . _ 0.vau s Jun Z ZUe I rvu i UK rnuusuros, mc. vveu r Uy i i Ur ay.c0 cUc r - rays i ID:xLXMgR7vsTpljX7_7iwKvVygLdl-K3VcQcJMsiMmTtnA8Q4jz)dC2KgOGwvW Fzey7Myp_Pf 1-10 10 4_fi-0 :. :'9.10-13 1-10-10 4-6-0 5-4-13 : : 4 Scale =1:22.1. . 4.6.0 :. .: 9-10-13 :. .. 4.6.0 5-4-13:-- Plate Offsets (X Y)-- 12:0-2-11 0-0-31 LOADING (psf) SPACING- 2-0-0" CSI. :DEFL. in (loc) Udell' Ud PLATES:' GRIP TOLL 20.0 Plate Grip:DOL 1.25 TC. ' 0.62 Vert(LL)-. '--0.05 6-7 >999 240 ""' MT20 244/190 TCDL 7:0 . Lumber DOL . ' . :1.25 BC . 0.68 : Vert(CT) -0.10. 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0,43 Horz CT 0.01 6 n/a ri/a (• ) BCDL 10.0 Code FBC2020/TP12014; Matrix -MS Weight: 43 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 BOT CHORD :. :Rigid ceiling directly applied or.8-3-4 oc bracing. WEBS 2x4 SP No.3 .. .. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max.Horz2=276(LC 8) :. ..... ..... Max.Uplift 4=-178(LC 8), 2=.392(LC 8), 6=-121(LC 8) Max'Grav 4=147(LC 1)',2=429(LCA), 6=277(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-701/343 BOT CHORD 2-7=-493/670, 6-7=-493/670 .. WEBS 3-7=0/263, 3-6=-701/516 .' NOTES- 1). Wind: ASCE 7-16; VuIt=160rn0h;(3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.00M; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; 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) na. 4) This truss has been designed for, a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 517 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) Refer. to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of. truss to bearing plate capable of:withstanding 100 lb uplift at joint(s) except Qt=lb): . 4=178, 2=392, 6=121.: 8). Hafiger(s) or other connectiondevice(s) shall be provided sufficient to support concentrated load(s) 101 lb up at: i-5-12, 101 Ib up at 1-5-12, 56 lb up at 4-3-11; 56:lb'up at 4-3-11, and 33 Ib'down and 153 lb up at 7-1=10, and33 lb down and 153 Ib:up at: 7-1-10 on top chord, and at' 1-5-12, at 1-5-12, 'at 4-3-11, at 4-3-11, and 34 lb down at, 7-1-10, and 34 Ib'down;at 7-1-10 on bottom chord. The design/selection of such connection.device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted -as front (F) or back (B). LOAD'CASE(S) Standard.,' I Dead.+.Roof Live,(balanced); Lumber Increase=1.25, Plate' Increase=1.25. Uniform Loads:(plf) Joaquin Velei PE. No.68182 . Vert: 14= 54, 5-8=-20 :. MITek USA, Inc.FL Cert 6634 Concentrated Loads.(Ib) ..... . .. ..... ... .. .. . .... ' : � ' � East Blvd. Tampa 6904 Parke E mpa FL 33610 ; Vert: 11=85(F=43, B=43):12=-66(F= 33, B=-33).14=34(F=-17, B=-17) Date: .. ..... ... . August'11;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 componerit,'not _ _a truss system. Before use, the building designer must vedfy.the applicability of design parameters and properly incorporate this design into the overalb 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 SCSI Building Component 6904 Parke -East Blvd. - Setelylntormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type r Qty Ply T24988712 2867000 H7A DIAGONAL HIP GIRDER Job Reference (optional): ttt C c 1.5x8 U.. .. ..WA 1.. _. 0 13 :14 7 6. o. d .. 2x 3x4 = :. .. 4 I I 3x6 = 5 4=6-0 .. .: :. ..a 9-10-13 .. .: 4-6-0 5-4-13 Plate Offsets (X Y)-- [2:0-2-11,0-0-3] LOADING (psf) "" SPACING- 2-0-0"" CSI. DEFL. in (loc) " I/dell" L/d 'PLATES: GRIP TOLL 20:0-- Plate Grip. DOL 1.25 TC. 0.63- Vert(LL)-. -0.10 6-7 >999 240"" MT20 244/190 TCDL 7:0 . Lumber DOL . 1.25 BC . 0.58 : Vert(CT) .' -0.10: 6-7 >999 180 " BCLL :0:0.` RepStresslncr NO WB. 0:43"': Horz(CT) -0.02 : 6 n/a n/a" BCDL 10.0 Code FBC202OfTP]2014: Matrix -MS Weight: 43 lb FT = 20 LUMBER- BRACING - TOP CHORD Px4 SP No.2 TOP CHORD. . Structural wood sheathing directly applied or 6-0=0 oc pudins. BOT CHORD. 2x4 SP No.2 BOT CHORD :. :Rigid ceiling directly applied or.6-1-5 oc bracing...:. - . WEBS 2k4 SP No.3 ..... REACTIONS. (size) '4=Mechanical, 2=0-8-0, 6=Mechanical Max.Horz 2=278(LC 8) ..... Max.Uplift 4=-179(LC 8), 2=-602(LC 8), 6=-330(LC e)- Max Grav 4=147(1_13 1); 2=429.(LC:1), 6=277(LC 3) " FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-701Y747 BOT CHORD' "'2-7- 876/670, 6-7=-876/670' WEBS 367=-148/263, 3-6=-701/916 NOTES- i). Wind: ASCE 7-16; Vult=160'mph;(3 second gust) Vasd=124rripFi; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4oft; save=oft; Cat. 11; Exp C; Encl., GCpi=0.18; IvIWFRS .(directional); porch left'ekposed; Lgmber•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) na. . .. ... . 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 20.00sf 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) Refer"to girder(s) for truss to truss connections... 7) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s) except at=lb): ' 4=179, 2=602, 6=330.: 8). Hafiger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb up at:1r5: 12,191 Ib up at 1-5-12, 56 lb up at 4-3-11; 56 Ib Lip at 4-3-11, and 33 Ib'down and 153 lb up at 7-1-10, and 33 lb down and 153 Ib;up at 7-1-10 on " top chord, and at 1-5-12, at 1-5-12,''at -3.11, at 4-3-11, and 34 lb down at, 7-1-10, and 34 lb doWh at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) 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)s Lumber Increase=1.25, Plate' Increase=1.25. , .. . Uniform Loads:(plf) Joaquin Wei PE. No.68182 Vert: 1.4=-54, 5-8=-20 Concentrated Loads"(Ib) ..... astBlvd.Ta 6904 Parke E Tampa33970' Vert: 11=85(F=43, B=43):12=-66(F=-33, B=-33).14=-.34(F=-17, B=-17) ,FL . Date:" August 1'1,2021 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'isfor an individual building component, 'nob' • :a truss system. Before use, the building designer must vedfy:the applicability of design parameters and propedyincorporate 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 , " ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East BIOd: Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type Ply Ply q. T24988713 2867000 KIIA .. Hip Truss 1. 1 ... . Job Reference (optional): tiullaerS rlrsibource (rlani L iiy, rL), . rlam ully, rL • 5=0/, - 0.4JV s JUII c 4114i Iva I en uluubu tub, uu:. vveu mug I I ur.-ou LUL I raye 1: . ID:x_XMgR7vsTpliX7_7zwKvVygLdl-HSdMrHKdOKcUjBxYGg6B2MgXA7JlkjapiH73CEyp_Pd 1:1'-10.9.19-6-0 : 127.2-10 33=5-4-38-6-10 431' 0 : 49-2-4 55-0-0 -13 3-8-15 4-0-7 -4- 6$10 6-2-10 5.1-6 5-I : - 5-6-4 5.9-j 2: ..... .. ..... .... ..... ..... .... Sc = ale 1:.102.4 .: 2x4 115.x6.- 6.00 12 3x6 = 5x6.= 3x6 = 5x8:= :; .... . .. ..... 6 7 32 8.33 34 9 10 35 36 11 . .. ..... . 4x8. :. 3x6 . .. ..... . .. ..... 6x8 5 12 4.. . 4x6 . 13 M 6 3x6 . . . .. ..... . 3 ....19 . ST1.5x8 STP = 5x12 = 18 31 20 — 3x6 � 1716 16 N 4 4 .... m 2 4x6 �. 3x6 � 15.. 0 25...24. 1 3x8 .:: 3.00:12.. 3x6 27 14 23 26 . .. ..... 22. 3x8 = . 2x4 11 - 5x8 = 2x4 ,ll. . 3x4 Z 2.73 12 .4x6._:. " 6x8.= Bx12 .: . .. ..... . . .. .... . 2 11-10-9 `11-1 -12" 19-6-0 27-2i10 33=$-4. 38-6-10 43-8r0. 4 2. 4 ' 6-4-12 5;5-13 ' 0- -3 :3-s-13 4-0-7 .'"' :7-fi40 6-2-] 0'' :: .:' S-1-6 5-1-6 :: .:5-6-4 5-9-72 " Plate Offsets (X Y)-- [7:0-3-0 0-2-0] [9:0=3-0 0-3-0] [11:0-6-0 0-2-8] [21:0-2-12 Edge] [24;0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. ::DEFL. in (loc) I/deft: Ud 'PLATES: GRIP TCLL ".: 20:0 Plate Grip.DOL 1.25 TC. 0.65 Vert(LL) . 0.32 19 >999 240 " MT20 244/190 TCDL . 7:0 .: Lumber DOI- . 1.25 BC . - 0.68 : Vert(CT) .'-0.38:20-21 >999 180. BCLL 0.0 :` Rep Stress Inc*r YES' WB. 0.'87 HOrz(CT). 0..23 : 27 n/a ri/a BCDL. 10.0 Code FBC2020/TP12014: "; Matrix -AS "; ..... Weight: 379lb 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 directlyapplied.:. WEBS 2x4 SP No.3 *Except* WEBS' 1 Row at,midpt 6-22,.4-24,.5r23, 4-23, 8-20, 7-20; 7-21 13-27: 2x4 SP No.2.. REACTIONS...... (size) 2=0-8-0, 24=0.5-8, 27=Mechanical' Max.Horz 2=367(LC 12) " Max:Uplift 2=-338(LC 22),-24=-1670(LC 12), 27=-795(LC 12)::'.:' Max Grav'2=136(LC 9), 24=2820(LC 1), 27=1417(LC 1) .. ' .. ""' ' .. ' FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (Ib) or less except when shown: TOP CHORD"" 2-3=-719/1005, 3-4=-907/1'419, 5=6=-616/531, 6-7==615/623; 7-8=-1642/1202, "' " 8.9=-2554/1705, 9-10r 2567/.1718, 10-11=-2082/1471., 11-1.2=-.1751/1198, 12-1.3=-1364/858, 14-27=-1417/856, 13-14=-1367/885 BOT CHORD 2-26=-874/420;.24-26=-874/420, 23-24=-1161/742, 20-21=-325/74.2, 19-20=-875/1704, 18-19=-1;159/2146,,17-18=-813/1544; ,15-17=-708/1207 WEBS 3-26=0/261, 3=24=-615/425, 9-19=-297/298, 4-24= 2447/1626, 11-17=-298/203; 12-1.7=-175/491, 5-21==650/1213, 21-23— 273/182,.5=23=-1520/994, 4-23=-1160/1:943,. 10-1.8=-800/562, 8-20=-1.150/829;.12-15=-790/610, 8-19= B81/1195, 10-19=-361/725, . 11-18- 541/979, 7-20=-805/1452, 7-21=-1060/576, 13-15= 766I1311. ..... ..... 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.: II; Exp:C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)'-1=4-.42-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21.0-0 to 26-7-14, Interior(l) 26-7-14 to 43-8-0, Exterio.r(2R)'43-8-0 to'49-1-12, Interior(1) 49-1-12 to 54-10-4 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 recjuirernerits specific to the Lise 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.cho.rd and any other members. :. 7) Refer to,girder(s) for truss to truss connections. . 8) Provide mechanical connection (by others) ot truss to bearing plate capable of. withstanding 100:lbuplift:at joint(s) except Qt=lb): Joaquin Wei PE, No.6818.2 2=338; 24=1670, 27=795. MiTek USA, Ind. FL Celt 6634 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to. the bottom chord. August'11;2021 ' - D KREFERENCE PA E MII-7473 rev. 5/19/2020 BEFORE USE.' ' A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE G ' 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 prevent buckling of individual tmss web and/orchord 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, DSB49'and BCSI Building Component 6904 Parke -East Blvd: Safetylnlormatiorr available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 " Tampa, FL:36610 Job Truss Truss Type r < Oty Ply T24988714 2867000 K2AT Hip Truss 1 1 Job Reference (optional) t uiiciers mrsmource kviant Lmy, t-L), : - viant Uty, I-L - J3bb1, - - d.43u s aun 2 2u21 'MI i eK Inaustrles, Inc.- vvea Aug 11 Ut:bU:J2 zuZi : rage 1 I Dix_XMgR7vsTpljX7-7zwKvVygLdl-Dd6.GzMtwxsCyV5xNF8f7nwwGxxW Cbm6AbcAH7yp-Pb 1-4- :6-4-12 1 Y=10-11 : : 14=1-8 19-0-0 23-7;12 27-6-0 :33-8-9. : 39-7-7 45-80:. .: 50-4-8 : ' 55-0.0 -46-4-12 5-5-15 2-2-13 4-10-8 :.:.4-7-12 : 4-0-4 6-0-9 5-10.13 :: 6-D-9: 4-8-3 :4-7-B M Scale=1:100.6 . 5x6 _ :. 3x4 II :5. = 34 3x6 =.:. — 5x8 = .... 6.00 F12 8 7 ' 33 ' . ' . 8 . 34 9 10 35 36 11 ' 4x6 i.:. 3x6 46.5 ... 12' 3x4 LI q: 3 . 7 . 3�3: 5x6 m 3:. d ST1.5x8 STP = m 31 :. N 12.. m - -' _ 1Lb3 Io 2 0 282 24 43 44 39 -17' 40 27 26 25. 5x = 19 18 16 20. 41 - 42 15. 14 2x4 11 .. ... 6x8 — 9x8 = 3x8 6x8 = _ ..... 4z6. _ 3x4 .3x6 = 5x6 = x6; — . 3x4 II 3x6:— q. .. .. ... 14-1-8 i 6-0-12 11g-10-11 11-1 P-12 19.0-0 27-8-0 33-a-9 39-7-7 i 45-8-0 i 55 -4-12 'S-5-15 ' 0- -1: 4-10-8 ' 8-8-0 6-0-9.' 5-10-13 6-0-9. - .' '. .' :.:.". :. .... .. 2-2-12 :. .. . Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0=3-0,0-2-0], [9:0-3-0,0-3-0], [11.0-6-0,0-2-8], [14:0-1-12,0-3-0], [21'.0-2-12,Edge] [23:0-5-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc)' ' I/deft ' Ud " PLATES: GRIP TOLL : 20:0'" Plate Grip.DOL ' 1.25 TC. ' OA8 " Vert(LL) . '-0.32-21-22 >999 240 - MT20 244l190 TCDL 7.0'. Lumber DOL.' 1.25 BC 0.95: Vert(G.T) .'-0.64.21-22 >955 180.' BCLL 0.0 .' Rep Stress Iricr YES WB: 0:95 Horz(CT)' 0.09 14 n/a n/a BCDL, 10.0 Code FBC2020/TPI2014: Matrix -AS WeigN: 411 lb Fr = 20% s. LUMBER- :.:. BRACING - TOP .. . TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied, except end verticals. BOT CI4ORD. 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied. Except: WEBS 2ic4SPNo.3'Except' 1 Row at.midpt 5-23,.8721 ..... 10-18,11-16:2x4;SP;No.2,1314:2x6.SPNo;2;, .; 6-0-0 6c bracing: 23-25 We - 10-0-0 be bracing: 19 21 ' WE .. .. .. .1 Row at midpt' .. ... .7-22, 9-18, 16-16, 11-15, 12-.14, 4-26, 9-21 ' REACTIONS.. :(size) 2=0-8-0, 26=0-5-8,:14=Mechanical Max:Horc 2=370(LC 12) .. .. .. Max Uplift-2=-119(LC 22), 26=-1501(LC 12); 14— 824(LC 12) ' ' Max Grav,2=132(LC 21), 26=3115(LC:17), 14=1843(LC 18) FORCES.:' (Ib) - Max. Comp./Max. Ten.:-* All forces 250 (Ib) or less except when shown. TOP CHORD' '.2-3=-413/563, 3-4=-589/1.147, 4-5=-172/470, 5-6= 975/598,.6.7=-821/611, 7-8=-1856/1122, 8-9=-1848/1:122:.9-10=-1874/1147; 10-11=-1804/1125, 11-12=-161'2/939. BOT CHORD 2-27=-522/167,126-27=-532/164, 16-1.8=-817/1737, 15-16=-591/1343, 14-15.=-493/964, 5-23=-2035/1121, 8-21= 266/268, 22.23=-414/246, 21-22= 620/1432: WEBS 3-27=0/259, 3=26= 705/420, 5-22=-781/1706,'7=22- 1243l713, 7-21=-415/1008, 9-18=-324/272, 10-16=-527/413, 1.1-16=-422/812, 11-15=-326/260, 12-15=-192/761,' :12=.14=-1740/954, 4-26=-2014/1095, 4-23— 795/1607, 23-26=-1057/642, 18-21= 780/.1919 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. - II; Exp:C; Encl.;.GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-0:to 2-8-0, Interior(1) 2, 8-0 to 19-0-0, Exterior(2R): 19-0-0:to 24-7r.14,' Interior(1) 24-7-14 to 45-8-0„ Exterior(2R) 45-8-6 to 51-3-:14; interior(1) 51-3-14 to 54-9-4 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. ... qs 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 miss has been designed for a live load of-20.Opsf on the bottom chord irl.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. 7) Refer to girder(s) for'truss.to miss. connections. 8 Provide mechanical connection b others of, truss to bearing late capable of,withstandin' 100 Ib. u liftat joints except 't=1b (Y. ). 9p P. 9 P 1 () PU- ).. ..... 2=119; 26=1501, 14=824. Joaquin Velei PE N6.68182 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 - MiTek USA, Inc: FL Cart 6634 sheetrock be applied directly to the bottom chord. .. ..... ..... 6904 Parke East Blvd. Tampa FL 33610 . . Date:.. . .. ..... . .. .... . .. .. " •' August '11;2021 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE 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, andis�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 . , . , _ .. 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-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 :. . T24988715 2867000 K3AT Hip Truss 1 1 .. . Job Reference (optional):' Builders FlrstSource (Nlant Uty, t-L), : Plant Glty, I-L ; 33567,: ' 8.43U s Jun' 2 2021 Mi I eK Industries, Inc. W ed.Aug 11 U7:5U:33 2U21 : Page 1' ""' " "' 1D:x_XMgR7vsTpljX7_7zwKvVygLdl-h1IVT'JNVhF_3aff7xzgug?S?ML'JixlcFOEMjpZyp_Pa 1-4- .'6-4-12 11-10-9: 17-0-0 . 27-8-0.: 33-7-2. : 41-8-15 : 47-8 0 55-0-0 ' _4_-1-6 1 p_g_p:. 5-11 _p . 8-1-13 .... : 5-11-2 7-4. 0 : .... . . .. ..... . .. .. ..... .. .. Sc = ale 1:.100.7 .: 5x6 = . ..'. .. 6:00 12 :: .: ...M - 5x6 = .. = 3x8:= :5x6._ :. 5x6 - - 3x4 II: 6. 32 733. .....6 34 9 10 35 11... 4x6 5 36 5x6 4. 37 5x6 i 12.. 31 :. m 3' ST1.5x8 STP =. m 30 :... .. ? 2 2 �0 o ...26' 25 24 23.38 39 21 40 41 18 17 42 ..16. 43 15 44 .14. . . 13 2x4 6x8 -' 4x 6 19 6x8 = 3x6. _ : 4x8 = 4x8 = 34 11 .11 4x6 = 6xg = 3x4' I I . 5x8 _ 3x4 I I ... 14-1-8 17-0-0 i 6-4-12 11-10-9 11-1 P-12 ,16-1-8i 2o-8-0 24-4-0 27-8-0 33-7-2 37-8-0 47-8-0 55-0-0 6-4-12 5-5-14 - - 0- -3; - 2-0-0 3-8-0 '3-8-0. 3-4-0 5: 11-2' 4-0-14 10-0-0. 7-4;0 :.:. :. :. .... .. :: 2-2-12 0-10-8 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0=3-0,0-2-01, [8:0-3-0,0-3-0],[10`.0-3-0,0-3-01r[11:0-3-8,0-2-41, [12:0-2-12,0-2-0],[17:0-3-8,0-3-0],'[20:0-2-12,0-3-0], [22:0-2-12,0-3-0] .... LOADING (psf) ..... ...... SPACING- 2-0-0" CSI. ...... ::DEFL. in (loc) I/defl: Ud ..... 'PLATES: GRIP TOLL' .: 20.0"' Plate Grip.DOL'' 1.25 TC. - 0.84 Vert(LL)'.-0.36,14-16 >999 240 MT20 244/190 TCDL 7:0 . Lumber DOL . :1.25 BC 0,80 . Vert(CT) -0.60 14-16 >866 180 ' . BCLL 0.0. Rep Stress Incr YES WB. 0. 8 ' Horz(CT) 0.09 . 13 n/a n/a BCDL, 10.0 Code FBC2020/TP12014;: Matrix -AS Weight: 381 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. Except: 15-19;13-15: 2x4.SP N6.1,-5-24i 2z4 SP.No.3.. .. .... . 1 Row at,midpt 8-20 .. WEBS 2x4 SP No.3 6-0=0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 . WEBS • 1 Row at midpt' 4-25, 6-22, 9-20, 9-16, 10-14,.12-13, 9-17, :7-21 REACTIONS. (size) 2=0-8-0, 25=0-5-8, 13=Mechanical Max Horz 2=367(LC 12) . Max Uplift,2=-182(LC 22), 25=-1537(LC 12), 13=-818(LC 12) ' Max GraV'2=69_ LC:21 , 25=3221 LC 17 ; 13=i763(LC 18) FORCES.. (lb):- Max. Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-474/735, 3-4=-663/1299; 4.5=-218/586, 5-6=-160/600,6-7=-1085/677, 7-8=-2019/i 153, 8-9=-2009/1152, 9-10=-2013/1144, 10-1 1=-1312/832,11-12==1501/808, 12-13=-1669/949 BOT CHORD•, .. . ,2-26=-664/217,25-26=-669/216,21-22=132/431,20721=7749/1,626,16-17=-953/2002,.,,,• 14-16=-885/1759 WEBS 3-26=0/257, 3-25=-714/4.18, 4-25a-2136/1135, 6-22=-2115/1.110, 10-16=-50/499, -10-14=-959/540, 11-14=-7/411, 12-14=r661/1462, 4-22=-752/1696, 22-25=-.1071/698; - 9-17=7264/217,:17-20=-914/1955, 6-21=-657/1599, 7-21=-1221/760; 7-20=-357/890 .. NOTE$- .. ..... 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7+16;'Vult=160mph (3-second gust)'Vasd=124mph; T.CDL=4:2psf; BCDL=6.Opsf; h=25ft; 13�45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=O-18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8,0; Interior(1) 2-8-0 to 17-0-0; Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7=14 to 47-8-0, Exterior(2R) 47-8-0 to 53-3-14, Interior(1) 53-3-14 to 54-10-4 zd6e;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1;60 plate grip DOL=1.60' ; 3i Building Desi ner / Project en ineet res onsible for verifying aPPlied'roof *live load shown covers rain loading.re uirements specific to the use.of this truss component. 4) Provide adequate drainage to prevent water:ponding. 5) This truss has been designed fora 10.0 psf bottom chordlive load nonconcurrent with any.other live loads. 6).' This truss has been:desigried for a live load of 20.0psf on the :bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide :: ....'' will fit between the bottom chord'and any other members, With BCDL= 10.Opsf. 7) Refer. to girder(§) for truss to truss connections. Joaquin Velez PE, No.68182 8) Provide mechanical connection (by others) of. truss to bearing plate capable of:withstanding 100 Ib uplift at joint(s) except (jt=16) : . MiTek USA, Inc. FL Cart 6634 ... 2=182, 25=1537, 13=818...... ' 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;:.:. .. ..... August 1'1;2021 0 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 des'rdn is based: only upon parameters shown, and Islor an Individual building corn onerit,:not Ni ..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 io prevent buckling of individual truss web and/or,chord members only: Additional. temporary and permanent bracing - MITQik• " 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 BI4d: Safetytnlormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type 1 1 Qty Ply T24968716 2867000 MAT Hip Truss 1 1 "" Job Reference (optional) nunUers rrrstaumue trlant 141y, rLI, ridin L.IIy, rL - 00001,. 0R3U s dun z LUG t MI I eK InaUStnes, Inc. vveo Aug i i Ur:ou:So zuzi . rage i ID:x_XMgR7vsTpljX7_7iwKvVygLdl-dPQFu?OIDsEnpypW2OiMIQYM180nPxDYsYrgtSyp_Pt* 15-0-0 18-3-0 'r1-4-Q :.6-0-12 7-9-0, :1.1:40,11 :. 14-.1-8 , 1,6-1-a 21:6,0 . : 24-9-0 , 27-8-0 :.35-2.5 42-4-4 . 49-8-0 SSO-0. -44 6-4-12 -4-8 4,1-7 2-&13 -1- 2-1-8 3-3-0 :'3-3=0 2-11-0 7:6-5 7-2-0 - 7-3-12 o-10-e S — cote — 1:.100.7 . 3x4. 11 5x6 = 6.00 12 3x6 — 3x6 = . 5x6 = 3x6 _ ... 5x6 - ..... 5x8 — �- 5 :.: 6 . :. :. 347 35 8. ; . ..9 .. 36 1.0... 11 ... .. 37 3812 . 39 q...4x6 13 cm 0 m cm Io r . .. P5 . 23 40 41 42 17 43. 28 . 27 26 ' = 20 .19 .1:8 16 15 14 4x6 — 2x4 :II 5'— — 4x4 11 6x8 - 3x8 = 3x6:= 3x6 I 4x6 6x8: ..... 3x6 5x8 =... 3x6 3x4 II . .. 14-1-8 .. L` 6-4-12 11:-10=11 11-1 P-12 15-0,0 18-3-0 21-6-0 , 24-9-0 27-8-0 -35-2-5. 42-4-4 49-8-0 510-0 6-4-12 5-5-15 0- 1:' 1 8 3-3-03-3-0 '3-3:0 2-11-0 7-6-5 ' 7-2-0 : 7-3-12 5-4-0 ' Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0=3-0,0-2-0], 19:0-3-0,0-3-01, [11.0-3-0,0-3-0],[12:0-5-8,0-2-4],'[19:0-2-0',0-0-0],[21:0-2-4,0-2-121"[24:0-2-12,0-2-4] LOADING (psf) SPACING- 2-0-0"' CSI. :DEFL. in (loc) ' I/deft: Ud :"PLATES:GRIP TCLL : 20:0' Plate G'Np.DOL'' 1.25 TC. 0:83 ' Vert(LL) . '' 0.23- 20 >999 240 - MT20 244/190 TCDL 7:0 . Lumber DOL .' 1.25 BC .' 0,72 : Vert(CT) .'-0.34:16-18 >999 180. BCLL 0:0 '' Rep Stress lhcr YES W B. 0 97- HOrz(CT) 0.08 : 14 n/a h/a BCDL, 10.0 Code FBC2020/TPl2014;:' ". Matrix -AS . ', Weight: 387lb FT=20% ' LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied, except end verticals. BOT CHORD. 2z4 SP No.2 'Except* . :.' . BOT CHORD :. :Rigid ceiling directly applied. Except: 5=26:2x4 SP No.3 6-0-0,oc. bracing: 24-26 WEBS 2x4 SP No.3 1070-0 oc bracing: 19-21 WEBS 1 Row at midpt 6-24, 10-21, 12-16, 4-27, 7-23 REACTIONS.... _(size) 2=0-8-0, 27=0.5-8,.14=Mechanical' Max.Horc 2=367(LC 12) Max:Uplift 2=-314(LC 22),-27=-163-1(LC 12), 14=-798(LC 12):: .: Max Grav-2=123(LC 9), 27=3281(LC 1.7), 14=1704(LC 18) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250'(Ib) or less except when shown: TOP CHORD ' 2-3=-627/1006, 3-4=-81211540, 4-5=-366/866, 5-6=-366/874, 6-7=-511/344, "s, .768=-1702/956, 8-9=-2091/1119, 9-10=-2082/1175, 10-1.1=-2167/1219, 11-12— 1936/1.121,- 12-13=-1242/686, 13.14=-1691/919 BOT CHORD 2-28=-890/359,'27-28=-895/358, 23-24=-315/217, 22-23=-548/1167:21=22=-762/1686, 18-19=-38/293,;16=18=-949/1913, 15-16==507/1037, 9-21=-330/327 _ : _ ' WEBS _ . , . 3-28=0/259, 327=-720/429, 6-24=-2192/1228, 10-18=-340/346, 11=18=-156/338, 11-16=-662/526, 12-16=-614%1266, 12-15=-690/551; 13-15=-684/1403, 4-27= 2019/1152, . :4-24=-742/1601, 24-27�il416/827, 6-23=-808/1759; 7-23=-1506/897, 7-22=-515/1:187, 8-22=-797/511.,.18-21=-1008/1856, 8-2.1=-503/844 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=6.opsf; h=25ft; B=45111t; L=40ft; eave=7ft; Cat. : It; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extehor(2E)'-14-0:to 2-8-0, Interior(1) 2-8-0 to 16.0-0, Extedor(2R) 15.0-0 to 20-7-14, Interior(1) 20-7-14 to 49-8-0, Exterio.r(2E) 49-8-0 to 54-10-4 zone;C-C for members and forces:&.MWFRS for reabK.tions shown; LUniber.D0L=1;60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for:4e1rifying applied roof live load snown: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 fora live load of 20.6psf 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) Refer .to ,girder(s) for truss to truss connections.. 8) Providemechapical connection (by others) of_truss to bearing plate capable of, withstanding 100:lb uplift: at joint(s) except at=lb):' Joaquin Velei PE. No.68182 2=314; 27=1631, 14=798. MiTek USA, Inc: FL Cart 6634 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.: 6904'Patke East Blvd. Tampa FL 33610 Date: ... August .11;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 MiTekO connectors. This desidn is based only upon parameters shown, and:is'for an Individual building oomponeht,:not �' • a truss system. Before use, the building designer must vedfy_the applicability of design parameters and propedy incorporate this design into the overall- building design. Bracing indicated is to preyent buckling of individual truss web and/or. chord members only: Additional temporary and permanent bracing . _ MITek' ' Is always required for stability and to preyent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , . ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd: " Safefylnlonnation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - Tampa, FL :36610 Job p Truss Truss Type r / .I Qty Ply 2 T 4988717 2867000 K5AT Hip Truss Job Reference (optional): rsuuaers rustoource trtam Vary, r-Ly, riani ury, t-L. asbb/, oAaU S Jun Z ZUZ 1 Ivu 1 UK 1[HJU5U1U5, 111U. vveu Huy i i U/:oU:a/ ZUZ 1 . rdyU i . .. :. .. I D;x_XMgR7vsTpljX7_7zwKvVygLdl-aoY?JhQ01TV U3GzuApkggrdj Kyg2tubrJsKxyKyp_P W 16-1-6 _ _ i7-0-Q .6-0-11 : 13-0-0 aA-1-f3 71, -0-2 24-5-6 :. 85-8-0 .:35-8-9 :. 43-7-7 .: :, 51-8-0 .: 55,0-0: - -0 " .6-4-11 6-7-4 . .-1- 2-0.01-2-1 7-1-4 -2-1 2-0-0 8-0-9 : 7-10-13' 8-0-9 .3-4-0 Scale = 1:100.7. . 3x4 11 ..6.00 12 5x6 �. .. — 4x6,= 3x6 = 5x6 = 3x6 = 5x6 — S— x8 4 5:.:. ::6.: 32 783 B.i' 34 :9'. 35 10 36:. 37 11 46 S m 1 5x6 3 31 T1.5x8 STP 30 .. . 2.... ... 2 2 3B 39 ; - 21 40 41 24 26 0 25 18 17 23.... 4x6 — 19 16 42 15 43 14 13 4x2x4 16xB = 6 = 6x8 = :.: 4x4 11 4x8 = 3x6 = 3x8 = 3x6 I 5x12 = 5xg'=. .. ..... I 3x414-1-8 ' 6-0-11 11.10=10 11 -1 12 16-1-e 20-10-12 27-8-0 35-8-9 43-7-7 51-8-0 55-0-0 -2. 2-0-0 4-9-0. 6-9-4 . 8-0-9 7-10-13 8-0-9- :.:.'. :. :. .... .. 2.2.12 Plate Offsets (X Y)-- [3:0-3-0,0-3-41, [4:0=3-0,0-2-71, [8:0-3-0,0-3-01,[10`.0-3-0,0-3-41,.[11t0-5-8,0-2-41, [14:0-3-8 6-1-81, [18:0-2-0,0-0-01, [20:0-2-8;0-3-01 LOADING (psf) "' SPACING- 2-0-0, CSI. ::DEFL. in (loc) ' I/deftUd "PLATES: GRIP "" ' TCLL 20.0 Plate Grip.DOL ... 1.25 TC 0.72 Vert(LL) . 0.25-15-17 >999 240 MT20 244/190 TCDL 7:0 " Lumber DOL . 1.25 BC .' 0.80 : Vert(CT) .'-0.40:20-21 >999 180.' BCLL ' :0:0 ;' Rep Stress incr YES WB. 0:79 Horz(CT): 0.08 . 13 n/a n/a BCDL 10.0 'Code FBC2020ITP12014: Matrix -AS Weight: 357lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied, excepi'end .verticals. BOT CHORD. 2x4 SP No.2 *Except* . . :. .. BOT CHORD :. :Rigid ceiling directly applied. Except: . : 5-24: 2x4 SP No.3 . .. ..... '6-0-O.oc.bracing 22-24 WEBS 2x4 SP No.3 . :. 10-G-0 oc bracing: 18-20 WEBS 1 Row at rliidpt 4-25, 9-20, 11=15;17-20, 6-22, 7-21 REACTIONS..... (size) 2=0-8-0, 25=0-5-8, 13=Mechanical' Max.Horz 2=367(LC 12) :. Max -Uplift 2=-560(LC 24},-25= 1783(LC 12), 13=-766(LC 12):: - Max Grav 2=207(LC 9), 25=3591 (LC -17), 13=1616(LC 18) - .. ' FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250'(lb) or less except when shown: ' TOP CHORD" 2-3=-867/1580, 3-4==1084/2115, 4-5=-609/1322, 5-6==606/1304, 6-7=-841/434, 7=8=-2153/1130, 8-9=-2.139/1.134, 9-10=-2282/1227, 1.0-11==1974/1098, 11-12=-900/492;. 12-1.3=-1604/860 BOT CHORD 2-26=-1887/576, 25-26=-1393/575, 20-21= 749/1546, 15-17=-991/1964, 1.4-15- 3811758, 8-20=-285/283.. :. WEBS 3-26=0/259, 3-25=-757/509, 4-25= 2304/1232, 4-22= 322/1018, 9-17=-342/359, 10-17=-187/393, 10-15=702/5811.11-15=-769/1544; 11-14=-873/664, 12-14=700/1384,. - :22-25= 1498/910, 17-20=•1084/2083, 6-22=-2104/1173; 6-21=-719/1724, 7-21=-1341/826,. :. 7-20=489/.1,068 .. NOTES-.. .. 1) Unbalanced -roof live loads have been considered forthis design. .: 2) Wind: ASCE:7-116;:Vult=160mph (3=second: gust): Vasd=1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp:C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -14-0to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 184-14, Interior(l) 18-7-14 to 51-8-0, Exterior(2E) 51.8-0 to'54-1'0-4 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 formverifying applied roof live load sflown: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 20.60sf 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 B;CDL = 10.Opsf. 7) Refer to girders) for truss to truss connections.. " ' ..... 8) Provide mechanical connection (by f others) o, truss to bearing plate capable of. withstanding 100:lb uplift; at joint(s) except at=ib) Joaquin Veleiz PE. No.68182 2=560; 25=1783, 13=766. :.: •' • :. : . MiTek USA, Inc: FL Cert 6634 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' . 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to. the bottom chord. ; ugust 1'1;2021 . A 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: - truss system. Before use, the building designer must verify.the applicabllity of design parameters and propedy;incorporate this design into the overall - .:a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing .. , . .. 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. bracingoftrusses and truss systems, see. - , ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: ' Safetylnlormatiorr available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL -36610 Job Truss Truss Type 1 Qty Ply T24988718 2867000 K6AT Hip Truss ""' Job Reference (optional): t tuuoers t rstsource trtant silty, eL), : ream filly, t•L - :i3bb/, b.4JU s Jun z zUz t MI I eK InuUStrleS, Inc. vveo Aug I I ut:oV:Go eue r rage r . . • " ' ' ' ID:x_XMgR7vsTpljX7_7zwKvVygL.dl-2_60W1ReWndLgQY5kWF3N2AtoMzKcJD_YW3UUnyp_PV 14-1-8 .: 27-8-0 r1,4-0 : 6-:4-12 11-0-0-1 q-7. :. 17-4-2 '24-56 :. 5-e- 33-11b13. .. :. 40.9-13 :. 47,7-11 53-8 55;0-e . . -4- 6-0-12 4-7-4' . 0 10 72-3-1.7-1-0 . -2-1 2.0-0 6-3-13 6.10-0 6-9-14 . 6-0-5 ' d-0' S = cafe 1.98.9 .: 5x8 = 2x4 .l1' 4x6 __ 5x6 = 2x4 11 5x8 =.: .:3x6 -_ 5x6 3x8 6.00 rl2 .- 4 5 634: 357 g .:-36 9 10 37 11 38.: 39 12 13 2x4 II .- :. 3 ..'. :. '. ST1.5xBSTP=' .33 ... . w 0 32 .. N. . in 1 4 2 19 0 23 28 " " 27 26 25 21 20 "19' 16 17 40 41 16 4x6 = : .:' 42 43 15,14;_ 3x6 . ..... 5x6 = . .. 4x6 = 5xB = 2x4 11 4x8 = 3x6 =: ..... 6xB = 2x4 1:1. _ - 6x8.- 3x6 II .6x8 .. .. .. ..... . ... ...144-9 6-4-12 11-10-7 11-1P-12 20-10-12 25-8-0 27.8-0 33-11-13 36-10-6 44-9-3 6=4-12 5-5-11. 0- -5' 6-9-0 ' 4-9-4 2-0-0 6-.3-13. :2-10-9 7-10-13 8-10-13 h-4.a ..:. .. .... 2-2-12 :.:.". .. Plate Offsets (X Y)-- [4:0-6-0 0-2-8] [7:0-3-0 0-3-0] [9:0-2-12 0-3-0] [11:0-3-0 0=3-0] [12:0-4-0 0-0-1] [1 9:0-3-0,0-1-12]•[22:0-2-0,0-3-4],[24`.0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0' CSI. .DEFL. in (loc), ' I/deft:: Ud "PLATES' GRIP TOLL : 20.0"' Plate Grip.DOL' " 1.25 TC. 0.80 Vert(LL) . 0.28 19 >999 ' 240 MT20 . 244/190 TCDL 7:0 Lumber DOL . :1.25 BC . 0.99 : Vert(CT) .'-0.46:16-18 >999 180. BCLL 0.0 Rep Stress Incr YES WB: 0;95 Horz(CT) 0:.09 14 n/a n/a BCDL. 10.0 Code FBC2020/rP12014: Matrix -AS Weight: 340 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 directlyapplied.:. ....'. . .. WEBS 2x4SP No.3 -, - WEBS 1 Row at.midpt 11=15, 4-27, 6-24. REACTIONS. (size) 2=0-8.0, 14=Mechanical, 27=0-5-8: Max Horz 2=367(LC 12). - ..... Max Uplift 2=-650(LC 22), 14=-754(LC 12), 27=-1842(LC 12) . Max Grav 2=237(LC 9),14=1528(LC 18), 27=3613(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 2S.0 _(lb) or less except when shown. TOP CHORD 2-3=-969/1778, 3-4=-760/1755, 4-5=-892/1809,-5=6=-894/l810, 6-7=-741/341, 7-8=-2308/1198, 8-9=-2300/1197; 9-10= 2468/1256, 10-11=-2030/1032, 11-12=-343/.183; .12-13=-383/232, 13-14, 1674/707 BOT CHORD' :2-28=-1562/659, 27-28=-.1900/964, 23-24=-445/199; 22-23=-845/1615, 18-19=-1233/2439,' . 16-18==i223/2350, 15-16=-868/1588 WEBS 3-28==416/475,;4-28=-558/870, 10-16=-595/432;:91-16=-276/935, 11-15=-1693/986, 13-15==488/1520;'4-24=-515/899, 24=27=-2557/1335, 4-27=-2291/1966, 6-24=-2205/1205, 6-P3=-773/1846, 7-23=-1454/909, 7-22=-512/1117,:9-19=-277/260, 19-22=-1216%2382 NOTES-. .. 1,) Unbalanced roof live: loads have been considered for this design. 2) Wt;d: ASCE 7-16; Vult:060mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.6psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-&0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) , --, , 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 53-8-0, Exterior(2E) 53-8-0 to 54-10.4.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 lFte 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 nonconc.urre.nt 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 othermembers, with BCDL = 10.0psf. 7) Refer to girder(s) for.truss to. truss. connections. . . . 8). Provide mechanical connection (by others) of truss to:bear]ng plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=650, 14=754, 27=1842. 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 " Joaquin Velei PE. No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Celt 6634 . ..... 6904'Parke East Blvd. Tampa FL 33610 , ae_. .... . . . . . ... August 1'1;2021 ' 0 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 MiTelt® connectors. This design is based only upon parameters shown, and:islor an Individual building eomponent,�not. I a truss system. Before use, the building designer must verify4 a applicability of design parameters and propedyancorporate this design.into the overall building design. Bracing indicated is to preyent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing , .. . -F .. . 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, OSB49 and BCSI Building Component 6904 Parke East Blvd: Sa/etylntorrrlation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL :36610 Job Truss Truss Type + + oty Ply .. T24988 719 2867000 K7AT Half Hip Truss 1 .: -1 Job Reference (optional) t:stluaers mrsmource trlani l.liy, t-Lj, . rlani uiy, rL - 0J00/,.. 0.1IO1.1 b dun 4 LUL t IVII I UK IT IUUSIrIUb, It ILL YVUU Huy r r Ur:OUAU NC I . raye I ID:x_XMgR7vsTpIjX7_7zwKvVygLdk_ND8xiSu1 Ot3wjiTndXSTFCf9f64CI H?gYbZfyp_PT 1-4- 6.3-6 9-0-0 14-1-8 20-10-12 27=8-0 34-6.0 41-6-0 48-2=1 55-0-0 4- 6.3-6 2.8-10 5-1-8: 6-9.4 :: 6r9.4 6t10.0 :: 7.0.0 : 6-8-0 6-10.0 S = . Scale 1�98.9 .: . .. .....7x10 = 5x6 = 7x8 = 54 = 7x8 7x8 - 3x4 II 6.00 12 :. x4 4 2x4 ��.: .:. 4 31 5 6 32 7 .: .33 8 .. 9 34 10 : 35 36 11 S C 1 P A WIN FP LOWAS b & _'APPINIn 1W 9 0 2, 20_... 26 24 17: 16 25 23 3 —_ 18 15 14 :12.: 13 4x6 = . .. ..... . 3x6 — 6x8 = ..4x6.=- 4x4 II 5x6.= 4x8 = 3x6 =. 6x8'= 5x8 = 6x8 = 3x6 3x4 11 9-0-0 11-10-1214-1-816-1-8 25-8-0: 27.8-0 34-6-0 37-1-5 45-6-11. 55-0-0 9-0.0 2-10-12 2-2r12 2-0-0 9-6-8 2-0-0 6.4,0' 2-7-5 8-5-6 9.5-5 Plate Offsets (X Y)-- 14:0-4-9 0-3-8] [6:0=4-0 0-4-8] [8:0-2-12 0-4-8] [9':0-4-0 0-4-8], [16:0-3-0,0-1-12], [17:0-2-0,0-0-0], [19:0-6-0,Edge], [22:0-5-8,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. ::DEFL. in (loc) Udefl: Ud .''PLATES GRIP TCLL 20:0 Plate Grip. DOL 1.25 TC. 0.77 Vert(LL)' . '' 0.35' 16 >999 240 - MT20 244/190 TCDL 7:0 . Lumber DOL . 1.25 BC . 0.07 ; Vert(CT)-0.44:13-15 >999 180.' BCLL 0.0 :` Rep Stress Incr YES WB: 0;98 ' Horz(GT) 0..09 . 12 n/a n/a BCDL, 10.0 Code FBC2020ITP12014: Matrix -AS -Weight: 352 lb FT = 20 LUMBER- :BRACING - TOP CHORD Px6 SP No.2 `Except` .: TOP CHORD. Structural wood sheathing directly applied, except end verticals. 174: 2x4 SP No.2 BOT CHORD :. :Rigid ceiling directlyapplied. Except: . BOT CHORD 2z4 SP No.2 `Except* 6-0-0.oc-bracing: 22-24 19-22: 2x4 SP M 31, : 10-0-0 oc bracing: 17-19 ' WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 10-12, 16-19 REACTIONS.. :(size) 12=Mechanical, 2=0-8-0,:25=0-5-8 Max:Horz 2=338(LC 12) Max Uplift 12=-746(LC 12), 2=-676(LC. 22),25=-1856(LC 12) Max Gray.12=1341(LC 22), 2=247(LC;9), 25=3231(LC 1) = FORCES.' (lb) 'Max. Comp./Max. Ten.:= All forces 250 (Ib) or less except when shown. TOP CHORD' .2-3— 1544/1791, 3-4=-1675/1846; 4-5=-2069/2275, 5-6==1126/1106, 6-7=-2189/1513,. 1-8=-2702/2397, 8-9=-2700/2379.9-10= 2082/1846; 11-12=-169/326 . BOT CHORD 2-26=-1568/1118, 25-26=-1653/1467; 21-22=-2264/2051, 20-21=-741/842, 19-20= 2427/2729,' 16-17=-196/359; 15-16=-2431/2715, 13 15= 2346/2552; 12-13='-1597/1'667, 5-22=-1967/1807; 7-19==339/409 . . .. ..... . . .. ..... . . .. ..... . WEBS .: 3-26=-387/544, 4-26==319/457, 4-25=-1868/1743, 22=25=-2987/2702, 5-21=-1593/1987, . . :6-21=-2341/2309, 6-20= 113 6/1675, 7-20=-937/1055,:9.15=-55%258, 9-13=-699/771; 10-13= 518/824, 1.0-12=-1963/1907, 4 22=. 414/451, 8=16=-340/435, .16-19=-2251)2382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7=16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp:C;-Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3E)=1-4;O.to 2-8-0, Exterior(2N) 2-8-0to.9=0-0, Comer(3R) 9-d-6 to 13-0-0, Exterior(2N):13-0-0 to 54-10-4 zone;C-C'for members and forces & MWERS 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 26.00sf on the bottom chord in all:areas.wheie a rectangle 3-6-.0 tall by 2-0-0 wide will fit between the boftom'chdrd and any other members. 7) Refer.to girder(s) for truss to truss connections. . 8) Provide mechanical connection (by others_) of, truss to bearing plate Capable, of. withstanding 100:lb uplift :at joint(s) except at=lb): Joaquin Velez:'PI. N6.66162 12=746,:2=6761 25=1856. MiTek USA, Ihc.FL Cert 6634 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 6904'Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord.: :' . : . . . Date:' ... ..... . .....• q ugust 11;2021 0 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, andis-for an individual building component,:noh - �a truss system. Before ;use, the building designer must vedfy: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. - , ANS11TPlf 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 T24988720 2867000 K8ATG HALF HIP TRUSS 1 2 Job Reference (optional): tsuuaers rIrsmource triam L.liy, rL), . rlani ldiy, rL - JJOaf,_ m4ou s Jun 4 4U41 Ivll 1 eK Inuu5mes, ntu. vvuu Huy I I ui AV;4G LUG 1 . rdye I: ID:x-XMgR7vsTpliX7_7zwKvVygLdl-wmLuMOUBZ07n91 rszMK?XuKZ4zSAYCgaT81 idYyp_PR '1-4- : 7-0-0 11:1'0-12 . 14-1-8 20-10-12 :.27;8.0 9.1% 34-6-14:. .: 41-4-0 : 48-1-2 55=0-0 . 4: :. 7-0-0 4-10-12-. .2-2-12 6.g.q :. g.g.q 2.p.p :.:q_8-i4 . .. g.g-2 6-9-2 .. .. .. Scale - 1:98.6 p. 3x4 = 5x6 = 6.00 F12 3x8 = 5x6 = 2x4 II 5x8 `.:. 5x6 = 4x6 = 3 q 5 -7 g . 10 11 12 13 ' 33 6 ' 34 8 35 36 .:'. ST1.5x8 STP = 1 2 IM R. o Io Plate Offsets (X,Y)-- [3:0-3-0,0-2-01, [6:0-3-0,0-3-4] [10:0-4-0;0-3-01, [11:0-3-0,03-01; [22:0-5-8,0-2-121, [25:0-5-8,0-2-121; 128:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/dell: Ud ''PLATES:' GRIP TOLL 20.0 Plate Grip.DOL 1.25 TC. 0.72 Vert(LL) . 0.14 15-16 >999 240 MT26 2441190 TCDL 7.0 Lumber DOL 1.25 BC . 0.54 : Vert(CT) -0.26 23-24 >830 .180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) -0.02 : 14 n/a n/a BCDL_ 10.0 Code FBC202OfTP]2014: Matrix -MS ::'Weight: 598 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* . TOP CHORD. Structural wood sheathing directly applied or 6-0=0 oc puffins, 10-11: 2x4 SP No.1 except end verticals.. BOT CHORD 2x4 SP No..2 ..... . - BOT CHORD Rigid -ceiling directly applied or 6-OrO oc bracing. WEBS 2x4 SP No.3 . :. .. REACTIONS. All bearings Mechanicalexcept at=length) 2=0-8-0, 28=0-5-8, 19=0-4-0. (lb) - Max.Horz 2=281(LC 8) : :. .: Max:Uplift All uplift 100 Ib or less at joints) except 14=-1263(LC 5), 2= 385(LC 8), 28=-1827(LC 8), 19=-2879(LC Max Grav All reactions 250 lb or less: at joints) except 14=2039(LC 14), 2-645(LC 13), 28=3167(LC 13),_ 19=4783(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-795/316, 3-4=-675)357, 4-5=-181/456, 5-6= 280/0, 6-7=-767/873, 7-8=-1254/2157, ' 8-9=-1497/2452, 9710=-1497/2452, 10-11==3022/1859, 11-12=-3022/1859,: 12-13=-2867/1775.,:13-14=-1899/1332 BOT CHORD 2-29=-372/684, 28-29=-981/557, 24-25= 455/172, 23-24=-654/720, 22-23- 2185/1263, 18-19=-485/713, 16-18==485/713,.15-16=-1775/2867' WEBS :.:. :3-29=-245/375, 4-29=-11.41/2068;.4-28=-2342/1566; 25-28=:1186/678, 5-25=-1438/885, ' .. :. 5-24=7200/937,.6-24=-580/782, 6-23=-1805/1542, 7-23=-778/1868, 7.22=72236/1431; . .. .... . .. ..... 10-18=0/387,:10.-16=-1578/2609, 11-16=-993/96.0, 12-15=-1151/1110; 13-15=-1945/3142, 4-25=-650/901,.9-19= 618/517, 19-22=-2898/1769, 10-19= 3955/2405, 8-22=-460/558 . .. ..... . NOTES=' 1) 2-ply truss to be connected together with 10d:(0:131 "x3") nails as follows::: .sw Top chords connected: as follows: 2x4 - 1 row at 0-970 oc: - Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 25(4 - 1 row at 0-9-0 oc: 2) All loads are considered equally applied to all. plies, except if noted as frorit (F)' or back (B) face in, the LOAD CASES) 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. 41 Wind: ASCE 7-16; Vdi-_O60mph (3-second gust) V.asd=124mph; TCDL=4.2psf; BCDL--6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpj=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60; 5 Building.Designer/ Project engineer responsible for verifying applied.roo_ live load shown Covers rain loading requirements 'specific ..... to the use of this truss component.: Joaquin Velei PE. N6.68182 6) Provide adequate: drainage to prevent water:ponding. MI ek 7) All.plates are 3x6 MT20 unless otherwise indicated.. Date Parke East Blvd. Tampa t BI d T mpa FL 33610 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any:other live loads. Date: 9) ' 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 tell by 2-0=0 wide will fit between the bottom chord and, any other members. AUquSt -1112021 ffif :for truss to truss connections,: " 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{or an individual building component, not A truss system. Before use, the building designer must verifythe applicability of design parameters and properlythis design into the overall ,incorporate building design. Bracing indicated is to prevent buckling of individual truss web and/or. chord members only: Additional temporaryand permanent bracing _ . _ ... �► I� 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, OSB-89 and BCSI Building Component 6904 Parke.East Blvd: Safety Information available from Truss Plate Institute,;2670 Crain Highway, Suite 203 Waldorf, MD 20601 s.. Tampa, FL :36610 Job Truss Truss Type l '! •;� Qty Ply T24988720 2867000 KBATG HALF HIP TRUSS 1 2 �Jbb Reference (optional):' 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�isfor an individual building 66mpone6t, not I' " a truss system. Before use, the building designer must vedfy_the applicability of design parameters and propedyancorporate this desigrrinlo 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 , ANS11TPl1 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 . r ) Qty - - Ply :. : T24988721 2867000 PG1 GABLE 2 1 Job Reference (optional):: Buimers First50urce (viant city, FL),: Plant city, FL : 33557,:: .: - 8.43U S'0un 2 2021'Mi I eK Industries, Inc.' Vver/:Aug 11 07:50:43 2021 :rage 1:: " " . ..... IDix_XMgR7vsTpljX7_7zwKvVygLdl-OyvHZkVnKJFenBQ2W3rE46hUMu7Hn_khonF9_yp_PQ 21-0-0 23-4=0 18-8.0 Scale = 1:39.6 . . 6.00 F12 3x4 = ... . 5x6 - 3x4 .3 4 5 18 6 19 :. 7 8 g 10 2 1 O o: 3x4 =:. 17 16 15 14:. 13 12 3x4 =. x _. . 2340 . .. .. .. .... .. ...... 23-4-0 .. . Plate Offsets (X Y)-- '[3:0-2-0,0-2-8] [6:0-3-0,0-3-0],[9:0-2-0,0-2-8] LOADING (psf) " SPACING- 2-0-0" ' CSI. DEFL. in (loc) I/deft:' Ud PLATES" GRIP TOLL ".:20:0 Plate Grip. DOL-- 1.25 TC. 0:16 Vert(LL)- '"0.00- 10 n/r .120- ' ' MT20 :'244/190- TCDL 7:0 . Lumber DOL . :1.25 BC . - 0.11 . Vert(CT) . ' 0.00: 10 n/r BCLL " 0.0 :` Rep Stress Ina YES WB ' 0.09 HOrz(CT), 0.00 ; 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014_ Matrix-S Weight: 70lb FT=20% LUMBER- BRACING - TOP ... . 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 BOT CHORD :. :Rigid ceiling directly applied or 10-0-0 oc bracing..:.' . ,OTHERS 2x4 SP No..3 . ... REACTIONS. All bearings 2174-6. (lb) - Max.Horz 2=-41(LC 10):. ..... "16=-18B(LC Max.Uplift All uplift 100 lb or less at joint(s) except 10=-103(LC 12), 15=-169(LC 9), 8), 17=-139(LC 8), 13=-188(LC 9), 12— 140(LC 9), 2=r103(LC 12) Max Grav , All reactions 250 lb or less"at joint(s) 10, 2 except 15=292(LC 1); 16=306(LC 22), 17=267(LC 21), 13=306(LC 21),12=267(LC 22), s. FORCES.: (lb) =Max. Comp./Max. Ten. _ All forces 250 (lb) or less except when shown. . - _ " WEBS .6-15=-213/283, 5-16=-224/296,'7=13=-224/297 . NOTES- . . ..... 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160rnph'(37sec0n0.gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat., 11; Exp:C;"Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-11 to 2-4-0, Exterior(2E)'2-4-0 to 22-11-5 zone; cantilever left and. right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS, for reactions shown; Lumber.:. .... DOL=1.60 plate grip.DOL=1.60 3) Truss designed for wind loads: in the plane of the truss'only.: For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as.apolicable,.or consult qualified building designer as per ANSI/TPI 1.:: 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown'covers rain loading requirements specific - to the use of this truss component. " 5) Provide adequate: drainage to prevent water:ponding. 6) All plates are 2x4 MT20 unless otherwise indicated..: ""' "' 7) 'Gable requires continuous bottom' chord bearing. 8) Gable studs spaced at 4-.0-0 oc..:= 9) This truss has been designed for a 10.0 psf bottom chord live load rionconcurre.nt with any other;li4e loads. 10) -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. 11) Provide mechanical connection'(by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 10, 169.lb uplift at joint 15,188 lb uplift:at joint:116,:139 lb uplift at joint 1:7; 188; Ib uplift at joint 13, 140:Ib uplj$ at joint 12 and 103 lb. uplift'ai joint 2. 12) See,StandaTo Industry Piggyback Truss,Connection Detail for Connection to base truss as applicable, or, consult qualified building --- designer. Joaquin Velei PE"N6.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 ' , .. .. oat ... ..... . ..... " August 11;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 MiTekD 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 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 gene rat guidance regarding the - fabrication, storage; delivery, erection and, bracing of trusses and truss systems, see, - • " ANS11TP/1 Quality Criteria, OSB-69 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 r t :1 Qty Ply T249BB722 2867000 PG2B1 Piggyback Truss Job Reference (optional):' tsuiioers rfrsibource trtant GRy, 1'1_l, . rfam Guy, M 33bb t,.. .. .. ts.43u s Jun z zuzl mi I eK InausineS, Inc. vvea.AUg 11 ut:bu:44 zuz1 .rage 1 :. .. ID:x_XMgR7vsTp1jX7_7zwKvVygLdi-t8Tfn4VP5dNVOL?E4nMTCJP?gmC90DWtwSWpiQyp_PP 4=4-0 19-0.0 23-4=0 4.4.0 a 14-8-0 4-4-0 ... . ...... S = . Scale 1.39.6 . 3x4 = 2x4 II 6.00 F12 2x4 I:I 2x4 x4II 3 = ' 3 4 14 5 .: 15 6 7 0 3x4 = 13 12 11...' 10. o 3x4 = 2x4 11 2x4 11 3x4 = 2x4 11 2340 2340 Plate Offsets (X,Y)-- [3:0-2-0,0-2-81,[7:0=2-0,0-2-81 . .. ..... _.. _ .. . ..... . LOADING (psf) .... ...... SPACING- 2-0-0 ' ' CSI. :' -:DEFL. in (loc) I/dell:' L/d ..... "PLATES' GRIP TOLL' .: 20.0 ' Plate Grip.DOL " 1.25 TC - 0.38 Vert(LL) . - 0.019 n/r 120 " MT20 244/190 TCDL 7:0 . Lumber DOL 125 BC 0.25 Vert(CT) 0.01: 9 n/r 120' ' BCLL 0.0 ;' Rep Stress Incr YES WB, 0;13 Horz(CT)' 0..00 , 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014: Matrix-S • . Weight: 74 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 BOT CHORD' :Rigid ceiling directly applied or10-0-0 oc bracing..: OTHERS 2x4 SP No.3 ..... REACTIONS. All bearings 21-4-6: .. (Ib) -. Max.Horz 2= 82(L'10) . ..... Max Uplift All uplift 100 lb or less at joint(s) except 8=-155(LC.12), 12=-270(LC 8); 13=-211(LC:12), 10=-211(LC :t2),2=:155(LC 12) "' Max Grav , All reactions 250 16 or less at joint(s) 8, 2 except 12=463(LC 21); 13=427(LC 21), 10=427(LC 22) FORCES. (lb) - Max. Comp./Mew, Ten. - All forces 250 (ib) or less except when shown. WEBS '.:' • " -5-12=-342/452, 4-13=-304/365, 6-10=-304/366 ' NOTES-: 1) Unbalanced roof live. loads have been considered forthis design. 2) Wirid: ASIDE 7-16; Vult=160'mph:(3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11;' Exp C; Encl., GCpi=0.18; MW FRS ,(directional) and C-C Comer(3).0-4711 to 4-4-0, Exte6or(2E) 4-4-0 to 22-11-5 zon(§; cantilever .. left and right exposed ;end vertical left and, right exposed;C-C for members. and forces & MWFR.S' 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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: ''' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 8, 270 Ib'uplift at joint 12, 211 lb uplift at olnt 13, 211 lb uplift atjoint 10 and 155 lb uplift at olnt 2. 1 P� 1.� P� 1 � P� 1 � 9) See Standard"Industry Piggyback Truss Connection Detail for Connection to base truss as applicable; or"consult qualified building designer..' .' Joaquin Velez PE. No.68182 MiTek USA, Ii1c: FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 . ..... August'11;2021 WARNING - Verity design parameters and READ NOTES ON THIS AN INCLUDED T - A ty g p a S D NCLUDE MI EK REFERENCE PAGE tiAll 7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is basedonly upon parameters shown, and:is :for an individual building component, not .. :a truss system. Before use, the building designer must verify:[he 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 properly damage. For general guidance regarding the . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36670 Job Truss Truss Type e a :1 :3 Qty Ply T24988723 2867000 PG3 Piggyback Truss . ..... . 2 1 Job Reference (optional): twociers t-IrS150urce (riam Lily, t'L), : clam L:Ity, rL - :lJOb/, 0.4GU 5 Jun 4 zU41rvu I UKHluubUieb, ua:. vv UU r uy r r ur:ou:vo cut i rayu r - - I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-LL11 _QW 1 sxVMOVaReUti9XyABAYUIgg096GMEtyp_PO 6-4-0 17.0-0 23-4-0 6-4-0 10-8-0 ... 7.:. .: 6.4-0 Sc ale = 1:39.6 .' 3x4 = .. ..... 2x4 11 2x4 I 3x4 = 2x4 11 ---r 3 4 14 5 .. .: 15 ..6 7 6 r7 Ic' v o t7 6 3x4 = 11: 10 3x4 = 3x4 = 2x4 11 Plate Offsets (X Y)-- [4:0-2-0 0-2-8] [6:0=2-0 0-2-8] LOADING (psf) SPACING- 2-0-0"' CS]. ::DEFL. in (loc)I/defl: Ud 'PLATES: GRIP TOLL 20.0 Plate Grip DOL' '1.25 TC . 0.34 ' Vert(LL) . - 0.01 ' 9 n/r 120, MT20 244/190 TCDL 7.0 Lumber DOL . .1.25 BC 0.25 : Vert(CT) 0.01 : 9 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WR 0.13 HOrz(CT), 0..00 8 n/a n/a BCDL_ 10.0 Code FBC202OfTP]2014: Matrix-S "' Weight: 78Ib FT=20% p. 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 BOT CHORD :. Rigid ceiling directly applied or.10-0-0 oc bracing::. .OTHERS 2z4 SP No.3 .... REACTIONS. All bearings 21-4-6: (lb) - Max.Horz 2=-123(LC 10) . .. .... Max Uplift All uplift 106Ib or less at joint(s) except 2=-129(LC 12), 12=-262(LC 9); 13=-244(LC:12), 10=-244(LC :t2), 8=;129(LC 12) Max Grav All reactions 280 lb or less.at joint(s) 2, 8 except 12=460(LC 22); 13=423(LC 17), 10=41A(LC 18) FORCES. (lb) - Max. Comp:/Max:, Ten. - All forces 250 (Ib) or less except when shown: WEBS '.. 5-12=-340/436, 3-13=-294/403, 7=10=-281/405 7. NOTES - I) 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=6.0psE h=25ft; B=45ft; L=40ft; save=4ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS ,(directional) and C-C Comer(3) 0-4-1,1 to 4-4-11, Exterior(2E) 4-4-11 to 22=11-5 zone;' cantilever left and right exposed ; end vertical left and right 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) Gable requires continuous bottom chord bearing. . 6) This truss has been designed for a 16.0 psf bottom chord live load nonconcurrent with any other:live loads. 7) ' This truss has been designed for alive load of:20.Opsf on the bot3om chord in -all areas where asectangle 3-6-0 tall by 2-0-0 wide .. " will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss (o bearing plate capable of withstanding 129 lb uplift at joint 2, 262 Ib uplift at joint 12, 244 lb uplift at joint 13, 244 lb uplift at joint 10 and 129 lb uplift at joint 8. 9) See Standard'lndustry Piggyback Truss Connection Detail for Connection to base truss as applicable; or consult qualified building designer.. :. . - • Joaquin Velei PE. No.69182 MiTekUSA, Inc.FLCeit6634 . .. ..... . . . ..... 6904'Parke East Blvd. Tampa FL 33610 Dafe " . .. • August 11;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 KTek® connectors. This design is basedonlyupon 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, DS949 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 t l Qty Ply ...... . :. .. T24988724 2867000 PG4 Piggyback Truss Job Reference (optional): 23-4-p .... .. .. . .: 23-4-0 Plate Offsets (X Y)-- [4:0-2-0 0-2-8] [6:0=2-0 0-2- LOADING (psf) " SPACING- 2-0-0 ' CSI. . ... ::DEFL. in (loc) Vdefl:, Ud 'PLATES:' GRIP TCLL 20.0 Plate Grip.DOL " -1.25 TC - 0.30 Vert(LL)- --0.019 We --120 MT20 244/190 TCDL 7:0. LumberDOL. :1.25 BC '0.26: Vert(CT) ,' abi:r 9 We -,.120. BCLL 0.0 Rep Stress Ificir YES WB; 0.12 HOrz(CTj 0.01 8 n/a n/a BCDL, 10.0 Code FBC2020/TP12014: ". Matrix-S ' W'eigtit: 81 lb FT = 20% LUMBER-BRACING - ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. TOP BOT CHORD. 2x4 SP No.2 BOT CHORD':' :Rigid ceiling directly applied or.10-0-0 oc bracing..:. OTHERS 2z4 SP No.3 . , . , REACTIONS. All bearings 21-4-6. Max -Uplift All uplift 100 lb or less at joint(s) except 2=-170(LC.12), 12=-152(LC 9),13=-256(LC'12), . :. .: 10=-256(LC.12), 8=-170(LC 12) "" " a Max Grav -All reactions 250lb or Iess.atjoint(s) except 2=263(LC 1),:12=355(LC 1), 13=438(LC 17);,10=435(LC 18),:8=263(LC 1) FORCES. (lb) - Max. Comp./Max. Ten.:-, All forces 250 (lb) or less except when shown. TOP CHORD 2=3=-262/136„3-4=-255/318; 4-5==181/310, 5-6=-181/310, 6-7=-255/318, 7-8=-253/130 '. WEBS 5-12=-237/296, 3-13=-310/416, 7-10=-307/416 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=6.Opsf; h=251ft; B=45ft; L=40ft; eave=4ft; Cat.. . 11; Exp-C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3):0-4-1:1 to 4-4-11, Exterior(2E):4=4-1.1 to 22-11-5 zone; ... cantilever left and right exposed ; end vertical left and_ .right 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 ttie use of this truss component. .: 4) Provide adequate_ drainage to prevent water ponding. 5) Gable requires:continuous bottom chord bearing: 6) This truss has been designed fora 10.6 psf bottom chord live load nonconcurrent with any other live loads. 7) '-This truss has beeei:desigried foe alive load of 20.0psf on the:bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will flit between the bottom'chord and any other members. 8 Provide mechanical connection b others of truss to bearing late Capable of withstanding 170 1b uplift at joint 2, 152 lb uplift at (y. ) 9P P 9 P 1 P joint 1P, 256 lb uplift at joint 13, 256'Ib uplift at'joint 10 and 170 lb uplift. at joint 8. 9) See Standard:Industry Piggyback Truss Connection Detail for Connection to be truss as applicable, or:consult qualified building. designer. a Joaquin Velez PE. N6.68182 • MiTek USA, Inc: FL Celt 6634 .. ..... 6904 Parke East Blvd. Tampa FL 33610 :.:.Date,. ... ..... August'11;2021 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 onekr ly with MiTa? connectors. This desfgn is based only upon parameters shown, and is for an Individual building component,:not �• - a truss system. Before use, the building designer must vedfy: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 androrchord 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, OSB-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 : " ..Symbols:.,Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/ Center plate on joint unless x, y t en s -s a Ca.UProperty_ 6 4 8. Fallur to Follow Could se. dimensions hown in ft-in ixteenths 4 offsets are indicated. ... (Drawings not to scale) : Damage or Personal .Injury Dimensions are in ftin sixteenths.: -1. Additional stability bracing for truss system; e.g. Apply plates to both sides of truss : diagonal or X-bracing, is always required. -See BCSI. ' and fully.embed teeth. T 2. . , . OP CHORDS .: , Truss bracing must be designed by an engineer.;For _ /16 For 4 x:2 orientation, locate plates 0=1110 from outside edge of truss: This. symbol indicates the . required direction of slots 'in: . connector plates. * Plate location details available in MiTek.20/20 software or upon request. : PLATE SIZE - The first dimension is the plate width measured perpendicular 4 . x 4. to slots. Second dimension is the length'parallel to slots. LATERAL BRACING LOCATION p CI-2 C2a c 4: WEBS O 3 U CL sae' U 0' H . ' C7-6 C6-7 C5-6 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at: each joint and embed fully. Knots and wane at joint: locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be'suiiibly protected from the environment in accordwith ANSI/TPI 1: 8: ' Unless otherWise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9: Unless expressly noted,'this design is not applicable for use with fire retardant; preservative:treated, or green lumber 10. Camber is a non-structural consideration and is:the" responsibility of truss fabricator. General practice is to camber for dead load deflection. 1.1.. 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 desl ned:for wind loads In the lane of the Indicated by symbol shown and/or g P 13. Top'cfiords must b'e'sheathed or purlins provided of by feat in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft. spacing, if indicated. ,Lumber design values are in accordance:with ANSIlTPI 1 no c rascal unless otherwise noted. or less, if eiling.is' led- unle h rwise n d. section 6.3 These truss designs rely on lumber values BEARING established by others. . onne shown r f others. 15 C ctions'not wn are the responsibility o .. 16. Do not cut or alter truss member or plate without prior Indicates location where bearing'sapproval of an engineer. occur. Icons va but (supports). rY © 2012 MiTekO All Rights Reserved 17 d load unless d of reaction section) ndicates joint . Install an d vertically u ess indicate otherwise. number where bearings occur.: _- 18. Use of green ortreated lumber may pose unacceptable Min size shown Is for crushing only. environmental, health or performance risks. Consult with project engineer before use. 19. Review all portiohs of this design (front, back, words Industry Standards:. and ANSIlTP11: National Design Specification for Metal a pictures) before use. w g ur lone g . P.. is no �sufficierit. Plate Connected Wood Truss Construction. ev e m plc es a DSB-89: Design Standard for Bracing. a 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information,: MiTe ANSIlrP 1 QualityCritesa;: Guide � Good, Practice. for Handling,." - 21 The ebi In does n t take into accountan dynamic. . ... Installing & Bracing of Metal Plate or otherloads other than those expressly stated. Connected:Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 reV..5/1.9/2020 ; - wide truss spacing, individual lateral braces themselves may require bracirig; or alternative Tor I bracing should be considered.: M : 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 a designei, erection supervisor, property owner and F_ all other interested parties. BOTTOM CHORDS 8 7 ... 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND.THE TRUSS STARTING AT THE JOINT.FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED 13Y END JOINT:: NUMBERS/LETTERS. PRODUCT: CODE APPROVALS ICC-ES :Reports: ESR-1611' ESR-1352; ESR1988.:- ER-3907, ESR-2362; ESR71397, ESR-3282 '