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Home My WebLink AboutPERMIT DEFERRAL Deferral OFFICE USE ONLY: 2201-0407 DATE FILED: PERMIT# 2201-0407 REVISION FEE: o.00 No Fee RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERM DEFERRAL PROJECT INFORMATION LOCATION/SITE ADDRESS: Goo 1845 JENKINS RD,FORT PIERCE,FL 34947 DETAILED DESCRIPTION OF PROJECT REVISIONS: Submittal of truss cut sheets and truss layout CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: FI ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: COLLEEN S THURSTON ADDRESS: 1845 JENKINS RD CITY: Fort Pierce STATE: FL ZIP: 34947 PHONE (DAYTIME: 7723703857 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Michael Menard ,ADDRESS: 806 Delaware Ave CITY: Fort Pierce STATE: FL ZIP: 34950 PHONE (DAYTIME): 772.460.7751 FAX: SLCCC: 9123109 Revised 07117118 �a RECEIVED CAUTIONIQ MAR 1 5 2022 DO NOT ATTEMPT TO ERECT THE EN WRHOUT 1EFERWNG TO THE ENGNEERING HEETS. S AM BSCIAI suh4MRY SHEETS. ALL PERNNINENT BRACING NNST BE St.Lucie County IN PLACE Pf11, TO LOADING Permitting SHINGLES,ETC.)-_ — ALL IMEWOR BEARING WALL$ NaST•BE IN RACE PROR.TO INSTALLINGjFLJSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1)NURSER OF GIRDER PLIES AND WAILING SCHEDULE. 2)BEARING BLOCN RE WIRENBNTS. A3 TRUSSES TO SIT ON ])SCAB DETAILS OF REOUREg /)UPLIFT AND GRAVITY REACTIONS. EXISTING WALL. PITCH TO BE PLEASE VERIFY -A NO VERIFIED. Baaxehar6n WIII Not Be A"ep`ee /VALLEY \BY ReyardlnayF1I Whhout PHorNmMvatlon By Cu. mer WINInbNoun AnaInveatl5.50n ey Buliden Id' -01 NO E%ECPTIONS. Tha General Cantn.tor le RnponCIA, For All Conneo0on.Omer Than TDn b True°,Gable Shen Wall,And Con.neveon..Tamp°mry and Parmnme Bncln m,Ana CtllinO Ana o A3 Roof Dlaphral Canaeaeon.. 0 ROOF PI In2 CEILINGPITCk Dn2 A3 TCP CHORD SRE: 2%1 li SOTT(MCHORDSRe 27L4 TRUSS QUOTE IS ONLY OVE WLEHGTH: 24" �} END CUT: Plumb _I 17X14 REAR PORCH. CANTILEVER TRUSSSPACINI1 fe•• BUILDING CODE: FSCm �x0 O BEARING HEIGHT SCFEOLLE O O V A2 EXPOSED TO WIND BUILDER A2 GRANTTHURSTON PROJECr.. ADDITION MODEL: PORCH ADDITION A2 ADDRES&I 1Se5SJENNWGSfD LOT BLOCK' SLUMVISIOk -.a ... L. .....�. .,.. ... m.----'.,-. �� 0�� CITY: FT PIERCE DROP GABLE A G DRAWN BY: N6INC EZ JOB!: mama DATE:D]fDGO]3 SCA NT6 17-00-00 1 PLAN BATE: M21 REASONS: 1. ]. wvaw 1. .m.aevxna.wiw v.vnm IWORTANT Thl.Dr-I. Muet Be App vetl And O Retu N Beron Fabdamlvn WII \Builders - vwwenn° m vaaxn.�mro.v BeBIn.For Your R°leatlon Chnx All ° ".xlxrmx.eL vvu. 01-1...And C.ndltl°n.ChaokTO ,,FlrstSource ROOF LOADING FLOORLOADING Approval or Plan. 61GNATLWE BELOW INDIGTES ALL TOLL: ]D P6F TOLL• b PSF NOTES AND DIMENSIONS HAVE BEENACCEPTED. a10e AIM-Ra.d TCDL: 07 PSF TOOL: 10 PSF Plant Clly,FL]]59] BCDL: 10 PSF BCDL: 5 PSF By oats_ Pft Fea IOU)=.I= TOTAL: ]T PSF TOTAL; S5 PEP L=125 DWATION: 1Ao BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON P.E. 806 DELAWARE AVE. P.E.#70878 FT. PIERCE, FLORIDA 34950 Grant Thurston Residence RECEIVED St. Lucie County, Florida APR 0 1 2Q22 St.,Lucie County CONNECTOR SCHEDULE Permitting TRUSS ID BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT(S) UPLIFT(GROUPED, CONNECTOR(S) UPLIFT DESIGN WORST CASE) A1G 48"O.C. 704# (1)MTS 16 #990 14-30dxl-1/2" A2-A3 EACH 890# (1)MTS 16 #990 14-10dxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. BUILDERS FIRST SOURCE,JOB#3042378 TRUSS ENGINEERING DATED 2 28 2022. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. SE'' B 2�_ 1111111 CAUTIONI II DO NOT ATTEMPT TO ERECT + TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND Bsc,G,SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. Q. SHEATHING, SHINGLES,ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PUKE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING, 111 NUMBER OF GIRDER PUBS AND NAILING SCHEDULE. 2)BEARING BLOCK REQUIREMENTS. 3)SCAB DETAILS OF REOUMED) A3 TRUSSES TO SIT ON f)UPLIFT AND GRAVITY REACTIONS. EXISTING WALL. PITCH TO BE PLEASE VERIFY WAR Nor VERIFIED. Baaaawrga. NO wlg Na "'Pt" /VALLEYRUSS BY dIrmbua FauRWl W PINamutbn By cuaomarwnnmHour.AM Mwahgotbh BERS BagCara Find Sooro.. NO 9XECPTIONS. The General Cor m",1°Re.poIt'. Pa All Conn"No".0M TNn T to Truce,Code Shur WIS.And ConneNonf.To Por.ry eM Pennanea Braang,And Caging And 0 A3 Roof Olophrfgm C...9 n.. O ROOF PITCH; a,x V CEILING PITCH: a12 3 O TOP CHORD SIZE: 2 A f aOTTOM CHORD SIZE: 2 X f OVE ANG LENGTH: 2f' TRUSS QUOTE IS ONLY RH END CUT: Plumb oa 17X14 REAR PORCH. CANTILEVER: - TRUSS SPACING: W BUILDINOCODE: FBC2020 BEARING HEIGHT SCHEDULE O O V _ EXPOSED TO WIND BUILDER: ) LZL GRANT THURSTON 1 PROJECT: ADDITION C:L� ? k C c-') r' •[j - MODEL: PORCH ADDITION �r J O '�. w _ ADDRESS: 1046 S JENNINGB RD V n O 1 �'CO (A`co N D (D C T _to CITY wx: s Tl (l (/i ^_J .�•_, Gem- tp�-I r I' - a...�_,. - .......__�...._,......�.FW«... CRY: "PIERCE .9 CD n (C O.J '' r t _ Al G DRAWN BY: KEANCHEZ a - ' ' fi� "j o DROP GABLE Joe a: ]wa3Te Ma 2L Crw A DATE:02=202x SCALB: NTs ci') "rn, fT�2 CA PLAN DATE: =21 Q N ,n a(Y ro L v � V °•+ 17-00-00 REVISIONS: mo ° a G: �Dc, 0;Fy ,. 3. e cr np`OC�• D W ~ 3. YA RZ M d 3 IMPORTANT ti , ro D.R�'. > = .�®u aam .�,r \Builders -U 4,17 =r r > M _ T°Rot"n,ni em re Faenpceuon winna G r}�� BegN.For Your ProteNon Chou AS 0•E a fV z 0 °mua°e'r°tmmT°n° L°r°r�"r�` p1N°`m` Dlmenelon"epvrova101Pl�^ePriorTo ,,FirstSource r(A y r r ro v xx ROOF LOADING .us FLOOR LOADING g1GNATURE BELOWINDICATES ALL 3 ro Q, r TCLL' 20 PSF TOLL:. 40 PSF NOTES AND DIMENSIONS HAVE a (C ��`��aa TCDL: 07 PSF TCDL: 10 PSF BEEN ACCEPTED. PUa Chy,L 3350 LA. VI BCDL: 10 PSP BCOL: S PSF By Data_ Ph.1013)J0M Go p 0 cr 7'to m TOTAL: S7 PSP TOTAL: 66 PS` For IS7J)]Oa-1307 fD fn (D 7 pUpAT10N: 1.26 DURATWN: 7.00 U} � � '! I n,i,. ..... _ f . .. ...... .. . .. . r .. p � _ ...,. ... .. :. .. .... � . .. a ,.,. , . i - ,_ � _ �., .e .. } Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek � RE: 3042378 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: CASH BILL ROBINSON -GRANT THURSTON Project Name: THU��tPB�IFR�SIMU Model: THURS7 Lot/Block: N/A Subdivision: THURSTON RES -ADAMS HOMES SUPER Address: 1845 S JENKINS RD, . City: Fort Pierce State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: St : General Truss Engineering Criteria&Design Lbbd Jol Truss Design Drawings Ic how Special Loading Conditions): APPROVED AS CORRECTED Design Code: FBC2020/TP12014 ❑Datgggrpgrarn tYi} Q/20 8.5 Wind Code: ASCE 7-16 ❑ WMd;tSpq.9dR 1�6Q�np�►,Z;iJld AND USE Roof Load: 37.0 psf I ❑ Fabtz qd_�N/, 1�ps£�� ;1T�L ❑ NOT APPROVED This package includes 3 individual, Truss Des gnG eawings and 0 Additional Drawings. With m seal affixed to this sheet, I hereby ce ify � 0li0`'�`'bgg t 6Uogn f'EWdihl�@r�tdrthi index sheet y c ttP rrnec.t. n ,�,� conforms to 61 G15-31.003, section 5 of the F ri Q o ie�Of« ss� �11 .0 1�ocuumentts. Truss Name Date Contractor is responsible for dimensions to be NO. Seal# confirmed and correlated at the job site; for 1 T26957788 A1G 2/28/22 information that pertains solely to the fabrication 2 T269577 A2 2/28/22 3 T26957790 A3 2/28/22 processes;or to techniques of construction;and 90 coordination of the wok of all trades. Le n c mark Engine Date Z 'By The truss drawing(s)referenced above have been prepared by MiTek USA Inc. under my direct supervision based on the parameters `�`�OPQl1IN•VE<F°000 provided by Builders FirstSource(Plant City,FL). Truss Design Engineer's Name: Velez, Joaquin IW8182 My license renewal date for the state of Florida is February 28,2023. =-a: :cc IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF 41/ that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters A, Q;•' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��•'• O R \O, �\`�� given to MiTek or TRENCO. Any project specific information included is for MiTek's or �S'/• •••• •�� ` TRENCO's customers file reference purpose only,and was not taken into account in the ��,,°O N A, preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Joaquin Velez PE No.68182 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 69D4 Parke East Blvd.Tampa FL 33610 Date: February 28,2022 Velez,Joaquin 1 of 1 • i Jab Truss Truss Type Qty Ply T26957788 3042378 A1G Common Supported Gable 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.530 s Dec 6 2021 MiTek Industries,Inc. Fri Feb 25 07:34:03 2022 Page 1 I D:J4nuXHXZjlQgvKv74e HwhSzhv9?-LHYg7cQVKsd7gKht7buJ35 B4zgY EzOchs3jfN ozhfuo -2-0-0 8-6-0 17-M 19-0-0 2-0-0 8-" 8-6-0 2 0 0 Scale=1:34.8 4x4= 4.00 12 6 7 5 4x4 \\ 4 8 4x4 3 9 2 10 11 Ia 3x4= 4xB II 17 16 15 14 13 12 4xB II 3x6= 3x4= 17-0-0 17-0-0 Plate Offsets(X Y)— [2.0-38 Edge] [2:0-4-12 Edge] [10:0-3-8 Edgel [10:0-3-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.01 11 Nr 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-0-0. (lb)- Max Horz 2=-84(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)15,16,13 except 2=303(LC 12),10=303(LC 12),17=120(LC 12), 12-120(LC 12) Max Grav All reactions 250 lb or less at joint(s)15,16,13 except 2=273(LC 21),10=273(LC 22),17=273(LC 21), 12=273(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-17=201/400,8-12=199/399 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3E)-2-0-0 to 2-0-0,Extedor(2N)2-0-0 to 8-6-0,Comer(3R)8-6-0 to 12-6-0,Exterior(2N)12-6-0 to 19-0-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions ,�111111111/�� 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 ,`% OP• �� Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. ,� , .••�G E N S 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : F•••, s to the use of this truss component. No 68182 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 cc. s 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. "O 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 s OF 14J will fit between the bottom chord and any other members. •• 4 � 10)Lumber designated with a"P"is pressure-treated with preservatives.Plate lateral resistance values have been reduced 20%where ��'� A, used in this lumber.Plates should be protected from corrosion per the recommendation of the treatment company.Borate or other O R � •••• \� suitable treatment may be used if it does not corrode the plates.If ACQ,CBA,or CA-B treated lumber is used,improved corrosion • protection is required,and G185 galvanized plates may be used with this design.Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 11)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s)15.16,13 except Joaquin Velez PE No.68182 (jt=lb)2=303,10=303,17=120,12=120. MiTek USA,Inc.FL Cert 66M 6904 Parke East Blvd.Tampa FL 33610 Date: February 28,2022 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 ANSYTP11 Duality Criteria,DSB49 and BCS1 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 T26957789 3042378 A2 COMMON 5 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.530 s Dec 6 2021 MiTek Industries,Inc. Fri Feb 25 07:34:04 2022 Page 1 ID:J4nuXHXZ lQgvKv74eHwhSzhv9?-pU63LyR8591—IUG3g1PYbik7t4n4iQrr4jSCvEzhfun -2-0-0 4-8-12 Bfi-0 12-3-4 174)-0 19-0-0 2-" 4-8-12 3-9� 3-94 4-8-12 2-0-6— Scale=1:33.7 4x6= 4 4.00 12 2x4 Z 2x4 3 5 13 14 N 2 6 T� 7 15 16 8 17 18 Ia 3x8= 3x8= 7x8= 8-" 17-0-0 8-6.0 B-6-0 Plate Offsets(X Y)— [2:1-0-2 0-2-0] [6:1-0-2 0-2-0] [8:0-4-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.30 8-12 >685 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.26 8-12 >783 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-AS Weight:88 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-8,6=0-4-8 Max Horz 2=92(1_13 10) Max Uplift 2=890(LC 12),6=890(LC 12) Max Grav 2=737(LC 1),6=737(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1398/3751,3-4=1080/3161,4-5=1080/3161,5-6=-1398/3752 BOT CHORD 2-8=3459/1315,6-8=3476/1315 WEBS 4-8=1671/485,5-8=3617792,3-8=-361/792 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C E:xtedor(2E)-2-0-0 to 2-0-0,Interior(1)2-0-0 to 8-6-0,Exterior(2R)8-6-0 to 12-6-2,Interior(1)12-6-2 to 19-0-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 e%%` QU Ij N 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific % OP ....... to the use of this truss component. ♦♦ , .•' G E N S+'• �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •' F•••, s 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide No 68182 will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *:• •: 2=890,6=890. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �'fl sheetrock be applied directly to the bottom chord. O S F ;�4J . J# , Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 66M 6904 Parke East Blvd.Tampa FL 33610 Data: February 28,2022 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 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 T26957790 3042378 A3 Common 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.530 s Dec 6 2021 MiTek Industries,Inc. Fri Feb 25 07:34:05 2022 Page 1 I D:J4nuXHX7ilQgvKv74eHwhSzhv9?-HggRYI RmsTtgvdrFEOwnBWHMRU6RRtM_JNCmShzhfum -2-0-0 4-8-12 8-6-0 12-3-4 16-4-0 2-0-0 4-8-12 3-9-4 3-9-4 4-0-12 Scale=1:30.0 4x6= 4 4.00 12 2x4� 2x4 3 5 13 6 2 0 o 9 3x8= 14 15 7 16 7x8= 3x6= 8-04) 16-4-0 8-" 7-10-0 Plate Offsets(X Y)— 12:0-4-0 0-0-10] [7:0-4-0 0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.28 7-12 >697 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 7-12 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.04 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-AS Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=04-0,2=0-4-8 Max Horz 2=96(LC 11) Max Uplift 6=-680(LC 12),2=874(LC 12) Max Grav 6=598(LC 1),2=719(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1 33413683,3-4=1009/3035,4-5=1007/3052,5-6=128213425 BOT CHORD 2-7=3507/1255,6-7=3179/1189 WEBS 3-7=368/839,4-7=-1583/438,5-7=-310/612 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf,,h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and GC Exterior(2E)-2-0-0 to 2-0 0,Interior(1)2-0 0 to 8 6 0,Exterior(21R)8 6 0 j%J111111/1� to 12-6-1,Interior(1)12-6-1 to 16-4-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions ��•�`(�V I N VF,.1,f shown;Lumber DOL=1.60 plate grip DOL=1.60 `% �P• �� j 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� , ••'�G E N S+'•, �i� tD the use of this truss component. F ••, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 6 818 2 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-D-0 wide Will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0=1b) 6=680,2=874. =-0 Z 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum --33 ST 0 F 44/Z sheetrock be applied directly to the bottom chord. i*.01, 111111100 Joaquin Velez PE No.68182 MITek USA,Inc.FL Gert 6634 69D4 Parke East Blvd.Tampa FL 33610 Date: February 28,2022 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,deiwery,erection and bracing of trusses and truss systems,see ANSYTP11 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal orX-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,individual lateral braces themselves 0' 1611 may require bracing,or alternative Tor I WEBS c3� 4 bracing should be considered. 00 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O d 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and For 4 x 2 orientation,locate ~ c�s C6-7 c" all other interested parties. plates 0- 'lid'from outside p BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIITPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7, Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber is anon-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 X 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and LATERAL BRACING LOCATION in all respects,equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing Indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values 15.Connections not shown are the responsibility of others. BEARING established by Others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (Supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 17.Install and load vertically unless Indicated otherwise. reaction section indicates joint number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards' 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone ANSI/TPI1: National Design Specification for Metal is not sufficient. Plate Connected Wood Truss Construction. 20. DSB-89: Design Standard for Bracing. 0 Design assumes manufacture in accordance with BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Mi Tek ANSIITPI 1 Quality Criteria. 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.5/19/2020 ® 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: Details MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Project Name: Tampa,FL 3361 0-41 1 5 Lot/Block: Subdivision: Address: City: State: Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria�Design Loads Individual Truss Design Drawings Show Special 9 g 9 ( 9 9 Loading Co nditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: Varies Roof Load: Varies Floor Load: Varies This package includes 19 individual, MiTek General Details and 0 Additional Drawings. With my seal affixed to this sheet; I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23949105 Mil-T-BRACE 2 5/17/21 2 T23949106 Mil-WEBBRACE-2 5/17/21 3 T23949107 MII-SCAB-BRACE 5/17/21 4 T23949108 MII=REP05 5/17/21 5 T23949109 MII-GE-130-D-SP 5/17121 6 T23949110 Mil-GE-130-SP 5/17/21. 7 T23949111 LETTER 5117/21 8 T23949112 Mil-GE170-D-SP 5/17/21 9 T23949113 MII-GE-180-D-SP 5/17/21 10 T23949114 Mil-PIGGY-7-16 5/17/21 11 T23949115 Mil-PIGGY-ALT-7-16 5/17/21 12 T23949116 MII-REP01A1 6/17/21 13 T23949117 MII-TOENAIL SP 5117/21 14 T23949118 MII-VALLEY RIGH WIND1 5/17/21 15 T23949119 MII-VALLEY HIGH WIND2 5/17/21 16 T23949120 Mil-VALLEY-SP 5/17/21 17 T23949121 MII-VALLEY 5/17/21 18 T23949122 MII-REP13B 5/17121 19 T23949123 MII-STRGBCK 5/17/21 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. ♦♦�♦��EL iS under my direct supervision based on the parameters `♦♦♦GAP provided by Builders FirstSource-Jacksonville. 4. X,._ G.E N S�...0'•��. Truss Design Engineer's Name: Magid, Michael No 53:6t3a My license renewal date for the state of Florida is February 28,2023. .•t IMPORTANT NOTE:The seal on these truss component designs is a certification STATE 0 F 44/ that the engineer named is licensed in the jurisdiction(s)identified and that the do -0.do designs comply with ANSUTPI 1. These designs are based upon parameters �i T ••�( shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i�F G R given to MiTek or TRENCO. Any project specific information included is for MiTews or /jSS'/ ••• (�� TRENCUs customers file reference purpose only,and was not taken into account in the i�� NA' At- preparation of these designs. MiTek or TRENCO has not inverifiedependently verified the 0 applicability of the design parameters or the designs for any particular building. Before use, Michael S.Magid PE No53681 the building designer should verify applicability of design parameters and properly MiTek wx Inc:FL Cert 6634 incorporate these designs into the overall building design per ANSUTPI 1,Chapter 2. 004 Parke East Bfvd.Tarhpa FL 33610 Date: May 17,2021 Magid,Michael 1 of 1 AUGUST 1, 2016 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY MII-T-BRACE 2 - - MiTek USA,Inc. Page 1 of 1 Note;T Bracing/I Bracing to be used when continuous lateral bracing T2394910 5 0o is impractical.T-Brace/I-Brace must cover 90%of web length. Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. OGINEERm BY UO Brace Size AMITekAffrllate for One-Ply Truss Nailing Pattern T-Brace size Nail Size Nail Spacing Specified Continuous Rows of Lateral Bracing 2x4 or 2x6 or 2x8 10d(0.131 r X 3") 6"o.c. Web Size 1 2 Note:Nail along entire length of T-Brace/I-Brace 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace (On Two-Ply's Nail to Both Plies) 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k WEB 2x6 2x6 T-Brace 2x6 1-Brace -A 2x8 2x8 T-Brace 2x8 I-Brace x -A T-Brace/I-Brace must be same species } T-BRACE and grade(or better)as web member. %% Nails / Section Detail `��% NG. A G E.N G� No .536.8`1, T-Brace Weber ?3 T Nails O IVA1- trr.nllwt Web I—B race Mlchae[&Magid:PE No.53681 MiTek 11SAi Inc.FL.Cert 6634 6904 Parke East Blvd.Tampa I'L 8610 Date Nails May 17,2021 ®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,net a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall AiTek" building design.Bracing indicated is to prevent budding of individual tmss 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 IV1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSMP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Salelylnformadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 9, 2020 WEB BRACING RECOMMENDATIONS MII-WEBBRACE-2 T23949106 EV:10D MAXIMUM TRUSS WEB FORCE(Ibs")7 24"O.C.TRUSS SPACING 48"O.C.TRUSS SPACING 72"O.C.TRUSS SPACING o�o BRACE I 4 BAY SIZES BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek USA,Inc. �uJ A B C A B C B C ymmmi 10'-0" 1886 1886 2829 - 12'-W 1572 1572 2358 3143 3143 4715 4715 7074 f611at I 14'-0" 1347 1347 2021 - 16'-0" 1179 1179 1768 2358 2358 3536 - 1&-0" 1048 1048 1572 3143 4715 20'-0" 943 943 1414 1886 1886 2829 - GENERAL NOTES 1. DIAGONAL BRACING AND BLOCKING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANDIOR CEILING DIAPHRAGM.THE DIAPHRAGM IS AND ANY BLOCKING TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. TYPE BRACING MATERIALS 2.TABULATED VALUES ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE WITH A DOL=1.15. 3.DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL A 2 X 3#3,STD,CONST(SPF,DF,HF,OR SP) BRACE MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH B 2 X 4#3,STD,CONST(SPF,DF,HF,OR SP) INTERMEDIATE TRUSS WITH 2-(0.131"x 3")FOR 2x3 and 2x4 BRACES,AND 3-(0.131"x3")FOR 2x6 BRACES. 4.CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-(0.131"x3")NAILS FOR 2x3 AND 2x4 C 2 X 6#3 OR BETTER(SPF,OF,HF,OR SP) LATERAL BRACES AND 3-(0.131-?X)FOR 2x6 LATERAL BRACES. 5.LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6.FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING,RESTRAINING&BRACING OF METAL FOR STABILIZERS: PLATE CONNECTED WOOD TRUSSES,PRODUCED BY STRUCTURAL BUILDING COMPONENT FORA SPACING OF24'O.C.ONLY,MITEK'STABILIZER'TRUSS BRACING SYSTEMS CAN BE ASSOCIATION.www.sbcindustry.com SUBSTITUTED FOR TYPE A B AND C BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS 7,REFER TO SPECIFIC MrrekfrRENCO TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED g BAY SIZE SHALL BE MEASURED IN BETWEEN THE CENTERS OF PAIRS OF DIAGONALS. AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER' TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT FASTENERS PER NOTE 4 11111111//// NO 5:36:81 TRUSS WEB MEMBERS Ili This information is provided to assist in the requirement for Michael S Magitl PE No.53681 permanent bracing of the individual truss web members. MiTek USA,Inc:FLCeft6634 Additional bracing may still be required for the stability 6904`Parkeliast Blvd.Tairipa FL 33610 of the overall roof system.The method shown here is just one Date: method that can be used to provide stability against web buckling. May 17,2021 Engineering seal,if any,is supporting the web force chart only. ®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 inmrpomts this design into the overall building design.Bracing indicated is to prevent budding of individual buss web andlor 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 ANSffPlf Quality Criteria,DSB-39 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 206011 Tampa,FL 3661D 1 � � � � � �` � �_ ,::�,; AUGUST 1, 2016 SCAB-BRACE DETAIL MII-SCAB-BRACE 00 MTek USA,Inc. Page 1 of 1 T23949107 0 00 Note:Scab-Bracing to be used when continuous lateral bracing at midpoint(or T-Brace)is impractical. MiTek USA,Inc. Scab must cover full length of web+/-6". YENMwi A llltiirekAffitiata "`THIS DETAIL IS NOT APLICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I-BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE,SIZE AND SPECIES(OR BETTER)AS THE WEB. MAXIMUM WEB AXIAL FORCE=2500 Ibs MAXIMUM WEB LENGTH=12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE MINIMUM WEB GRADE OF#3 `��1111111�� L S Nails / Section Detail ��` \G •'�(,E N No 53681 ®EE Scab-Brace • * ' * Web 1� O F/ O.R Scab-Brace must be same species grade(or better)as web member. 'SSON A1L Michael S.Magid PE No.53681 MTek USA,Inc:FL:Cert 6634 6904 Parke.East Blvd.7ampaFL 33610 Date: May 17,2021 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,511912020 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual buss 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 ANS107PH quality Criteria,DSB-89 and Best Building Component 6904 Parke Fast Blvd. Safefylnformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 STANDARD REPAIR TO REMOVE END MII-REP05 AUGUST 1, 2016 VERTICAL(RIBBON NOTCH VERTICAL) n00 ® MiTek USA,Inc. Page 1 of 1 I l�� 1.THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL T23949108 0 0o INTENTION.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION 0 0o OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO n VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED u REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING MiTek USA,Inc. THE LOADS INDICATED. 2.ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE Y�Mlfl APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. A MiTek Affiliate 4.LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED. 5.THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 4X ORIENTATION ONLY. 6.CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED. 500#MAXIMUM WALL 500#MAXIMUM WALL LOAD FROM ABOVE LOAD FROM ABOVE TRUSSES BUILT REFER TO INDIVIDUAL WITH 4x2 MEMBERS TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES DO NOT OVERCUT DO NOT OVERCUT 14- 1 112" 1 112" 4000#MAXIMUM WALL 4000#MAXIMUM WALL LOAD FROM ABOVE LOAD FROM ABOVE REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND TRUSSES BUILT LUMBER GRADES WITH 4x2 MEMBERS ,,��1111IIIII�I �%% PEL Syk . DO NOT'OVERCUT N �G E N.Ss No .53:681 DO NOT OVERCUT :'O 1 1\/2- 1 1/2" Mlchael.S.Magid PE,No.53681 ATTACH 2x4 SQUASH BLOCK(CUT TO FIT TIGHTLY) MiTek`USA; hc:FLCert 6634 TO BOTH SIDES OF THE TRUSS AS SHOWN WITH 6904Parke,East Blvd.Tampa FL 33610 10d(0.131"X 3") NAILS SPACED 3"O.C. Date: May 17,2021 ®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 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 budding ofindividual 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 buss systems,see ANSVTPI1 Quality criteria,DSB-99 and SCSI SuffdI g Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-GE130-D-SP n0� ® T23949109 MiTek USA,Inc. Page 1 of 2 I�l�lur Typical x4 L-Brace Nailed To 0 00 2x Verticals W/10d Nails spaced 6"o.c. Vertical Stud 0 00 Vertical Stud (4)-16d Nails DIAGONAL MiTek USA,Inc. F��[fl 16d Nails SECTION B-B �a Spaced 6"o.c. A KTek Affiliate / — (2)-10d Nails into 2x6 6 Stud or DIAGONAL BRACE 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS 4'-0'O.C.MAX SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x Verticals SECTION A-A 2x4 lud w/(4)-10d Nails 12 Q Varies to Common Truss PROVIDE 2x4 TWO TRUSSES NOTED.ED.KING BETWEEN NAI BLOCKING A G * TO TRUSSES WITH(2)-10d NAILS AT EACH END. SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH DRAWINGS FOR DESIGN CRITERIA (5)-10d NAILS. A ** (4)-8d(0.131"X 2.5")NAILS MINIMUM,PLYWOOD B B 3x4= SHEATHING TO 2x4 STD SPF BLOCK *-Diagonal Bracing ** -L-Bracing Refer Roof Sheathing Refer to Section A-A to Section B-B 24"MaxA 4 NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 1'�" (2)-10 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND Max, NAILS WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. / (2)-10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4 "L�BRACES SPECIFIED ARE TO BE FULL LENGTH.OR 2x4 STUD OR BETTER WITH ONE ROW OF Od NAILS DSPACED 6"O.C. Ts Ts @ 24" O:C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF / DAPHRAM AT 4'-W O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. Dia Brace �b DIAGONAL BRACE SPACED 48"O.C. 9' ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. ATTACHED TO VERTICAL WITH(4)-16d (REFER TO SECTION A-A) at 1/3 points NAILS AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. if needed TO BLOCKING WITH(5)-10d NAILS. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE End Wall HORIZONTAL BRACE 06-01-13 BY SPIB/ALSC. (SEE SECTION A-A) 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND NAILS DESIGNATED 16d ARE(0.131"X 3.5") ►111111!/ Minimum Stud Without 1x4 2x4 DIAGONAL BRACES ATL ��`� ,PEL S. M'Flei,� Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS C Species ��4\ \G E n►S ��i and Grade Maximum Stud Length �••N' No 53681. 2x4 SP No.3/Stud 12"O.C. 3 9-13 4-1-1 5-9-6 7-1-3 11-5-7 2x4 SP No.3/Stud 16"O.C. 35-4 3-6-8 5-0-2 6-10-8 10-3-13 yt 2x4 SP No.3/Stud 24"O.C. 2-9-11 2-10-11 4-1-1 5-7-6 85-1 -tl Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces �.:p R attached to both edges. Fasten T and I braces to narrow edgeof �ii SS' '• \�\ � diagonal d stance. Brace must cover 90%cof diagonal llengtn �� '�i 'N A end Michael&.Magid PE No..53681 MAX MEAN ROOF HEIGHT=30 FEET MiTek USA,Inc;IL Cen 6634 CATEGORY II BUILDING 6904 Parke East Blvd.Tampa FL 33610 EXPOSURE D bate: ASCE 7-98,ASCE 7-02.ASCE 7-05 130 MPH May 17,2021 ASCE 7-10 CE 7-16 16 MPH STUD DFSI INN isiow WARNING-Verify esign parameters and READ No i k=S ON i His ANu INUILU ORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building oomponent,not • a buss 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 buss 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 ANSM11 Quality Criteria,DSB-89 andBCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-SHEET 2 00 @ MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" ox. O 00 n HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. u (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA,Inc. (0.131-X 3.5")NAILS AND ATTACHED Roof Sheathing TO BLOCKING WITH(5)-10d(0.131-X 3-)NAILS. F11GIN�o A MiTek Affiliate 1'-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO DIAGONAL BRA L DI C THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL WITH TWO 1 (3.5"x0.131")NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d(0.131"X 3.5")NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d(0.131"X 3.5")NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points UPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d(0.131"X 3")NAILS EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH(5)-10d(0.131"X 3')NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X—SCARS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10,16)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(0.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS 120-150 MPH(ASCE 7-98,02,05),150-190 MPH(ASCE 7-10,16)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(0.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. 13 NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS I ®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 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 Bracing indicated is to prevent budding of individual fuss 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 busses and buss systems,see ANSUMI Qualify CrHerla,DSB-a9 and SCSI Building component 6904 Parke Fast Blvd. Safely Informadon available from Tnss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-GE130-SIP T23949110 MiTek USA,Inc. Page 1 of 2 Typical x4 L-Brace Nailed To 0 00 2x Verticals W/10d Nails spaced 6"o.c. Vertical Stud O 00 Vertical Stud (4)-16d Nails BRACE MiTek USA,Inc. ym�gwi 16d Nails SECTION B-B Spaced 6'o.c. A M7"k Aflillate (2)-10d Nails into 2x6 2x6 Stud or DIAGONAL BRACE TRUSS GEOMETRY AND CONDITIONS 2x4 No.2 of better 4'-0'O.C.MAX SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x Verticals SECTION A-A 2x4 tud w/(4)-10d Nails 12 Q Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST A TWO TRUSSES AS NOTED. TOENAIL BLOCKING * TO TRUSSES WITH(2)-10d NAILS AT EACH END. SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH DRAWINGS FOR DESIGN CRITERIA (5)-10d NAILS. A ** (4)-8d(0.131"X2.5")NAILS MINIMUM,PLYWOOD B 3x4= SHEATHING TO 2x4 STD SPF BLOCK B *-Diagonal Bracing ** -L-Bracing Refer Roof Sheathing Refer to Section A-A to Section B-B NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. (2)_10 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND Max. NAILS WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. / (2)-10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. - jrUS S p@ 24" O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF / DIAPHRAM AT 4'-0'O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. /��61DIAGONAL BRACE SPACED 48"O.C. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. Dlag. Brace ACHED TO VERTICAL WITH(4)-16d REFER TO SECTION A-A) at 1/3 ointS LS AND ATTACHED ( P 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. TO BLOCKING WITH(5)-10d NAILS. if needed -- 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. - 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE End Wall HORIZONTAL BRACE 06-01-13 BY SPIB/ALSC. (SEE SECTION A-A) 11.NAILS DESIGNATED 10d ARE(0.131'X 3")AND NAILS DESIGNATED 16d ARE(0.131-X 3.5") 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT �� p,E►- S tit q'�i, Stud Size S acin Brace L-Brace L-Brace BRACE 1/3 POINTS �� G.. �i Species Spacing *% ,�C'E N SF Nib•�� and Grade Maximum Stud Length No 53681 4-0-7 4-5-6 6-3-8 B-0-152x4SPNo.3/Stud12"O.C. 121-6 2x4 SP No.3/Stud 16"O.C. 3-8-0 3-10-4 5-5-6 7-4-1 11-0-1 2x4 SP No.3/Stud 24"O.C. 3-0-10 3-1-12 4-5-6 1 6-1-5 9-1-15 ' F Diagonal braces over 6'-3"require a 2x4 T-Brace attached to X` P one edge. Diagonal braces over 12'-6"require 2x4 I-braces ��• •' O R attached to both edges. Fasten T and I braces to narrow edge �i SS' ........ of diagonal brace With 10d nails 8"D.C.,With 3"minimum i,� N A �� end distance. Brace must cover 90/e of diagonal length. Michael:&Magld.PE No.53681 MAX MEAN ROOF HEIGHT=30 FEET MTek USA,.Inc::FL Cert 6634 CATEGORY 11 BUILDING 6904 Parke East Blvd.Tampa fC 33610 EXPOSURE B or C Date:. ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH May 17,2021 ORE USE Design valid for use only with Mrrek®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 budding of Individual buss 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 busses and truss systems,see ANSIirPlf Quality Crlteda,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety informadon available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-SHEET 2 F--1= ® MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" o.c. O 0� HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA,Inc. (0.131"X 3.5-)NAILS AND ATTACHED Roof Sheathing TO BLOCKING WITH(5)-10d(0.131-X 3")NAILS. ENGINEERED BY —0 AMiTek Af iliato 1 r-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO DIAGONAL BRA L DI C THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL WITH TWO 1 (3.5"x0.131")NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X'4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d(0.131-X 3.5")NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d(0.131-X 3.5-)NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points ,SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d(0.131-X 3")NAILS EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH(5)-10d(0.131-X 3-)NAILS. End Wall - - - - CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X—SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10,16)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(0.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS 120-150 MPH(ASCE 7-98,02,05),150-190 MPH(ASCE 7-10,16)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(0.131-X 3-)NAILS SPACED 6.O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS Fi ®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 properly incorporate this design into the overall building design.Bradng indicated is to prevent budding 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 ANSUMH Quality Crlterfa,DSO-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 naa �L� 0 00 0 00 a MiTek USA,Inc. MiTek USA, Inc. 6904 Parke East Blvd. Tampa,FL 33610-4115 T23949111 May 17, 2021 TO WHOM IT MAY CONCERN: RE: MiTek 20/20 drawings showing continuous lateral bracing or"T" bracing on interior webs and chords. Truss design drawings designed using MiTek 20/20 software show the bracing to be located on a side of the member needing to be braced. The actual side of the member where the brace is to be located does not change the design. If the brace cannot physically be placed on the side of the member as the drawings show,then place the brace on the member at the same location except attach it to the opposite edge. If we can be of any further assistance in this matter, please feel free to contact our office. Sincerely, Michael Magid, PE `�.�G, �GE�NS ''0�,� No 53.681. nil. VO Michael.SO Magid_ PE No.53681 MiTek USA; he:FL Gert 6634 6904 Parke.East Blvd.Tampa FL 33610 Date: May 17,2021 ®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 M7ekV 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 Otis design into the overall /� building design.Bracing indicated is to prevent budding of individual lruiu;web and/or chord members only.Additional temporary and permanent bracing WOW', l iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSM11 Quality Criteria,OSB49 and BCS1 Bu9cling Component 6904 Parke Fast Blvd. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 WaldoR,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-SHEET 2 00 ® MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0 00 Trusses @ 24" o.c. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA,Inc. (0.131"X 3.5")NAILS AND ATTACHED Roof Sheathing TO BLOCKING WITH(5)-10d(0.131-X 3")NAILS. F1IGINEERt:D BY O A MITek Afflllata 1 r-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO DIAGONAL BRA L DI C THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL WITH TWO 1 (3.5"x0.131")NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4,PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d(0.131"X 3.5")NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d(0.131"X 3.5")NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d(0.131"X 3")NAILS EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH(5)-10d(0.131"X 3")NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10,16)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(0.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS 120-150 MPH(ASCE 7-98,02,05),150-190 MPH(ASCE 7-10,16)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(0.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS r ®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 14700 connectors.This design is based only upon parameters shown,and is for an Individual building component,rot a fuss 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 budding of individual fuss web and/or chord 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 ANS11TPH Qualify CrlteHa,DSO-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Informaton available from Truss Plate Institute.2970 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-GE170-D-SP qi) T23949112 MiTek USA,Inc. Page 1 of 2 Typical 2x4 L-Brace Nailed To 0 00 2x4 Verticals W/10d Nails spaced 6"o.c. Vertical Stud 0 ot� Vertical Stud 4 -16d Nails 2x6 O AL SPA E 2 / ( ) BRACE MiTek USA,Inc. /�// YMMM 16d Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE (2)-10d Nails into 2x6 2X6 SP OR SPF No.2 4'-0°O.C.MAX TRUSS GEOMETRY AND CONDITIONS -\Typical Horizontal Brace SHOWN ARE FOR ILLUSTRATION ONLY. Nailed To 2x4 Verticals w/(4)-10d Nails 12 SECTION A-A 2x4 SP OR SPF No.2 A Q Varies to Common Truss * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ATTACH DIAGONAL BRACE TO BLOCKING WITH 41 � (5)-10d NAILS. B 3x4= (4)-8d(0.131"X 2.5")NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK �fr -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B Roof Sheathing NOTE: 24 Max 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND \� WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1'-O" (2)-10 1- 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. NAILS// (2)-10d NAILS BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5 A A DIAGONAL BRACE O.C.EAPPROXIMATELY45 DEGREES TO ROOF DIA jrus S Q� 2411 o.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A / 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4. Dlag. Brace (REFER TO SECTION A-A) at 1/3 points / 2x6 DIAGONAL BRACE SPACED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed / 48"O.C.ATTACHED TO VERTICAL WITH 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR __ (4)-16d NAILS, AND ATTACHED TO BLOCKING WITH(5)-10d NAILS. TYPE TRUSSES. _ 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-13 BY SPIB/ALSC. HORIZONTAL BRACE 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND End Wall NAILS DESIGNATED 16d ARE(0.131"X 3.5") (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace BRACE 113POINTS Species �� .PEL S. M�J* and Grade Maximum Stud Length ,% G q ice. P 2x4 SP No.3/Stud 12"O.C. 3-9-7 5-&8 6-11-1 11-4-4 C�•.••V� `sF''. 2x4 SP No.3/Stud 16"O.C. 3-4-12 4-11-15 6-9-8 10-2-3 No 5.3 68 is 2x4 SP No.3/Stud 24"O.C. 2-9-4 4-0-7 5-6-8 8-3-13 *.• ik 2x4 SP No.2 12°O.C. 3-11-13 5-8-8 6-11-1 11-11-7 2x4 SP No.2 16"O.C. 3-7-7 411-5 6-11-1 10-10-5 �� .:•�`` 2x4 SP No.2 24"O.C. 3-1-15 4-0-7 6,3-14 9-5-14 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to ��•'c� R, P• �� one edge. Diagonal braces over 12'-6"require 2x4 1-braces -1. s of diagonal braceewlgth 10d nails 6"o.c.!with 3des. Fasten T and brace5 minimum to narrowedge '��,5,attached to both fill Q N A'1 ,,, end distance. Brace must cover 90%of diagonal length. WOWS;SA Magid PE No.536111 T or I braces must be 2x4 SPF No.2 or SP No.2. MiTekU ,liictfLCert6634 MAX MEAN ROOF HEIGHT=30 FEET 6904 Parke East Blvd.Tainpa FL 33610 EXPOSURE D Date: ASCE 7-10,ASCE 7-16 170 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. May 17,2021 ®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 M7ekO 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 aways 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 ANSUTPIl Quality Criteria,DSB-89 and SCSI Building Component 69134 Parke East Blvd. Safety Information available from Truss Plate InstibRe,2670 Crain Highway,Suite 203 Waldod,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-SHEET 2 F---= (6) MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD =DD o 0o OD Trusses @ 24" o.c. O HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA,Inc. (0.131-X 3.5")NAILS AND ATTACHED Roof Sheathing TO BLOCKING WITH(5)-10d(0.131"X 3")NAILS. ENGINEERED BY O xMM AMITek Afliliato Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE , URLIN WITH TWO 16d(3.5"x0.131")NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d(0.131"X 3.5")NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d(0.131"X 3.5")NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points UPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ ON EITHER SIDE AS NOTED.'TOENAIL BLOCKING TO TRUSSES WITH(2)-10d(0.131-X 3")NAILS EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH(5)-10d(0.131"X 3")NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10,16)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(0.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS 120-150 MPH(ASCE 7-98,02,05),150-190 MPH(ASCE 7-10,16)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(0.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS ®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 applicabilityof design parameters and properly incorporate this design Into the overall building design.Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ahNays 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 ANSUTPlf Quality Criteria,DSB-69 and BCS1 Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail Mil-GE180=D-SP T23949113 MiTek USA,Inc. Page 1 of 2 L J�u Typical 2x4 L-Brace Nailed To 0 00 2x4 Verticals W/10d Nails spaced 6"O.C. Vertical Stud �00 Vertical Stud 4 16d Nails SPF No.2 ( )' DIA DIAGOO DIAGONAL BRACE MiTek USA,Inc. 01Z 141M ENGINE ar �16d Nails D 0 SECTION B-B Spaced 6"o.c. A Mrrvr Aflillato DIAGONAL BRACE 2 10d Nails Into 2x6 4W O.C.MAX ( ) 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails 12 SECTION A-A 2X4 SP OR SPF No.2 A Q Varies to Common Truss * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ATTACH DIAGONAL BRACE TO BLOCKING WITH ** (5)-10d NAILS. B B 3x4= (4)-8d(0.131"X 2.5")NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK 11r -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B Roof Sheathing NOTE: 24"Max 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. \� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1'-O" (2)-105Y 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. MaX• NAIL ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT (2)-10d NAILS BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6-O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF /CUSS S ^ 24t� O.C. DIAPHRAM AT 4'-0"O.C. V 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4. Diag.Brace (REFER TO SECTION A-A) at I I3 points / 2x6 DIAGONAL BRACE SPACED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. 48"O.C.ATTACHED TO VERTICAL WITH 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if Heeded 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR _ (4)-16d NAILS, AND ATTACHED TO TYPE TRUSSES. - BLOCKING WITH(5)-10d NAILS. 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-13 BY SPIB/ALSC. HORIZONTAL BRACE 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND End Wall NAILS DESIGNATED 16d ARE(0.131-X 3.5-) (SEE SECTION A A) 2 DIAGONAL Minimum Stud Without 2x4 DIAGONAL BRACES AT �11111.11111 jt Stud Size Spacing Brace L-Brace BRACE 113 POINTS .-%0 PEA S. M Species and Grade Maximum Stud Length `�� N G E.f 2x4 SP No.3/Stud 12"O.C. 3-7-12 5-4-11 6-2-1 10-11-3 2x4 SP No.3/Stud 16"O.C. 1 3-2-8 4-8-1 6-2-1 9-7-7 Z No .536 81: 2x4 SP No.3/Stud 24"O.C. 2-7-7 - 3-9-12 5-2-13 7-10-4 2x4 SP No.2 12"O.C. 3-10-0 5-4-11 6-2-1 11-6-1 �• 2x4 SP No.2 16"O.C. 3-5-13 4$1 6-2-1 10-5-7 F ALL 2x4 SP No.2 24"O.C. 3-M 3-9-12 1 6-1-1 1 9-1-9 Oi(� A Diagonal braces over 6'-3"require a 2x4 T-Brace attached to �i��••` O Rone edge. Diagonal es over IZ-6"reqe 2x4 I-brs � attached to both edges.bratFasten T and I brans to narrow cage O N A` of diagonal brace with 10d nails bin o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. Michael$;Magid PE No:53681 T or I braces must be 2x4 SPF No.2 or SP No.2. MiTek USA,Inc.R.Cart 6634 6904 PaAk .East.Bivd.Tartipa FL33610 MAX MEAN ROOF HEIGHT=30 FEET Date. EXPOSURE D May 17,2021 ASCE 7-10,ASCE 7-16 180 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. WARNING-Venfy design parameters and READ NOTES ON THIS AND INCLUDED,MITEK REFERENCE PAGE MO-7473 rev.5/1912020 BEFORE USE Design valid for use ordy with MTeIM connectors.This design Is based only upon parameters shown,and is for an IndWual budding component not a truss system.Before use,the building designer must verify the applicabitdy of design parameters and property incorporate this design Into the overall building design.Bracing Indicated Is to prevent budding 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,deWery,erection and bracing of trusses and tons systems,see ANSWPH Qua8gr Criteria,DSB•89 and BCS!Buifding Component 69%Parlor Fit Blvd. Safetybdiannadon available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 Standard Gable End Detail MII-SHEET 2 =F--i O MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD n Trusses 24 o.c. s o ot� v HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA,Inc. (0.131"X 3.5-)NAILS AND ATTACHED Roof Sheathing TO BLOCKING WITH(5)-10d(0.131°X 3")NAILS. ENGINEERED BY ❑ O A MITek At1i0aEe Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO DIAGONAL BR L DI AC THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL WITH TWO AC (3.5°x0.131°)NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d(0.131-X 3.5")NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d(0.131°X 3.5")NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points \ ,SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d(0.131-X 3")NAILS EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH(5)-10d(0.131°X 3")NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10,16)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(0.131°X 3°)NAILS SPACED 6"O.C. -FOR WIND SPEEDS 120-150 MPH(ASCE 7-98,02,05).150-190 MPH(ASCE 7-10,16)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(0.131"X 3-)NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) e , MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN / IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS I 1 ®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 Mel&connectors.This design is based only upon parameters drown,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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always requtmd 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,sae ANSUTPH Quallly CAlwla,DSB-69 and SCSI BuIld/ng Comporwnt 6904 Parke East Blvd. Safety Information available from Truss Plate InsOWts,2670 Crain Mghway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Janua 8, 2019 STANDARD PIGGYBACK Mil-PIGGY-7-16 rY TRUSS CONNECTION DETAIL �0 T23949114 MiTek USA,Inc. Page 1 of 1 MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. 0 0o CATEGORY 11 BUILDING EXPOSURE or C B ENCLOSED BUILDING LOADING=5 PSF TCDL MiTek USA,Inc. DURATION 7-10,ASCE 7-16 DURATION OF LOAD INCREASE:1.60 YMMM ' DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). A MITek Affiliate ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEERIDESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. E SHALL BE CONNECTED TO EACH PURLIN WITH(2)(0.131-X 3.5')TOE-NAILED. A B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2)(0.131"X3.5-)NAILS EACH. D-2 X_X 4'-0-SCAB,SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,MIN GRADE#2,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF(0.131-X 3")NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 180 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 R C E-FOR WIND SPEEDS BETWEEN 116 AND 180 MPH,ATTACH MITEK NP37 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)(0.131-X 1.5-7 NAILS PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"NAIL EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK NP37 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)(0.131"X 1.5-)PER MEMBER permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"NAIL EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. �111111/� VERTICAL WEB TO EL EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: `��•� \C•E N S�c'.�'�O�� OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP o 5S AS SHOWN IN DETAIL. *, 2)ATTACH 2 x_x 4'-0'SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4'O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) — STATE OF (MINIMUM 2X4) i O 3)THIS CONNECTION IS ONLY VALID FOR A MAXIMUM �i P;•. CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW i�� < R �'•. �� BY A GREATER IFT IED 40 OINEER IS REQUIRED FOR LOADS 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. Michael S.:MapldPE No.53681 May 17,2021 5 CONCENTRATED LOAD MUST BE APPLIED TO BOTH iiiiiiiiiiiiiiiiiiiiiillillillillillillillill�mITek�ISA�Joe FL�er�t6r 69bT Parke fast Blvd`�`fainpa 3&10 ®WARNING-Verify design pammetem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5119/2020 BEFORE USE. Date: Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buikfing component not , e 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 budding 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,de0very,erection and bracing of trusses and truss systems,see ANSIMW Quality Criteria,OS8-89 and SCSI&dfd/ng Component 6904 Parke East Blvd. Safelyhdiwmatlon available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 STANDARD PIGGYBACK MII-PIGGY-ALT JANUARY 8, 2019 TRUSS CONNECTION DETAIL 7-16 T23949115 MiTek USA,Inc. Page 1 of 1 MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT= FEET MAX TRUSS SPACING=24'O.O.C. r�o CATEGORY II BUILDING 0 0o EXPOSURE B or C ENCLOSED BUILDING LOADING=5 PSF TCDL MINIMUM MiTek USA,Inc. DURATION OF LOAD INCREASE:1.60 m�rn DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). rn ADDITIONAL CONSIDERATIONS BY BUILDING A� ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. E SHALL BE CONNECTED TO EACH PURLIN WITH(2)0(0.131-X 3.5")TOE-NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. A C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24-D.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2)(0.131-X 3.5-)NAILS EACH. D-2 X_X 4'-0'SCAB,SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,MIN GRADE#2,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF(0.131-X 3-)NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 116 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 180 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12It. C E-FOR WIND SPEED IN THE RANGE 116 MPH-180 MPH ADD 9"x 9"x 112"PLYWOOD(or 7/16"OSB)GUSSET EACH SIDE AT 48'O.C.OR LESS.ATTACH WITH 3-6d(0.113-X 2-)NAILS INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) I B WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH PLYWOOD GUSSETS AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. it SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection 7"x 7"x 1/2"PLYWOOD(or 7/16"OSB)GUSSET EACH SIDE AT 24"O.C. detail only.Building Designer is responsible for all ATTACH WITH 3-6d(0.113-X 2-)NAILS INTO EACH CHORD permanent bracing per standard engineering practices or FROM EACH SIDE(TOTAL-12 NAILS) refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. tI11I1111110�. VERTICAL WEB TO ��``�P '✓/,9 I�� EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED �% C BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: `�� N v\G•E OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP No 53681: AS SHOWN IN DETAIL. �"*,•' 2) ATTACH 2 x x*-O"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131-X 3-)NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH S TAT O F VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM2X4) �� 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW �jsl R BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADSS/O N Al-E �`�` GREATER THAN 4000 LBS. 111��, 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, 111 NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. Michael`.S kSA;I �-FLGe Ma ie.d PE No.53661 May 17 2021 51 CONCENTRATED LOAD MUST 1P .. . . Y rt6634 6904 Parke Eas'BI_vd is opa F, ._61 V ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE pa)D; �' Design valid for use only with N6Tek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a tons system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into One overall building design.Bracing Indicated is to prevent budding of individual buss 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 ANSUTPH Quality Cdterfs,DSB-89 and SCSI Building Component 6904 Parke Easy Blvd. Safety lydormadon available from Truss,Plata Institute,2670 Crain Highway,Suite 2M Waldorf,MD 20601 Tampa,FL 36610 AUGUST 1, 2016 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS M11-REP01A1 AND DAMAGED OR MISSING CHORD SPLICE PLATES T23949116 MiTek USA,Inc. Page 1 of 1 TOTAL NUMBER OF MAXIMUM FORCE(Ibs)159/o LOAD DURATION NAILS EACH SIDE 0 00 OF BREAK X SSIPDF SPF HF INCHES a2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 I 2x6 MiTek USA,Inc. 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 xmmmi 26 39 1 30" 2194 3291 2007 3011 1697 2546 1738 2608 A plfTek Afll6ate 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 'DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 10d(0.131"X 3")NAILS (TWO ROWS FOR 2x4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS: L=(2)X+C x . V • x G x x k BREAK x x' } 3A l�ypl # •• •10d NAILS NEAR SIDE +10d NAILS FAR SIDE ,�M\a TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X"MIN 6"MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID / UNUSUAL SPLITTING OF THE WOOD. ' 4. WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID i A STATE OF .• LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. Q W 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. T 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 4.O R I0. \,�� Mkhael S;Magid PE No:53681 May 17,2021 MlTeli USA;Inc.FL Cent 6634 y _904;a F>yAM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIN Date:473 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 e truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Otis design Into the overall building design.Bracing indicated is to prevent budding of individual toss 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 busses and tors systems,see ANSU7P11 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safetyinlormadon available train Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FIL 36610 MAY 7, 2019 LATERAL TOE-NAIL DETAIL MII-TOENAIL SP F---i= ® - MITek USA,Inc. Page 1 of 1 NOTES: T23949117 1..TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF.THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER'VALUE OF THE TWO SPECIES MiTek USA,Inc. FOR MEMBERS OF DIFFERENT SPECIES. OGINEERED BY l- ro Amlfk THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW TOE-NAIL SINGLE SHEAR VALUES PER NDS 2018(lb/nail) DIAM. SP DF HF SPF SPF-S C7 .131 88.0 80.6 69.9 68.4 59.7 VIEWS SHOWN ARE FOR Z ILLUSTRATION PURPOSES ONLY 135 93.5 85.6 74.2 72.6 63.4 O .162 108.8 99.6 86A 84.5 73.8 co SIDE VIEW Z .128 74.2 67.9 58.9 57.6 50.3 2 NAILS 131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE co NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d(0.162'X 3.5°)NAILS WITH SPF SPECIES BOTTOM CHORD SIDE VIEW SIDE VIEW (M) For load duration increase of 1.15: 34)x 4 NAILS 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity ```��►1 I I if I►��, -I NEAR SIDE NEAR SIDE PEAS M 4. J* NEAR SIDE NEAR SIDE ```..��;•��G E N SF•.,/Q�i�� NEAR SIDE � NEAR SIDE 4A. NEAR SIDE O ,c4OR1oP N Michael$::Magid PE No.53661 May 17,2021 MTek USA;liic.FL Cert 6634 6904 Parke East Blvd.Tarnpa FL 33610 Date: ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM 30°TO 60° 30°TO 60° 45.00° 45.00° 45.00° WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with Wrek(D connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before asa,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 budding of Individual truss web saftr chord members only.Additional temporary and permanent bracing ivi iTe k• Is always required for stability and to prevent collapse with possible perwnal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tons systems,see ANSW Ip f Quality Criteria,DSB-89 and BCSI Balloting Component 6904 Parke East Blvd Saferylnfarmadon available from Truss Plate Institute,2670 Crain Highway,Suite 2D3 Waldorf,MD 20601 Tampa,R.36610 APRIL 12, 2019 TRUSSED VALLEY SET DETAIL MII-VALLEY HIGH WIND1 MiTek USA,Inc. Pa e 1 Of 1 GENERAL SPECIFICATIONS T23949118 1.NAIL SIZE 10d(0.131"X 3") 0 00 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND MiTek USA,Inc. SECURE PER DETAIL A 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE W M INDIVIDUAL DESIGN DRAWINGS. Q GABLE END,COMMON TRUSS 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING A WTokAOillato OR GIRDER TRUSS EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48 O.0 %%�P,EL S 11�1�4�i�ii ---r -- --- -- --- �, h h u u u u n i i� it ♦� �., �\ .F• :i a I. ii „ ; n No 53681: u n u u STATE V11i ii q ii Imo' S1 VALLEY TRUSS TYPICAL 'i BASE TRUSSES May 17,2021f";/O�N A Michael S.Magid PE No.53681 MiTek U31k,:Int I LCert 6634 LL- 6904 Parke Bi;t BIVd.Tampa FL 33610 Date: VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W1 ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10,ASCE 7-16 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ' Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V iTe k Is akvays 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 ANSUIPII Quality Crfterla,DSB49 and SCSI Building Component 6904 Parke East Blvd. SafetyfrrfarmaUon available from Truss Plate Institute,2670 Gain Highway,Suite 203 Waldorf,MD 213601 Tampa,FL 366110 APRIL 12, 2019 TRUSSED VALLEY SET DETAIL MII-VALLEY HIGH WIND2 0� ® GENERAL SPECIFICATIONS MTekUSA,Inc. Page 1 OI9 1 9 1.NAIL SIZE 10d(0.131"X 3") T239411 0 00 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE TO BASE TRUSSES AS PER DETAIL A MiTek USA,Inc. GABLE END,COMMON TRUSS 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE wm7aa OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. A RUTek Afiliato % :PEL S_, 44, G E N �%�i II II II II II II II II 1 1 I, 11 II 11 II 11 II II �j �j I I, II II II II II II �' No 53681. • it I I II II II II � I It II II II I, II II �. 1, O TAT �.F S it BASE TRUSSES VALLEY TRUSS TYPICAL 1 May 17,2021 I Michael S Magid PE LND:53681 MTekUSA;_Inc FLU0634 6904:Pafke:Ent Blvd:Tampa FL 33610 Date: VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10,ASCE 7-16 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C ATTACH 2x4 CONTINUOUS NO.2 SP WIND DURATION OF LOAD INCREASE:1.60 TO THE ROOF W/TWO USP WS45(1%4"X 4.5") MAX TOP CHORD TOTAL LOAD=50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES �1.5"Max ®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 budding designer must verify the applicability of design parameters and property incorporate this design Into the overall budding design.Bracing indicated is to prevent bung of individual truss web andfor chord members only.Additional temporary and permanent bracing M iTek� is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSWIPIf Quality Crkerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMormadon evadable fmm Tmss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 APRIL 12, 2019 TRUSSED VALLEY SET DETAIL MII-VALLEY SP =0 ® MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS T23949120 0 00 1.NAIL SIZE 16d(0.131"X 3.5") 0 00 2.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A 3.BRACE VALLEY WEBS IN ACCORDANCE WITH THE MiTek USA,Inc. INDIVIDUAL DESIGN DRAWINGS. 4.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING MMM EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. GABLE END,COMMON TRUSS 5.NAILING DONE PER NDS-01 A NITek Affiliate OR GIRDER TRUSS -6.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 7.ALL LUMBER SPECIES TO BE SP. urr��,' GE A`� .. S . �I II II II 11 11 II II ' 53681 II II ` =� �� STATE .O-F �/ O • 1 y y ii i i,T• Q•P. N �. V ` . / '. iBASE TRUSSES '��/S�O,N A; %10% VALLEY TRUSS TYPICAL li May 17,2021 Michael S;Maold PE No:53681 MiTek USA,Inc:FL Cert 6634 6904 Parke Last Blyd.Tafnpa I-33610: Date: VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS- SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 16d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 120 MPH WIND DESIGN PER ASCE 7-10,ASCE 7-16 150 MPH ATTACH 2x4 CONTINUOUS N0.2 SP MAX MEAN ROOF HEIGHT=30 FEET TO THE ROOF TWO 16d NAILS ROOF PITCH=MINIMUM 3/12 MAXIMUM 10112 CATEGORY II BUILDING INTO EACH BASE TRUSS. EXPOSURE C OR B WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=60 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 4.2 PSF ON THE TRUSSES DETAIL A (MAXIMUM 1" SHEATHING) N.T.S. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE D MITek®connectors.This design is based ordy upon parameters shown,and is for an Individual building component,not . a thus system.Before use,the budding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall budding design.Bracing indicated is to prevent budding of individual tress 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 loos systems,see ANSI/rPlf Quality Criteria,DSB-6.9 and BCSf Building Component 6904 Parke East Blvd. Safety infarmadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 TRUSSED VALLEY SET DETAIL MII-VALLEY APRIL 12, 2019 (HIGH WIND VELOCITY) NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. 'Page 1 of 1 TO EXCEED 48"O.C.SPACING T23949121 0 00 0 00 a MiTek USA,Inc. EN❑IiINEERFn 8Y�O A AUTek Aftlllala FOR BEVELED BOTTOM CHORD,CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6112 PITCH ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10,ASCE 7-16 160 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING NON-BEVELED EXPOSURE B or C BOTTOM CHORD WIND DURATION OF LOAD INCREASE: 1.6 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) ��Ot p,EL `T q �i SUPPORTING TRUSSES DIRECTLY UNDER ��,``�`G• `G VALLEY TRUSSES MUST BE DESIGNED NO 53681 WITH A MAXIMUM UNBRACED LENGTH OF >k .. 2r-10"ON AFFECTED TOP CHORDS. NON-BEVELED BOTTOM CHORD NOTES: TA F w -SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES -THIS DETAIL IS NOT APPLICABLE FOR S70NA1-��, SPF-S SPECIES LUMBER. �t".1n��.rr!�� CLIP MUST BE APPLIED Michael&Magid FE W13681_ TO THIS FACE WHEN MIT&USA,Inc.FL.Cert 6634 PITCH EXCEEDS 6/12. 6904 Parke East Blvd.Tampa FL.33610 (MAXIMUM 12112 PITCH) Date: May 17,2021 ®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 MRek®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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M 1T18I(• 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 busses and truss systems,see ANS117PH Qualgy CAtoda,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 OCTOBER 5, 2016 REPLACE BROKEN OVERHANG MII-REP13B MTek USA,Inc. Page 1 of 1 TRUSS CRITERIA: T23949122 LOADING: 40-10-0-10 DURATION FACTOR: 1.15 n SPACING:24"O.C. TOP CHORD:2x4 OR 2x6 MiTek USA,Inc. PITCH:4/12-12/12 WM7 �0 HEEL HEIGHT:STANDARD HEEL UP TO 12"ENERGY HEEL END BEARING CONDITION A 11170k Atn6ata NOTES: 1.ATTACH 2x SCAB(MINIMUM NO.2 GRADE SPF,HF,SP,DF)TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d(0.131"X 3")SPACED 6"O.C. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x SCAB CONNECTOR PLATES MUST BE FULLY EMBEDDED AND UNDISTURBED (L) (2.0 x L) 24"MAX 24"MIN 0 .PEL IMPORTANT No 53681 This detail to be used only with trusses(spans less than 40')spaced = y� 24"o.c.maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually.REFER TO INDIVIDUAL TRUSS DESIGN OR OR PLATE SIZES AND LUMBER GRADES ��' N A��E� �� Mlchael.S,Magid PENo.53661 MiTek Wk Inc:FL:Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 17,2021 ®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 M7ek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not • a truss system.Before use,the bulling designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent budding 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 thus systems,see ANSM11 Qualf y Crflerfa,DSO-69 and SCSI Dugding Component 69D4 Parke East Blvd. Safety fMormadon available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Tampa,FL 36610 AUGUST 1 2016 LATERAL BRACING RECOMMENDATIONS MII-STRGBCK 0� MiTek USA,Inc. Page 1 of 1 T23949123 ' 0 00 0 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, MiTek USA,Inc. O 2x6"STRONGBACK"IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MINED BV_� ALONG A FLOOR TRUSS. A MITek At6fiab NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END,TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d (0.131"X 3-)NAILS (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"X 3-)NAILS ATTACH TO VERTICAL WEB WITH(3)-10d (0.131-X 3-)NAILS BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d NAILING THE STRONGBACK (0.131"X 3")NAILS IN EACH CHORD WOOD SCREWS(.216"DIAM.) USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ( ANCHOR TO ATTACH ATTACH T VERTICAL SCAB WITH(3)-10d FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3)-10d (0,131"X 3-)NAILS STRONGBACK(DO NOT USE (0.131"X 3")NAILS DRYWALL TYPE SCREWS) ,011IIIII1I1'f11 TRUSS 2x6 4-0-0 WALL CKINGBY OTHERS \7HERS) �, PSSTRONGBACK (TYPICAL SPLICE) ( ) ��S� •:��C'E N S� •�� i 1 No 5,3681 13;,-- . THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d (0.131-X 3")NAILS EQUALLY SPACED. MIchael.S Magid PE No.53681 ALTERNATE METHOD OF SPLICING: 690 USA;Yric:R.; .Tar634 6904 Parke:East Blvd.TainpafC 33610 OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d Date: (0.131"X 3")NAILS STAGGERED AND EQUALLY SPACED. May 17,2021' LY WHEN-STRONGBACK IS NOI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6/19I2D20 BEFORE USE. ' Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verity the applicability of design parameters and property incorporate Otis design into the overall building design.Bracing indicated is to prevent budding 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 ANSh7PH Qualify Criteria,DSB-89 andBCS1 Building Component 6904 Parke East Blvd. Sa/eryG,formatfon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y &4-8 dimensions shown in ft-in-sixteenths Failure to FOIIOW Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are In ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,.individual lateral braces themselves may require bracing,or alternative Tor I D,5, WEBS4 bracing should be considered. p � � X 3. Never exceed the design loading shown and never 2 stack materials on inadequately braced trusses. U n 4. Provide copies of this truss design to the building a0 designer,erection supervisor,property owner and For 4 x 2 orientation,locate c'$ �' cs s I— all other Interested-parties. plates 0- yid'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. a 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment In accord with ANSI/TP1 1. "Plate location details available In MITek 20l20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERSILETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ` ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice Is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or pudins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or 1 bracing 14.Bottom chords require lateral bracing at 10 ft,spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is Installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior :Ie� Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MITek®All Rights Reserved reaction section indicates joint 17.install and Toad vertically unless Indicated otherwise. number where bearings occur. -- 1e.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. K environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words A n Specification CatlOn for Metal and pictures)before use.Reviewing pictures alone NSIITPI1: National Design P is not sufficient. Plate Connected Wood Truss Construction. W1 DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSIfrPI 1 Quality Criteria. Guide to Good Practice for Handling, MiTek: 21.The design does not take Into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020