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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL Builders FirstSource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax:(B13) 752-1532 http:ltwww.bldr.com - Per ANSI/TPI 1-2007 all "Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise. ( U.N.O. ) Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: Shift truss as required to avoid plumbing traps. Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page Wade 7urney Homes 16SO Grp 2 Elevation B Lot Swing Right Layout: 1615_B_ Date: 06/06/19 Revision History: Revl: Rev2: Rev3: loft Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� { RE: 1650_B - MiTek USA11"c.•, Site Information: 6904 Parke East 61vd. Tampa, FL 33610-4.115 Customer Info: Wade.Jurney'Homes Project Name: _ Model: 1650 B Lot/Block: 10711 Subdivision: Lakewood Park Address: .BelleairAve , City:' ,' State: FL Name Address and. License#.of Structural Engineer of Record, If there is one, for the building. `Named" License M . - Address:,` City: State: General Truss,"Engineering'Criteri "A Design Loads (individual Truss Design Drawings Speeial Loading Conditions): Desigri Code: FBC202,0/TP12014' Design;Program:, ,MiTek 20/,208.4 Wind Code: NIA ' Wind Speed: 160 mph . Roof Load:.37..0 psf .. F1oorLoad:. N/A psf This package includes 24 individual, Truss Design Drawings and 0 Additional,Drawings.. With my sea[ -affixed 'to this sheet,.l'hereby certify that I am;the truss Design Engineer -and thi&Iindex sheet conforms to 61 G15-31.003, section 5'of the Florida Board,of. Professional; Engineers, Rules. u No. Seal# Truss Name' Date,.' No. Se Truss:;Name Date 1 T22343091 Al 1/5/21 23 T22343113 ,HJ2. 1/5/21 " 2 T22343092 CJ1 1/5/21 24.' T22343114...HJ3 1/5/21' 3 T22343093 CJ3 1/5/21 4 T22343094 CJ5 1/5/21 5 T22343095 EJ2 1/5121 ' 6 T22343096 EJ4 1/5/21 7 T22343097 EJ6 1/5/21 8 T22343098 EJ7 1/5/21 9 T22343099 . GE1 1/5/21 10 T22343100 GR1 1/5/21 11 T22343101 GR2 1/5/21 _ 12 T22343102 GR3 1/5/21 13 T22343103 H1 1/5/21, 14 T22343104 H2 1/5/21 15 T22343105 H3 1/5/21 16 T22343106 H4. - 1/5/21 f 17 T22343107 H5 1/5/21 3 18 T22343108 H6 1/5/21 19 T22343109 . H7 1/5/21 20 T22343110 H8-1/5/21 21 T22343111 H9 1/5/21 ; 22 T22343112 HJ1 1/5/21 The truss drawing(s) referenced above have been prepared by MiTek USA,'lnc � %%I ts t -O,t under my direct supervision based on the parameters = % N��P provided by Builders FirstSource - Plant City... Truss Design Engineer's Name: ORegan, Philip v 8t'26 My license renewal date for the state of Florida is February 28,-202.1. ' = �% A T ~.•_ ,t IMPORTANT NOTE: The seal on'these truss component desighs.is a certification STATE .'OF that the engineer named'is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfrPI 1: These designs are based upon parameters i��� Q R , Q' N_`� shown (e.g., loads, supports, dimensions, shapes and design codes), which were ' — : ' , ,,. �? given to MiTek or TRENCO. Any project specific information.included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRE.NCO has not independently verified the. j applicability of the design parameters or the designs for any particular building. Before use, PhIIIp J` O'Regari PE.IVo;56126 r the building designer should verify applicability of design parameters and properly MO. USA, Inc FL Cert 6694 ` incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. 8904ParkerastBlvd.;Tampa�I 53610 January 5,202.1.. . PR e an; Philip :7 Job Truss Truss Type Qty Ply • T22343091 1650 6 Al Common 12 .--1' • Job Reference (optional) " Builders Firswource ( I ampa, FL), Tampa, FL - 33564, 11.4su s Nov 30 2020 MI I ex m0ustnes, Inc. i ue Jan o 09:31:22 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3NzgJrs-J7hDlzmpl gtc6AixmB_kmoTV_XmYmZNFLsgb"Ryp 11-0-0 6-11-3 13-0-9' 19-2-0 25-3-7 31-4-13 3114-0 -0- 6-11-3 6-1-7 ' 6-1-T - 6-1-7 - 6-;1-7 6-11-3 Scale = 1:68.4 5x6 = 4.00 12 - - - g - .. 3x4 18 19 3x4 5 _ 7: .. 3x6 3x6 2x4 �\4 a ,... 8 2x4 i 3 9. .,. 17 ,- _. it 20 ' N 1 2 _ 10 42 _ ST1.5x8 STP = - 14�: , . - '" ST1.5x8 STP = ' 3x4 = 4x6-= ' 4x6 = ., 3A4, 3x8 = 3x8 = j - , ., 3xa — - • ,_. 9-11-14 19-2-0 28-4-2 - .•• 38-011 9-11-14 9-2-2 '9-2-21•'•.^- - 9-11=14 Plate Offsets (X,Y)— [2:0-0-2,Edgel, [10:0-0-2,Edgel. LOADING (pso SPACING- 2-M CSL DEEL. in. (loc) I/def "" .L/d PLATES -.- GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 14 a999 240: ' MT20 , ?., 244/190 7.0 Lumber DOL 1.25 BC 0.91 ,75TCDL .180 BCLL, O:O Rep Stresslncr YES WB 0.87 ,.Horz(CT) 0{17 •. 10," n/a : n/a `BCDL 10.0 Code FBC2020/TP12014 Matrix-SH ; . Weight: 178 lb FT = 20% LUMBER- BRACING-. rrr'',. �,• TOP CHORD 2x4 SP No.2 -TOP CHORD Structural 'wood sl g4Vi ,g'directly.applled or2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid 'Ceilirtig directly,app iedbr 3-10-10 ocbracing. 13-15: 2x4 SP No.2 ` WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 p t : >• . Max Horz 2=-197(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ; TOP CHORD 2-3=-3506/2625, 3-5=-3200/2393, 5-6=-2240/1807, 6-7=-2240/1807, 7-9=-3200123931,, 9-10=-3506/2625 BOT CHORD 2-16=-2371/3267, 14-16=-1884/2700, 12-14=-1886/2700, 10-12=-2373/3267 ,r ` WEBS 6-14=-760/1076, 7-14=-790/719, 7-12=-242/553, 9-12=-360/433, 5-14=-790/719, 5-16=-242/553, 3-16=-360/433 NOTES- l _ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3rsecond gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf;'h=15ft; B=45ft; L=40ft; ea ie=5ft; Cat,' ,., .. �,��tt , Q 3-, 0 fee 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0,to 19-2 0, Extid6if 21R) - 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39.4-0 zone; bantilever left verticaGleft and for^ ♦♦%, ♦ C` ♦ �� ........., Cj I�. E IV • '9jL and right exposed,;, end right exposediC-G forces & MWFRS for Lumber �♦ S+. �� ,Q`Z` .• � G members and, reactions shown; DOL=1.60 plate grip DOL=1.6t) 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . : 0 No 58126 to the use of this truss component. ' .� - .. e 4) This truss has been designed for a 10.0 psf botfbm chord liveload. nonconcurrent with any other live load's.. - 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where.a recfarigle 3-0-0'fall by 2-0=b 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 (jt=lb) - t.� �• F C(/'Z 2=837, 10=837. :- � .. Vie; � O R 1 � •P ��:` : '<< ` OHIOJ. O'Regah PE No.58126 M1Tek U.SA; Inc: FL Cert 604 6904°Parkl"Eastblvd: Tampa FL 3361b! , ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFK REFERENCE PAGE'MII-7473 rev,. 5110/2020 BEFORE USE. ` " Design valid for use onlywith MiTekQ connectors. This design is based only upon parameters shown, and is for amindividual building component, not a truss system. Before use, the building designer muslverify'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 - i1AiTek° •• is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgeneral guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ' ANSI/TPH-Quality Criteria, DSB-89 and BCS1 Building Component, �," 6904 Parke East BIJd. - Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20gOl - - Tampa; Parke East Job Truss Truss Type City Ply T22343092 1650 B CA Comer Jack 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), I ampa, FL - 33bb4, 6.43u s Nov 3U ZUZU MI I eK Industries, Inc. I ue Jan 5 09:31:24 2021 Pagel ID:InOSxDI?zEJa—tKrck6s3Nz9Jrs-FVozAfn3Z17KLTsKucl CsDZ?XLfl EgOYp9JiDgzyRyn -1-0-0 1-0-0 1-0-0 1-0-0 - - Scale = 1:6.1 2x4 = ' 'ST1.5xB STP = 1-0-0 ... - 1-M N m Plate Offsets(X,Y)— [2:0-2-14,0-0-101 LOADING'(psf) SPACING 2-M' CSI: DEFL. in (loc) I/deft L/d, PLATES, GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20- 2441190 TCDL 7.0 Lumber DOL, 1.25 BC ' 0.01 ? Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES' .. WB 0.00, Horz(CT) 0.00 3 n/a• n/a BCDL 10.0 Code. FBC2020/TPl2014' • Matrix-P , Weight: 5 lb FT = 20% LUMBER- ^ BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M oc purliris,, BOT CHORD 2x4 SP No.3 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=44(LC 1.2) ' • I- _ Max Upliff 3=-8(LC 1.), 2=-142(1_6 12) Max Grav 3=25(LC 12)',-27125(LC,1); 4=18(LC 3) FORCES. (lb).- Max. Comp./Max. Ten. -All forces 250 (Ib) or less excepf'when shown.' NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft,B=45ft;'L=40ft; eave=5ft; Cat._ ll; Exp C; Encl., GCpi=0.18 MWFRS (directional) and C-C Exterior(2E):zorie; cantilever left and right exposed;; en¢vertical left and right exposed; porch left exposed;C-C for memtie 5s and forces & MWFRS.for reactions shown;' Lumber DOL=.)..60 plate grip , , DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain IoadifLq reguireinents specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf. bottom chord Irve load nonconcurrent with any other live loads.• : ^ 4) • This truss has been designed for a• live load of 20 Opsf on th® bottom'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. ) will fit between the bottom chord and'7anyother members; % 5) Refer to girder(s) for -truss, to truss connections.' ,:' `�� ���p , • R�� 6) Provide mechanical connection (tiy others) of trtfssto bearing plate,capablo ofwlthstanding 100lb uplift atjoint(s) 3 except (jlfb) s�Q`Z` .• �G I/ S •• '9jL% 2=142. ,� �r F• �� „ No 58126V. jr.- F �L.. O ;o - -- r.• 11111 `sPhlllp J. O'Regan PE No.56126 >~r__' M[Tek'USA,Inc.FLGert6634 6904 Parke East Blvd. Tampa FL 33610 Date; January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE�MII.7473 rev. 5/1912020 BEFORE, USE: Design valid for use only with M7ek© connectors. This design is based only upon parameters shown, adis for an individualbuildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek• is. always required for stability and to prevent collapse with possible personal injury an{ property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, pde' ' ANSI11"Pl1 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insti ide, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply T22343093 1650 B CJ3 CORNER JACK 10 1 Job Reference (optional) duncers rlrsibource ( I ampa, t-L), I ampa, I-L - 33004, 3x4 = ST1.5x8 STP = d.43u S NOV sU ZUZU mi I eK moustneS, Inc. I ue uan 0 U8:31:z0 zu'Z1 Page 1 ID:InOSKDI?zEJa_lKrck6s3Nz9Jrs-jiMMN?ohKbFBzdRWSKYROQ59lk_Jz7eh 1 p3FIGzyRym Scale = 1:9.4 3-M Plate Offsets (X,Y)— [2:0-0-6,Edge) LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=43(LC 12), 2=-216(LC 12), 4=42(LC 8) Max Grav 3=55(LC 17), 2=187(LC 1). 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical leftand; right exposed; 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 livd1oad shown covers rain loading requiremeLnts specific".' ' to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,��� Q R 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.I1b uplift at lomt(s) 3, 4'except 2=216. bNa` 58126 �. w o�rj S/ E % Ph)lip, J 0 Regan PE k58126 ,MiT0 , U$/4 Inc. R Cert 6634 - : 6964 Parke EastBly& tarn0a R 3361 U Januac�r 5;2021. ,&WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 re0t611912020 BEFOREUSE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with, possible personal injury and property damage..For general guidance regarding the - - MOW -- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111i 11 Quality Criteria; DSB-89 and'BCS1 Building Component .. 69Q4 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20691 z Tampa, FL 36610 - Job Truss Truss Type Qty Ply T22343094 1650 B CJ5 Comer Jack 6 1 Job Reference (optional) tsunaers rlrstJource t l ampa, t-L.), Iampa, rL--=U4, 1-M 11.4JU 5 NOV ou Zuzu MI I eK mciumneS, Inc. I Ue Jan O u9:SI:Zb zUZI Hage.1 ID:"OSxDI?zEJa_tKrck6s3Nz9Jrs-BuwkbLpJ5vN2bnOi?13gxeeCK8HfiaugGTopHizyi3yl -0 )-0 Scale = 1:13.3 4x6 = ST1.5xB STP = ' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Wait L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL)- -0.03 ., 2.4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24' >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00, 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-105(LC 12), 2=-187(LC 12) , Max Grav 3=116(LC 17), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-M to 4-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide ,`��,1�� will fit between the bottom chord and any other members. � Q J. Q'R 5) Refer to girder(s) for truss to truss connections. %% ��� F(� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) ``�`Q`r•.�� G E N $�. q2 �= 3=105, 2=187. No 58126 lop Philipp J. O'Regan PE No.58126 MffekUSA, Inc. FL Cert 6634 6904-Parke East Blvd. Tampa FL 33616 Date: January 5,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek0 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 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 11 w Job Truss Truss Type Qty Ply r T22343095' 1650_B EJ2 Jack -Open 2 1 It` Job Reference (optional) t5unoers rtrstaource t I ampa, t-L), I ampa, rL - 33004, 2x. 30 m4SU s r o, :,u LULU MI 1 eK In.u.,n.S, I,.. I lie Jan b Uy::37:zb 2U21 NagQQ_,t ID:InOSXDI?zEJa_lKrck6s3Nz9Jrs-BuwkbLpJ5vN2bnOi? 13gxeeG38HeiaugGTopHizyl2yl 2-6-8 �., 2-6-8 4.00 12 Scale = 1:15.6 ,1. LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-" oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0.8-0, 2=Mechanical, 3=Mechanical Max Horz 4=104(LC 12) Max Uplift 4=-13(LC 8), 2=-76(LC 12), 3=-21(LC 12) Max Grav 4=86(LC 1), 2=69(LC 17), 3=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members.' Q'R 5) Refer to girder(s) for truss to truss connections. `♦♦� Q �j, F 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. %♦ No 58126 �X' of % '<v : 0 : 1 Phlllp J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East. Blvd. Tampa FL 33610 Date: ' January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII.7473 rev. 511912020 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343096 1650_B EJ4 Jack -Open 6 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 44 = .5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:27 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-f4U6ohgxsDVvCxbvZkavTrBS?YfZR18 V7YMp6zyRyk Scale = 1:11.1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 2.4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=97(LC 12) Max Uplift 3=-76(LC 12), 2=-244(LC 12), 4=-59(LC 8) Max Grav 3=87(LC 17), 2=219(LC 1), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-114 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord 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 at --lb) 2=244. `I�Illllll/II G E N g�.: NQ, 58126 dot C? % % % Philip J. O'Regan PE No.58126 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.511912020 BEFORE USE. Design valid for use only with MiTek0 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 r� 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 bracing of trusses and truss systems, see ANSIfTP11 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 T as Truss Type Qty Ply T22343097 1650_B EJ6 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:28 2021 Page 1 I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-7H2U?OrZc Wdmg5A57S5803jT8ywbAU07jnHvMbzyRyj -1-M 6-6-8 1-0-0 6-6-8 4x4 = ST1.5xB STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.09 2-0 >862 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-149(LC 12). 2=-209(LC 12) Max Grav 3=160(LC 17), 2=307(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale:3/4'=1' . PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-5-12 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=149,2=209. �J! 1 O ♦ F�1 I No 58126 OF S ♦ Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek' 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/Tiol1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343098 1650_B EJ7 Jack -Open 14 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:29 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-cTcsDMrCNgldSFIHh9cNYGGgiMC3vweHyR1 Tu 1 zyRyi 1-0-0 7-0-0 1-0-0 7-M Scale = 1:16.9 n N N l7 N 46 = ST1.5x8 STP = Plate Offsets (X Y)— [2:0-1-14 Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.16 24 >490 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 24 >448 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-143(LC 12). 2=-216(LC 12) Max Grav 3=163(LC 17), 2=324(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) except at --lb) 3=143,2=216. .`Q1`. �GENg ...Y' No 58126 *: :* % XZ : 9 F : �v �.10s���NA� Philip J. O'Regan PE ND.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiYek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22343099 1650 B GE1 Common Structural Gable 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:31 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-Yrjde2tSvR?LhYugoafrehLlj9gfNdbaQl WaywzyRyg �1-0-0 6-11-3 13-0-9 19-2-0 253-7 31-0-13 38-4-0 -0- 6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 -0 5x6 = 4.00 12 N 6 Scale = 1:68.4 ST1.5x8 STP = — 14 "' ST1.5x8 STP = 3x8 = Plate 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-197(LC 10) Max Uplift 2=837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) 4x6 = 3x8 = 46 = 3x4 = 3x8 = CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.83 Vert(LL) 0.39 14 >999 240 MT20 2441190 BC 0.91 Vert(CT) -0.60 12-14 >753 180 WB 0.87 Horz(CT) 0.17 10 n/a n/a Matrix-SH Weight: 196 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2625, 3-5=-3200/2393, 5-6=-2240/1807, 6-7=-2240/1807, 7-9=-3200/2393, 9-10=-350612625 BOT CHORD 2-16=-2371/3267, 14-16=-1884/2700, 12-14=-1886/2700. 10-12=-2373/3267 WEBS 6-14=-760/1076,7-14=-790/719,7-12=-2421553,9-12=-360/433,5-14=-790/719, 5-16=-2421553, 3-16=-360/433 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-M to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2R) 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39-4-0 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 applicable, 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=837, 10=837. ,,`1111111'lll���, CENs . No 58126 0- OF . ,� 111 C , Philip J. URegan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 Welk' 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 ANS117P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 M Job Truss Truss Type Qly Ply T22343100 1650_B GR1 Hip Girder 1 Job Reference (optional) t]ullaers mrstbource (I ampa, t-L7, I ampa, rL - J30b4, d.4JU s NOV JU ZUZU mi I eK moustnes, Inc. I ue Jan 0 U`J:JI:JJ NCI rage i ID:InOSXDI?zEJa_tKrck6s3NzgJrs-UErN3kuiR3F2ws22w?hJj6RPGzX8rWast3?g1 ozyRye i1-0-0 7-0-0 15-0-12 23-3-4 , 31-4-0 _ _r _ __ 314-0 -0- 7-0-0 8-0-12 8-2-8 8-0-12 7-0-0 -0 Scale= 1:69.6 6x12 MT20HS = 6x12 MT20HS = 4.00 12 2x4 II 6x8 = 4x4 = 3 16 17 18 19 4 20 21 22 523 6 24 25 26 27 7 ST1.5x8 STP = 15 28 29 14 30 13 31 32 33 34 12 35 11 36 37 10 ST1.5x8 STP = 2x4 1.1 6x8 = 7x8 = 5x6 = 6x8 = 2x4 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 CSI. TC 0.69 BC 0.85 WB 0.90 Matrix-SH DEFL. in, (]cc) I/defl Ud Vert(LL) 0.84 12-13 >536 240 Vert(CT) -1.03 12-13 >439 180 Horz(CT) 0.15 8 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 437 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-9-7 cc purlins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-4-3 cc bracing. BOT CHORD 2x6 SP No.2 `Except` 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 3-13,6-13,7-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=-1877(LC 8), 8=-1886(LC 8) Max Grav 2=2919(LC 1), 8=2913(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8180/5096, 3-4=-12896/8185, 4-6=-12893/8181, 6-7=-12857/8173, 7-8=-8160/5121 BOT CHORD 2-15=-4717/7682, 13-15=-4708/7651, 12-13=-8019/12853, 10-12=-4733/7633, 8-10=-4741/7664 WEBS 3-15=-161/721,3-13=-3451/5542,4-13=-1077/977,6-12=-1079/960,7-12=-3414/5520, 7-10=-159/721 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: ,,��I111.1'1/1//I `%%% `p I � F� �j01, follows: 2x4 1 0-9-0 2x6 2 0-9-0 �� •� E Ns • •. 92 �� Top chords connected as - row at cc, - rows staggered at cc. `� Q .• C F Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. - Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. i NO 58126 •••. 2 All loads are considered equally applied to all lies, except if noted as front F or back B face in the LOAD CASES section. PI to q Y PP P P O O O Y �. �, e• ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber OF Z 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 •' •: �� �i�'� • • Q to the use of this truss component. 6) Provide adequate drainage to prevent •Q:• ��� ij�s `• R ���IN A' ;' % % 7) All plates are MT20 plates unless nlesotherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 tall by 2-0-0 wide Phlllp J. O'Regan PE No.58126 • will fit between the bottom chord and any other members. MITek USA, Inc, FL Cart 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 2=1877, 8=1886. Date; January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss weband/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 ANSUM11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Cram Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343100 1650_B GR1 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:33 2021 Page 2 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-UErN3kuiR3F2ws22w?hJj6RPGzx8rWast3?g1 ozyRye NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 260 lb up at 6-11-12, 106 lb down and 134 lb up at 9-1-1, 106 lb down and 134 Ito up at 11-1-1, 106 lb down and 134 lb up at 13-1-1, 106 Ito down and 134 lb up at 15-1-1, 106 Ito down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 18-4-7. 106 lb down and 134 lb up at 19-2-15, 106 lb down and 134 lb up at 21-2-15, 106 lb down and 134 lb up at 23-2-15, 106 lb down and 134 Ito up at 25-2-15, 106 Ito down and 134 lb up at 27-2-15, and 106 lb down and 134 lb up at 29-2-15, and 221 lb down and 260 Ito up at 3144 on top chord, and 296 lb down and 203 Ito up at 7-0-0, 81 lb down and 20 lb up at 9-1-1, 81 Ito down and 20 lb up at 11-1-1, 81 Ito down and 20 lb up at 13-1-1. 81 lb down and 20 lb up at 15-1-1, 81 lb down and 20 Ito up at 17-1-1, 81 Ito down and 20 lb up at 184-7, 81 lb down and 20 lb up at 19-2-15, 81 Ito down and 20 lb up at 21-2-15, 81 lb down and 20 lb up at 23-2-15, 81 lb down and 20 lb up at 25-2-15, 81 Ito down and 20 Ito up at 27-2-15, and 81 lb down and 20 Ito up at 29-2-15, and 296 lb down and 203 lb up at 31-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-176(F) 7=-176(F) 15=-296(F) 13=-57(F) 4=-106(F) 6=-1 06(F) 12=-57(F) 10=-296(F) 16=-106(F) 17=-106(F) 18=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 25=-106(F) 26=-106(F) 27=-106(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) 36=-57(F) 37=-57(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. t' Design valid for use only with MiTek®ocnnectors. 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 ANSI17Pl1 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 n Job Truss Truss Type Qly Ply T22343101 1650_B GR2 Roof Special Girder 1 1 Job Reference (optional) tSmlaers t-Irstsource (I ampa, t-L), I ampa, FL - 33004, 0.4aU s Nov Su LULU MI I eK muusules, inc. I ue Jan D uw;o 1:04 LUL I rage 1 I D:In OSx D I?zEJa_tKrck6s3Nz9Jrs-yQPIG4vKC MNvYOdFTjCYF KzV BNwpaySO6]kEZFzyRyd -1.0-Q 4-8-2 8-6-8 1 1-8 12-1-8 1_ -8 21-11-8 26-10-8 31-9-8 38-4-0 a9-4-p -0- 4-8-2 3-10-6 1-7-0 2-0-0 4=11-0 4-11-0 4-11-0 4-11-0 6-6-8 -0- Scale = 1:72.4 NAILED NAILED Bx14 MT20HS 4.00 12 5x6 = 6x8 —_ NAILED NAILED NAILED NAILED 4 22 5 2x4 II 7x14 MT20HS = NAILED 44 = NAILED 2x4 6 23 24 7 25 26 278 28 29 30 931 32 3 Special NAILED 8xl4 MT20HS 10 33 N 4x12 N 11 12 I•; d ST1.5x8 STP = 21 20 19 18 17 34 35 36 16 37 15 38 14 39 40 41 13 5x8 = 4x8 = 5x6 =2x4 II 6x12 MT20HS = NAILED 4x4 = NAILED 48 = NAILED 2x4 11 5x8 = NAILED 7x14 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED ST1.5x8 STP = 1-6- 110-1-8 12-1-8 17-0-8 21-11-8 26-10-8 _ _ 31-9.8 �_ 38-4-0 8-6-8 1-7-0 2-0-D 4-11-0 4-11-0 4-11-0 4-11-0 6-6-8 Plate Offsets (X,Y)— [2:0-4-14 0-MI, [5:0-5-0,0-2-8] [8:0-7-0,04-8] [10:0-10-12 0-2-121, [11:0-5-5 0-2-0], [14:0-3-8 0-2-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 1.31 16-17 >346 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.58 16-17 >286 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.19 11 n/a We BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 14-12 oc purlins. 6-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` "Special' indicates special hanger(s) or other connection device(s) 4-21,5-20,6-17,10-14: 2x4 SP No.2 required at location(s)shown. The design/selection of such special OTHERS 2x4 SP No.3 connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=94(LC 7) Max Uplift 2=-1180(LC 8), 11=-1543(LC 8) Max Grav 2=1870(LC 1), 11=2394(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4881/3003,3-4=-4640/2834, 4-5=-4310/2681, 5-6=-5421/3407, 6-7=-944516047, 7-8=-9444/6046,8-9=-10152/6476,9-10=-9089/5795,10-11=-6607/4110 BOT CHORD 2-21=-2755/4571,20-21=-2954/4957,19-20=-4647/7612,17-19=4646/7603, 16-17=-6359/10169,14-16=-5651/9087,13-14=-3794/6185,11-13=-3796/6207 WEBS 3-21=-305/230, 4-21=-746/1282,5-21=-1275/864,5-20=-1809/2766,6-20=-3783/2408, 6-17=-1367/2080, 7-17=-369/372, 8-17=-8751699, 8-16=-239/345, 9-16=-741/1154, ,,`��1111111/���, 9-14=-1038/859. 10-14=-2017/3153, 10-13=-23/478 %% NOTES- SF•�•. 1) Unbalanced roof live loads have been considered for this design. Q �� L �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. NO 58126 0 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 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. -0 / 4) Provide adequate drainage to prevent water ponding. '33 •' 5) All plates are MT20 plates unless otherwise indicated. •: ��/ �i '� • Q �� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This ,,,(((/ .� .�pR�O.,.�'♦�. 7) 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 �I SlS/ • will fit between the bottom chord and any other members. �\ `% 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1180, 11=1543. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. Phlllp J. O'Regan PE N0.58126 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 177 lb up at MITek USA, Inc. FL Cert 6634 31-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6904 Parke East Blvd. Tampa FL 33610 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date'. January 5,2021 ® WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIAP11 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 T22343101 1650_B GR2 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:34 2021 Page 2 I D:InOSxD I?zEJa_tKrc k6s3 Nz9Jrs-yQ PIG4vKCM NvYOd FTjCYFKzVB NwpaySO6jkEZFzyRyd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-6=-54, 6-10=-54, 10-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 10=-153(B) 18=-6(B) 13=-136(B) 24=-6(B) 25=-6(B) 26=-104(B) 27=-1 04(B) 28=-104(B) 30=-1 04(B) 31=-104(B) 32=-104(B) 33=-104(B) 34=-6(B) 35=41(B) 36=-41(B) 37=41(B) 38=41(B) 39=41(B) 40=41(B) 41=41(B) A WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with MTek®cannectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 T22343102 1650 B GR3 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:36 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-upXWhmxbk_ddnJndb7EOL13xUAgD2zPJZ1DKe7zyRyb -1-0-0 4-0-0 9-4-0 14-8-0 18-8-0 , 1-0 4-0-0 + 54-0 54-0 4-0-0 Scale = 1:33.8 5x6 = 4.00 12 0 3x6 = 2x4 II 10 16 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020ITP12014 4x6 = 4x6 = 3 11 12 4 13 14 15 5 46 = 3x6 = '" ST1.5x8 STP = 17 9 8 18 7 3x6 = 4x6 = 4-0 144-0 1¢$�0 18-M _ __ J 4-0 5-0-0 4- 4-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.63 Vert(LL) 0.03 9-10 >999 240 MT20 244/190 BC .0.37 Vert(CT) -0.05 9-10 >999 180 WB 0.57 Horz(CT) -0.01 6 n/a n/a Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2x4 SP No.3 QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS. All bearings 14.4-0 except (jt=length) 6=0-8-0. SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. (lb) - Max Horz 2=49(LC 23) Max Uplift All uplift 100 lb,or less at joint(s) except 6=-576(LC 26), 2=-594(LC 25), 10=-560(LC 25), 9=-714(LC 25). 7=-568(LC 26) Max Grav All reactions 250 lb or less at joints) except 6=575(LC 23), 2=556(LC 22), 10=478(LC 1), 9=655(LC 37), 7=464(LC 1). 7=464(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/1410, 3-4=-1256/1296, 4-5=-875/865, 5-6=-1420/1492 BOT CHORD 2-10=-1332/1349, 9-10=-1018/1003, 7-9=-1281/1315,6-7=-1369/1321 WEBS 3-10=-329/438, 3-9=-956/992, 4-9=479/765, 5-7=-329/506, 4-7=-979/1022 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 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-M 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 576 lb uplift at joint 6, 594 lb uplift at joint 2, 560 lb uplift at joint 10, 714 lb uplift at joint 9 and 568 lb uplift at joint 7. 8) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-8-0 for 250.0 plf. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 119 lb up at 4-M, 40 lb down and 87 lb up at 5-1-1, 40 lb down and 87 lb up at 7-1-1. 40 lb down and 87 lb up at 9-1-1, 40 lb down and 87 lb up at 9-6-15, 40 lb down and 87 lb up at 11-6-15, and 40 lb down and 87 lb up at 13-6-15, and 84lb down and 119 lb up at 14-8-0 on top chord, and 41 lb down and 72 lb up at 4-0-0, 36 lb down and 64 lb up at 5-1-1, 36 lb down and 64 lb up at 7-1-1. 36 lb down and 64 lb up at 9-1-1, 36 lb down and 64 lb up at 9-6-15, 36 lb down and 64 lb up at 11-6-15. and 36 lb down and 64 lb up at 13-6-15, and 41 lb down and 72 lb up at 14-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �I1111111JJJ ���•� �p J- 0 �•`Q�\\= •�G E N S • 2 i• No 58126 ST VF .00 J#'0NA� E��%% Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply T22343102 1650 B GR3 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:36 2021 Page 2 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-upXWhmxbk_ddnJndb7EOL13xUAgD2zPJZ1DKe7zyRyb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-56(B) 8=-18(B) 10=-1 3(B) 9=-36(B) 3=-56(B) 4=-80(B) 1 1=-40(B) 12=-40(B) 13=-40(B) 14=-40(B) 16=-18(B) 17=-1 8(B) 18=-1 8(B) 19=-13(B) �r A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTekOO 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 chard members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSO-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 36610 Job Truss Truss Type Qty Ply T22343103 1650_B H1 Hip 1 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:37 2021 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-N?5uu5yDVHmUPTMg9rlFtyb1 NassnQaSohzuAZiyRya i1-01 4-10-14 9.0-0 15-8-12 22-7-4 29-4-0 �3-5-2 38-4-0 39.4-0 -0 4-10-14 4-1-2 6.8-12 6-10-8 6-8-12 4-1 2 �-10-14 1-0-d Scale = 1:69.6 f� d 4.00 12 54 = 3x4 = 46 = 2x4 II 5x6 = 420 2122 5 6 7 2324 8 25 2x4 - 2x4 319 9 18 26 27 2 1 ST1.5x8 STP = 3x8 = 17 16 15 3x4 = 46 = 3x6 = 14 13 12 5x8 = 46 = 3x4 = 11 ST1.5x8 STP = 3x8 = 9-0-0 15-8-12 22-7-4 29-4-0 38-4-0 i 9-0-0 6-8-12 6-10-8 6-8-12 9.0-0 Plate Offsets (X Y)— [2:0-0-0 Edgel, [6:0-3-0 Edgel. F10:0-M Edgel LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.94 BC 0.99 WB 0.51 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.I WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=98(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1). 10=1466(LC 1) DEFL. in (loc) Ildeft Ud PLATES GRIP Vert(LL) 0.62 14-15 >728 240 MT20 2441190 Vert(CT) -0.89 14-15 >508 180 Horz(CT) 0.20 10 n/a n1a Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2882, 3-4=-3322/2609, 4-5=-4245/3423, 5-7=4244/3422, 7-8=-4245/3421, 8-9=-3322/2609,9-10=-3539/2882 BOT CHORD 2-17=-2635/3296, 15-17=-2283/3107, 14-15=-3169/4245, 12-14=-2275/3107, 10-12=-2626/3296 WEBS 3-17=-220/372,4-17=-89/340,4-15=-990/1350,5-15=-425/447,7-14=-386/466, 8-14=-988/1349,8-12=-89/340, 9-12=-220/372 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 294-0, Exterior(2R) 29-4-0 to 34-11-14, Interior(1) 34-11-14 to 39.4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. ,�JA11111111/I1I J. 0, �•`Q�Z`•'\GENS No 58126 ��O�F .off O R 1 Q •P �\_,�. D N AL E:•``• 11111.11.10% Philp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T22343104 1650_B H2 Hip 1 1 Job Reference (optional) ounuers rlrstaource I I ampa, rL). I ampa, M - IaD04, 0.48V s Novau zuzu mi I eK Inoustries, Inc. I us Jan 0 uu:6t:do zuzi rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-rCeG6RyrGbu L1 dxOiYHUQA8CD_Cq Wu4b1 LiRiOzyRyZ 1-0 5-10-14 15-1-0 23-3-0 32-5-2 38-4-0 9-4 -0- 5-10-14 9-2-2 8-2-0 9-2-2 5-10-14 -0 4.00 12 5x6 = 5x6 WB = 5x6 = 3x4 = 3x4 = 4 21 5 22 6 23 7 24 8 Scale = 1:69.6 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5xB STP = 3x8 = 2x4 II 3x8 = 4x6 — 3x4 — 4x6— 3x8 = 2x4 II 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TIC 0.94 BC 1.00 WB 0.50 Matrix-SH DEFL. in (loc) I/deft Lid Vert(LL) 0.50 15 >899 240 Vert(CT) -0.75 13-15 >605 180 Horz(CT) 0.21 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 4-0: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=118(LC 10) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/2867,3.4=-3115/2505,4-5=-2878/2413,5-7=-3500/2834,7-8=-2878/2412, 8-9=-3115/2505,9-10=-3597/2867 BOT CHORD 2-18=-2619/3341,17-18=-2619/3341,15-17=-2583/3406,13-15=-2587/3403, 12-13=-2611/3341, 10-12=-2611/3341 WEBS 3-17=487/511, 4-17=-556/785, 8-13=-553/782, 9-13=489/513, 5-17=-806/660, 5-15=0/262, 7-15=0/263, 7-13=-801/656 11111111 NOTES- 1) Unbalanced roof live loads have been considered for this design. IIIUJ �0% Q J 0'R • F6AI�, 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; save=5ft; Cat. ,� ���.� •,,.. C E N gust) `��Q`Z` .• F•�•, (� 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-4-0, Exterior(2R) 274-0 t0 32-11-14, Interior(1) 32-11-14 to 394-0 zone; cantilever left : N O 58126 L 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -0 IZ 4) Provide adequate drainage to prevent water ponding. F QJ Z �• 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. ' 0 -004", • •����� 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide •;C( Q �Q;� �s •• will fit between the bottom chord and any other members. �j • ., R.t `�',`� 7) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at `` joint �sI01N A' `�,, + Phjllp J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIffP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343105 1650_B H3 Hip 1 1 Job Reference (optional) tdunaers rlrstJource (I ampa, t-L), I ampa, t-L - JJDU4, 6-10-14 6-1-2 6-2-0 5x6 = 4.00 F12 19 t5.46U 5 NOV 6U 'Lu2U mi I eK Inauslnes, Inc. I ue Jan 5 u9:6I :69 2U21 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-JOCeJnzT1 vOCen WCGGojyNhO6NYjFK61F?S?F 6-2-0 6-1-2 6-10-14 2x4 11 5x6 = 520 21 22 6 Scale = 1:69.6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 46 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 4x6 = 6-10-14 13-0-0 19-2-0 25-4-0 31-5-2 38-4-0 6-10-141 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [8:0-0-2,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.45 13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.63 11-13 >713 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) % 2=0-8-0, 8=0-8-0 Max Horz 2=137(LC 10) Max Uplift 2=-837(LC 12), 8=-837(LC 12) Max Grav 2=1466(LC 1), 8=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3575/2851, 34=-2921/2398, 4-5=-3049/2604, 5-0=-3049/2604, 6-7=-2921/2398, 7-8=-3575/2851 BOT CHORD 2-16=-2597/3319, 15-16=-2597/3319, 13-15=-2004/2704, 11-13=-1996/2704, 10-11=-2589/3319,8-10=-2589/3319 WEBS 3-16=0/259,3-15=-668/630,4-15=-200/414,4-13=-364/580,5-13=-373/443, 6-13=-364/580, 6-1 1=-200/414, 7-1 1=-669/630, 7-10=0/259 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-4-0, Exterior(2R) 25-4-0 to 30-11-14. Interior(1) 30-11-14 to 39-4-0 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) 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." tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 8. 0%J111111111" I'll EN No 58126 S .p •.. Al R Cj % Philip J. O'Regan PE No.68126 liUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with Mirek0 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 ANSIAPH 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 T22343106 1650 B H4 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U s Nov 3U 2UZU mi I eK Industries, Inc: I ue uan o 09:3 i:40 202 i rage I ID:InOSXDI?zEJa_lKrck6s3Nz9Jrs-nam1X7_5oC83Gx4PgzJyVbDajnvg_iMuUfBYnuzyRyX 1-0 7-10-14 15-0-0 19-2-0 23-4-0 30-5-2 38-4-0 9-4- -0 7-10-14 7-1-2 4-2-0 4-2-0 7-1-2 7-10-14 -0- Scale = 1:71.0 4.00 F12 6x8 = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 ,. 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-156(LC 10) Max Uplift 2=-837(LC 12). 9=-837(LC 12) Max Grav 2=1466(LC 1), 9=1466(LC 1) 30 = 4x6 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.74 Vert(LL) 0.3613-14 >999 240 MT20 2441190 BC 0.92 Vert(CT) -0.61 13-14 >740 180 WB 0.83 Horz(CT) 0.17 9 n/a n/a Matrix-SH Weight: 183 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2814, 3-5=-2748/2288, 5-6=-2537/2250, 6-8=-2749/2289, 8-9=-3529/2814 BOT CHORD 2-16=-2552/3272, 14-16=-2552/3272, 13-14=-1873/2535, 11-13=-2545/3272, 9-11=-2545/3272 WEBS 3-16=0/295, 3-14=-797/720, 5-14=-210/514, 6-13=-209/514, 8-13=-796/719, 8-11 =01294 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=3.Opsf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-4-0, Exterior(2R) 23-4-0 to 28-11-14, Interior(1) 28-11-14 to 39.4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 Ito uplift at joint 9. `,,,��IJ11111►���,, E N No, 58126 0.. OF • �' Philip J. O'Regan PE No.58126 Wilt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MiTek0 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 ANSUM1 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 T22343107 1650_B H5 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:42 2021 Page 1 I D:I nOSx D I?zEJa_tKrck6s3Nz9Jrs-jzu nxp? LJ pO n VE EnXOLQaO ltBbZ5S iOBxzgfrnzyRyV "0 6-11-3 13-0-9 17-0-0 21-4-0 25-3-7 , 31-4-13 _ 38-4-0 a9-4-0 -0- 6-11-3 6-1-7 3-11-7 4-4-0 3-11-7 6-1-7 6-11-3 Scale = 1:71.0 4.00 12 56 = 5x6 = ST1.5x8 STP = 1e " 16 15 ST1.5x8 STP = 4x6 = 3x4 = 46 = 3x4 — 3x4 — 46 = 3x4 = 4x6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-837(LC 12), 11=-837(LC 12) Max Grav 2=1648(LC 17). 11=1648(LC 18) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.94 Vert(LL)-0.4513-15 >999 240 MT20 244/190 BC 0.98 Vert(CT)-0.7013-15 >648 180 WB 0.48 Horz(CT) 0.18 11 n/a n/a Matrix-SH Weight: 185 ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3920/2815, 3-5=-3622/2573, 5-6=-2777/2127, 6-7=-2595/2049, 7-8=-2777/2129, 8-10=-3622/2504,10-11=-3921/2749 BOT CHORD 2-18=-2560/3791, 16-18=-2042/3100, 15-16=-1628/2591, 13-15=-1964/3010, 11-13=-2484/3660 WEBS 8-15=-747/617, 8-13=-272/686, 10-13=-367/450, 5-16=-747/615, 5-18=-271/685, 3-18=-366/452,6-16=405/715,7-15=407/715 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0. Exterior(2E) 17-0-0 to 21-4-0, Exterior(2R) 21-4-0 to 26-11-14, Interior(1) 26-11-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 11. a IM 6 `1111111111/1/� J. O qIF ` V F� i No 58126 J3 OF :•�/ • .%-110 N A� Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 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 ANSYM11 Quality Criteria, D.SB-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 City Ply T22343108 1650_B H6 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:43 2021 Page 1 I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-B9S9990_47We7OpzV5sf7Dr4h?wSB3ZLAdQCODzyRyU 19-4-0 1-0.q 6-1 /-3 1& -9 19.0-0 19r2A 25-3-7 31-4-13 38-4-0 -0-0 0.it 1-3 8-1-7 5-11-7 0. 5-11-7 61-7 0-2-0 Scale = 1:71.0 5x6 = 4.00 12 19 I14 6 ST1.5x8 STP= 1p 1° 14 " ST1.5x8 STP= 3x8 - 3x4 = 46 = 3x8 = 4x6 = 3x4 = 3x8 - 19-4-0 19-3-12 &11-14 19-0-0 19,YA 28-G-2 38-4-0 r 9-11-14 9.0-2 0.- - 9 0-2 9-11-14 ' 0-1-12 LOADING (psf) SPACING- 2-M CS1. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-197(LC 10) Max Uplift 2=837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2672, 3-5=-3200/2443, 5-6=-2240/1844, 6-7=-2240/1844, 7-9=-3200/2443, 9-10=-3506/2672 BOT CHORD 2-16=-2425/3267, 14-16=-1944/2700, 12-14=-1936/2700, 10-12=-2417/3267 WEBS 7-14=-790/750, 7-12=-240/553,9-12=-360/432,5-14=-790/750,5-16=-240/553, 3-16=-360/432, 6-14=-778/1076 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2R) 19-2-0 to 24-9-14, Interior(1) 24-9-14 to 394-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. %�%%`• P1\IIIIIOIIIRI�I'J" \� •i iNV'' F %_ ,.\0ENS No, 58126 i S 4C/ Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANSIMP11 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 36610 Job Truss Truss Type Qty Ply T22343109 1650 B H7 Hip 1 1 Job Reference (optional) ' Bumers Flfstbource t I ampa, I'L), I ampa, rL - 0J004, as ivunwmu,w, ID:InOSxDI?zEJa_tl<rck6s3Nz9JrsfMO-XMVI;rReVIYOA3pOufROHtOG5walUPHgmwfzyRyT 1-0 4-8-2 8-6-8 15-6-15 22-9-1 29-9.8 33-7-14 38-4-0 9-4- -0-3-10-6 7-0-7 7-2-3 7-0.7 3-10-6 Scale = 1:69.6 a 4.00 12 5x6 = 3x4 = 5x6 WB = 2x4 II 5x6 = 4 19 20 5 6 7 21 22 8 ST1.5x8 STP = 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = .3x4 = 4x6 = 4x4 = 48 = 4x6 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=94(LC 11) Max Uplift 2=-837(LC 12), 10=-837(LC 12) Max Grav 2=1466(LC 1), 10=1466(LC 1) CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TC 0.67 Vert(LL) 0.6314-15 >722 240 MT20 244/190 BC 0.95 Vert(CT) -0.90 14-15 >502 180 WB 0.58 Horz(CT) 0.20 10 n/a n/a Matrix-SH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250,(Ib) or less except when shown. TOP CHORD 2-3=-3539/2866, 34=-3361/2633, 4-5=4464/3574, 5-7=-4466/3573, 7-8=4466/3573, 8-9=-3361/2632,9-10=-3539/2870 BOT CHORD 2-17=-2619/3294, 15-17=-2311/3149, 14-15=-3331/4464, 12-14=-230913149, 10-12=-2614/3294 WEBS 3-17=-175/326,4-17=-74/324,4-15=-1113/1520,5-15=-438/465,7-14=-404/484, 8-14=-1113/1522,8-12=-75/324,9-12=-176/329 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-6-8, Exterior(2R) 8-6-8 to 14-2-6, Interior(1) 14-2-6 to 29-9-8, Exterior(2R) 29-9-8 to 35-5-6, Interior(1) 35-5-6 to 39-4-0 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) 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-M 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 837 lb uplift at joint 2 and 837 lb uplift at joint 10. ,`IIIIIII'll//ICI �.``Q1N \' '� G E N S' 4 F_ No 58126 S F : 4C/ i FS .0R1 111 N A��`�, Phlllp J. O'Regan PE No.58126 MRek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33616 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MrrekO 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 ANS117P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343110 1650_B H8 Hip 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:45 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3NzgJrs-8YZwag2EckmLMizMd Wv7CewQ3oiRf4ndexvJS6zyRyS -1-0-0 6-6-8 12-1-8 144-0 1-11 6-6-8 5-7-0 2-2-8 ST1.5x8 STP = 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.10 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 6-7 >843 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 MatrixSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=129(LC 11) Max Uplift 2=-374(LC 12). 6=-268(LC 12) Max Grav 2=588(LC 1), 6=509(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/1088, 34=-884/1145 BOT CHORD 2-7=-1128/883, 6-7=591/410 WEBS 4-7=-591/527, 4-6=-547/842 Scale = 1:26.3 ST1.5x8 STP = 6xB = PLATES GRIP MT20 2441190 Weight: 63 Ito FT = 20% Structural woad sheathing directly applied or 5-M oc puffins, except end verticals. Rigid ceiling directly applied or 4-10-1 oc bracing. 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-6-8, Exterior(2E) 6-6-8 to 14-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding: 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 268 lb uplift at joint 6. ,`1111111II/1��,,' No 58126 OCZ '��///111111j1` Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing indicated is to 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 Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343111 1650_B H9 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:45 2021 Page 1 I D:InOSxD I?zEJ a_tKrck6s3 Nz9J rs-8YZwag2Eckm LMizMd W v7CewT2oe6f5sdexvJS6zy RyS -1-0-0 5-0-0 9-4-0 _ 13-8-0 ,14-4-0 , 5-0-0 44-0 4-4-0 0-8-0 ' 6x8 = 4.00 12 9 10 Scale = 1:26.3 46 = 4 ST1.5xB STP = 2x4 11 b ST1.5x8 STP = 4x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.58 BC 0.77 WB 0.37 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 `Except` 34: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 4-5: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=117(LC 11) Max Uplift 2=-372(LC 12). 5=-266(LC 12) Max Grav 2=585(LC 1). 5=506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-114211063, 3-4=-247/300, 4-5=-271/375 BOT CHORD 2.6=-1028/1034, 5-6=-1031/1022 WEBS 3-6=0/343, 3-5=-807/814 5x6 = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.19 5-0 >852 240 MT20 2441190 Vert(CT) -0.40 5-0 >416 180 Horz(CT) 0.02 5 n/a n/a Weight: 71 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 3-5 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-12, Exterior(2R) 4-11-12 to 10-7-10, Interior(l) 10-7-10 to 14-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 Ito uplift at joint 2 and 266 lb uplift at joint 5. 1161- G E N 3 No 58126 � r F OJ . 0 Phlllp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors: This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS117F11 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 T22343112 1650_8 HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:47 2021 Page 1 I D:InOSx D I?zEJa_lKrck6s3Nz9Jrs-4whg? W3U8MO3 cO71kxxbH30ggcNx71 Ow5EO QX_zy RyQ -1-5-0 5-3-15 9-10-1 ' 1-5-0 ' 5-3-15 4-6-1 3x4 = — 11 5 ST1.5x8 STP = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=150(LC 8) Max Uplift 4=-130(LC 8), 2=-416(LC 8), 5=-159(LC 8) Max Grav 4=146(LC 1), 2=432(LC 1), 5=267(LC 1) Scale = 1:21.2 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.54 Vert(LL) 0.26 6-7 >435 240 MT20 244/190 BC 0.62 Vert(CT) -0.30 6-7 >379 180 WB 0.24 Horz(CT) -0.01 5 n/a n/a Matrix-SH Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8531603 BOT CHORD 2-7=-6681787, 6-7=-6681787 WEBS 3-7=-3241485, 3-6=-942/799 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 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 130 lb uplift at joint 4, 416 lb uplift at joint 2 and 159 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb up at 4-2-15, 54 lb up at 4-2-15, and 38 lb down and 105 lb up at 7-0-14, and 38 lb down and 105 lb up at 7-0-14 on top chord, and 34 lb up at 1-4-15, 34 lb up at 1-4-15, 47 lb up at 4-2-15, 47 lb up at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-36(F=-18, B=-18)9=-75(F=-38, B=-38)10=58(F=29, B=29) E N s46' No 58126 � •- F :•�: O N A' � %%%%% PhIIIP J. O'Regan PE No.58126 MRekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 MiTeic` 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 ANSUFPH 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 T22343113 1650_B HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:48 2021 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-Y7F2Cs46vf8wD9ixlfSggHY1 J01ns WY4Ku7z3RzyRyP -1-5-0 5.0-1 9-2-4 1-5-0 ' 5-0-1 4-2-3 Scale = 1:20.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 3x4 = ST1.5x8 STP = SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=142(LC 8) Max Uplift 4=-182(LC 8), 2=-345(LC 8), 5=-58(LC 8) Max Grav 4=229(LC 1), 2=404(LC 1), 5=181(LC 3) CSt. DEFL. in (loc) Ildefl Ltd PLATES GRIP TC 0.38 Vert(LL) 0.42 6 >251 240 MT20 244/190 BC 0.45 Vert(CT) -0.52 6 >201 180 WB 0.05 Horz(CT) 0.01 4 n/a n/a Matrix-SH Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 4, 345 Ib uplift at joint 2 and 58 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb up at 4-2-15, 54 lb up at 4-2-15, and 38 lb down and 105 lb up at 7-0-14. and 38 lb down and 105 lb up at 7-0-14 on top chord, and 34 lb up at 1-4-15, 34 lb up at 1-4-15, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=-75(F=-38, B=-38) 9=58(F=29, B=29)11=-36(F=-18, B=-18) ,�IIL1 H IIIIII141 E Ni • \' F • i No 58126 � r X.Z o ' OF k/: �,O•. EG �. 111 Philip J. O'Regan PE No.58126 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22343114 1650_B HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 2.83 12 3x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 09:31:48 2021 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-Y7F2Cs46vf8wD9ixlfSggHY160mcs WL4Ku7z3RzyRyP 5-7-2 Scale= 1:13.6 Plate Offsets (X,Y)— [2:0-4-11,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.13 24 >488 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.12 24 >507 180 BCLL 0.0 Rep Stress ]nor NO WB 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=96(LC 8) Max Uplift 3=-107(LC 8), 2=-389(LC 8), 4=-157(LC 8) Max Gram 3=124(LC 1). 2=254(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 for truss to truss girder(s) connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3, 389 lb uplift at joint 2 and 157 lb uplift at joint 4. `% i `��Q`Z`•••�GE.IIV& , �•�•,, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb up at 4-2-15. and 45 lb up l� at 4-2-15 on top chord, and 28 lb down and 36 lb up at 14-15, 28 lb down and 36 lb up at 14-15, and 44 lb up at 4-2-15, and 44 = t\J O 58126 •� lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. * :: 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �i •• 0 F ((/ Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 i�� •• �(/ i '� Q;•' •'•. Concentrated Loads (lb) �i�F f� •' G�,�� .. Vert: 6=61(F=30, B=30) �SS�O�NA Philip J. O'Regan PE No.58126 MITelk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rev, 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard 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 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/16r, - -I- For 4 x 2 orientation, locate plates 0- 'r+9' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/fP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 U WEBS Ab UO O n- c'-6 c6a BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 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. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.