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TRUSS
® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 =N4N se truss designs rely on lumber values established by others. BY AiTek "Lua."laclowtv 20595 - Goulet Res./Garage/Gameroom MiTek USA, Inc. Information: 6904 Parke East Blvd. Ta , FL 33610-4115 �tomer Info: Paradise Homes Project Name: Goulet Res./Garage/Gameroom o(TSp DBlock: Subdivision: ress: 2305 Atlantic Beach Blvd. Ft. Pierce State: FL. e Address and License # of Structural Engineer of Record, If there is one, for the building. e: License #: Ad ess: Ci State: Ge eral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Lo ing Conditions): De4 gn Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 W Code: ASCE 7-10 (All HeighH Wind Speed: 160 mph Roo Load: 40.0 psf Floor Load: 65.0 psf package includes 21 individual, dated Truss Design Drawings and 0 Additional Drawings. my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet to 61 G15-31.003 section 5 of the Florida Board of Professional En ineers Rules. conformsg No. 1 Seal# Truss Name Date No. Seal# Truss Name Date 1 T7523635 —CJ1 10/14/01 18 T7523652 A05 10/14/01 2 T7523636 —CJ1A 10/14/01 19 T7523653 A06 10/14/01 3; T7523637 —CJ3 10/14/01 20 T7523654 A07G 1 /14/01 4 ', T7523638 —CJ3A 10/14/01 21 T7523655 FL01 10/14/01 5 T7523639 —CJ5 10/14/01 6 T7523640 —CJ5A 10/14/01 7 T7523641 —EJ1 10/14/01 8 T7523642 —EJ5 10/14/01 9 T7523643 —EJ7 10/14/01 10 T7523644 —HJ1 10/14/01 11 523645 —HJ5 10/14/01 12 523646 —HJ5A 10/14/01 13 523647 —HJ7 10/14/01 14 523648 A01 G 10/14/01 115 I T7523649 I A02 1 10/14/015� 16 TZ523650 A03 10/14/01 117 I 523651 I A04 1 10/14/015 The � drawing(s) referenced above have been prepared by MiTek Industri s, Inc. under my direct supervision based on the parameters provide by East Coast Truss. Truss esign Engineer's Name: Albani, Thomas My lice a renewal date for the state of Florida is February 28, 2017. IMPO ANT NOTE: Truss Engineer's responsibility is solely for design f individual trusses based upon design parameters shown on refe raced truss drawings. Parameters have not been verified as appr ° priate for any use. Any location identification specified is for file r' ference only and has not been used in preparing design. SuitabiI/TPI-1, of truss designs for any particular building is the responility of the building designer, not the Truss Engineer, per) Chapter 2. ts►�� a ��� p,S A. q�e�i,�. E 39 0 �:• STATE OF •:�4/ A% Wr r 39 Mrrek U�A, OPY 6904 Pa e t 'v . ampa FL 33610 Date: October 14,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom T7523635 29595 -CJ1 Jack -Open 6 1 Job a ere ce o do a East C st Truss, Ft. Pierce, FL 34946 7.540 s Sep 29 2015 MrreK maustrles, Inc. wea ucs 14 T1:5s:2r 205 rage i ID:aA4jeyD?UUS_gRcVtsEltyTXKA-_B_xsyvgNNwfdTSEYeeY_Zhx9kevRTob4XN FScyTWe6 -2-0-0 1-D-O 2-0-0 1-0.0 ' 1$ r 1 0 � 1.0.n-0 � Scale = 1:8.3 LOADING�i psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 • BCDL 1 0.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.51 BC 0.09 WB 0.00 (Matrix-M) DEFL. in (loc) I/defl L/d Vert(LL) 0.00 5 >999 240 Vert(TL) 0.00 5 >999 180 Horz(TL) 0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 7lb FT=0% LUMBER- BRACING - TOP CHO 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CH 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONI . (lb/size) 3=-20/Mechanical, 2=254/0-8-0, 4=-35/Mechanical Max Horz 2=98(LC 8) Max Uplift3=-20(LC 1), 2=-302(LC 8), 4=-35(LC 1) Max Grav 3=43(LC 8), 2=254(LC 1), 4=66(LC 8) FORCES. b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: AS E 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf, 13CDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; En I., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip OL=1.60 2) Plates che' ked for a plus or minus 0 degree rotation about its center. 3) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This trus has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfit 5) Refer to gf er(s)fobottom truss chord truss nd connectionsmbers.'OPS A. 44 i!��i 6) Provide m I hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) �� �.0 ••. . N S' • Q��i��i 2=302. e •• V F•••• / i 7) "Semi -rigid itchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. No 39380 ., -0• i bra r E • 1'V ; �r q• e ,,,l�s• • < O R , O • • �`a`, 0 N A� Thomas A. Albani PE No.39380 MITek USA, Inc. FL uert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 14,2016 ® WARNING • VI design parameters and.READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for any with MTeIA connectors. This design is based only upon parameters shown, and is for on individual building component, notatrusssystem.Beuse, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overallbuilding design.cing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and bracing 11II iTek' prevent permanent Is always required r stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, star. � delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criferla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information 1I available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom I T7523636 29595 "i -CJ1A Jack -Open 4 1 Job Reference factional East Cgost Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 201S MI I ek Industries, Inc, wed Oct 14 11:53z8 2015 rage i ID:aA4jeyD7UiV5_gRcVtsE ItyTXKA-SNYJ3IwS8h2WFd1 Q6L9nWnE6v8vNAw2kJB7p_3yTWe5 2-0-0 1-0.0 as d 0 Scale = 1:8.3 Plate Offs is KY) — 2:0-0-6 0-0-0 LOADING', psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL Q.Q Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 nla ri BCDL 0.0 Code FBC20141TP12007 (Matrix-M) Weight: 7 lb FT = 0% LUMBER. ! BRACING- TOP CHO 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHO 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer s allation nuide, REACTION (lb/size) 3=0/Mechanical, 4=199/Mechanical Max Horz 3=-614(LC 8), 4=712(LC 8) Max Uplift4=-235(LC 8) Max Grav4=199(LC 1) FORCES. ( ) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-568/442 BOT CHORC 2-4=-480/712 NOTES- I 1) Wind: ASOE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; En I., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip L=1.60 2) As requestd, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibil of the fabricator to increase plate sizes to account for these factors. 3) Plates the ed for a plus or minus 0 degree rotation about its center. 4) This truss tt been designed for 10.0 bottom chord live load with any other live loads, SF••, 2j �� s a psf nonconcurrent ti� ,••�,� 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between a bottom chord and any other members. NO 39380 6) Refer to gIT r(s) for truss to truss connections. r'*~ 7) Provide me anical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=235. plate "Semi 8) -rigid tchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. : r S/O N A� Thomas A. Mani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2016 WARNING • Ver design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for us' only with MITek® connectors. This design Is based any upon parameters shown, and Is for an individual building component, not a truss system. Bet a use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. B ' cing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing • WOW is always required r stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storog' ,delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information vallable ham Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 4 Job Truss Truss Type Qty Ply Goulet ResJGarage/Gameroom T7523637 29595 -CJ3 Jack -Open 6 1 Job eee ce o do a East Tst Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITeK Industries, Inc. Wee Oct 14 11:53:2ti Lu10 raga 1 II ID:aA4jeyD7UiV5_gRcVlsEltyTXKA-SNYJ3lwS6h2WFd1Q6L9nWnE6v8 2Aw2kJB7p 3yTWe5 2.0.0 3-D-0 Scale = 1:12.6 LOADING sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 4-7 >999 180 BCLL I0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 1P.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHOR 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHOR 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer sallation (lb/size) 3=57/Mechanical, 2=275/0-8-0, 4=22/Mechanical Max Horz 2=145(LC 8) Max Uplift3=-45(LC 8), 2=236(LC 8) Max Grav 3=57(LC 1), 2=275(LC 1), 4=43(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enc GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip D L=1.60 2) Plates chec ad for a plus or minus 0 degree rotation about its center. 3) This truss h 's been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between t e bottom chord and any other members. 5) Refer to gird r(s) for truss to truss connections. 6) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joints) 3 except Qt=lb) 2=233 7) "Semi -rigid p chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - verlr �les/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PA GE Mll-7473 rev. 10/03/2015 BEFORE USE, Design volid for use my will Wake connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Be_ use- the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bra ing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required to ability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, elivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component Safety Information tillable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. '0t111111.11111#.,. I MPS No 39380. Z ST.A E r • fv AI 1101 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 11t Job Truss Truss Type Qty Goulet Res./Garage/Gameroom T7523638 29595 -CJ3A Jack -Open 2 JPly 1 ,)ob Reference olio ai i.,,. wed n.' 1d 11•F39G 9n15 Pane 1 East O al Truss, m. hgerce, I-L J4940 -'- ''- - -- ID:aA4jeyD?UiV5_gRcVtsE ItyTXKA-wZ6iHex4v_ANtncdg3gO3_nFIYBwvLEuXrsMXVyTWe4 -2-0.0 i 3.0.0 , 2.0.0 3.0.0 Scale=1:12.6 LOADING sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 0.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.00 6 n/r 120 TCDL 0.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.01 6 n/r 120 BCLL I0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 n/a n/a BCDL p.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP GHOR, 2x4 SP No.3 BOT CHOR 2x4 SP No.3 WEBS 2x4 SP No.3 (Ib/size) 4=0/Mechanical, 5=355/Mechanical Max Horz 4=-681(LC 8), 5=826(LC 8) Max Uplift5=-395(LC 8) Max Grav 5=355(LC 1) FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=810/714, 3-4=-630/563 BOT CHORD 2Z611/826, 5-6=-611/826 WEBS 3-6=-413/446 NOTES- 1) Wind: ASC' Exp C; Enc plate grip D 2) Plates chec 3) This truss t 4) ' This truss fit between 5) Refer to gir 6) Provide me 7) "Semi -rigid PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 L=1.60 -d for a plus or minus 0 degree rotation about its center. I een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will bottom chord and any other members. (s) for truss to truss connection§. nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=395. hbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %,,,PS' A. q4 fff , I No 39380 �J i, O N A� ��**% ��� Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2016 ® WARNING - VerJry,II,1Iwign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use {tnly with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Befor use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall E• building design. Bra Ing indicated h to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required I. rttabllity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, elivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 .a I Job Truss Truss Type Qty Ply Goulet Res.lGaragelGameroom T7523639 29595 ^CJS Jack -Open 7 1 Job ference o 'o al East Co 1 Truss, Ft. Pierce, FL 34946 r.tiau s sep zu zuio mi i eK industries, um. Wa6 vu 14 11.53.23 cu w ray& , I D: aA4j eyD7U iV5_gRcVlsE ItyTXKA-wZ6i Hex4v_AN tncdg3gO3_n HvYGM vN IuXrsMXVyT We4 i -2-0-0 5.0-0 2-0.0 5.0.0 Scale = 1:16.7 LOADING sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 0.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL b,0 Code FBC2014/TPI2007 (Matrix-S) Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHOR 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHOR 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. NOTES' 1) Wind: ASC Exp C; Eno plate grip C 2) As request( responsibili 3) Plates chec 4) This truss h 5) ' This truss fit between 6) Refer to gin 7) Provide me 2=262. 8) This truss d sheetrock b (lb/size) 3=109/Mechanical, 2=363/0-8-0, 4=43/Mechanical Max Horz 2=194(LC 8) Max Qpllft3=-96(LC 8), 2=262(LC 8) Max Grav 3=109(LC 1), 2=363(LC 1), 4=74(LC 3) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 L=1.60 , plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the of the fabricator to increase plate sizes to account for these factors. :d for a plus or minus 0 degree rotation about its center. s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will e bottom chord and any other members. lr(s) for truss to truss connections. ianical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) tires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/V gypsum directly to the bottom chord. WARNING - Verb' design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for us only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Bef e use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. B cing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required f' r stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storag delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Inlormallon valloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ``,tt�t111111/��,,, ��� <�� •' G E N.S v� •��. F / � v No 39380 • ���� . C p R 1 p• • �N,�. F' Thomas A. Aibanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2016 ' M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 il' Job Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom T7523640 29595 -GJ5A Jack -Open 1 1 Job e e e ce io East Colit Truss, Ft. Pierce, FL 34946 /.ti4u s sep 29 20io io r mma ex auses, Inc. vvea uw i i ao.302015 rage , ID:aA4jeyD7UiV5_gRcVlsEltyTXKA-Omg4UzxigllEUxBpDmBFcCJMdySyepcl mVcw3xyTWe3 2-0-0 5-0.0 Scale = 1:16.7 Plate Offse's (X Y)-- I2:0-0-6 Edoel LOADING ( sf) SPACING- 2-0-0 CSI, DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL .0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.01 5-6 >999 240 MT20 244/190 TCDL .0 Lumber DOL 1.25 BC 0.90 Vert(TL) 0.01 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(TL) 0.11 4 n/a n/a BCDL 1 .0 Code FBC2014/TPI2007 (Matrix-S) Weight: 21 lb FT = 0% LLIMBER- II, BRACING - TOP CHOR 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHOR 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer s I t' REACTIONS'' (lb/size) 4=-104/Mechanical, 5=-132/Mechanical, 6=750/0-8-0 Max Horz 6=194(LC 8) Max Uplift4=-104(LC 1), 5=-132(LC 1), 6=-764(LC 8) Max Grav 4=112(LC 8), 5=160(LC 8), 6=750(LC 1) FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-414/417 NOTES- 1) Wind: ASC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip D L=1.60 2) As requeste, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the ,��ti i 1111 respgnsibilit of the fabricator to Increase plate sizes to account for these factors. %%% S A. 3) Plates chec d for a plus or minus 0 degree rotation about its center. %`0�1P` G .14 4) This truss h been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .� ,•• E N '9 5) • This truss s been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� ,• �,� SF�•, 2, ��� fit between t bottom chord and any other members. i 6) Refer to gird (s) for truss to truss connections. a NO 39380 _. 7) Provide mec nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=104, " k •; ~S 5=132, 6=76,, 8) This truss des gn.requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum -O �� j sheetrock bet, pplied directly to the bottom chord. S_T,.A f /. .0" O R' O, 'C �S • , ';'is '0 N A1- Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Ili Date: October 14,2016 ®WARNING . Verrly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for usel', my with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not �• a truss system. Befoe. use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Br Ing Indicated is to prevent buckling of individual truss web and/or chordmembersonly. Additional temporary and permanent bracing WOW Is always required f I stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage idelivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information qr ailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336110 I II Job Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom n5z3sa1 29595 -EJ1 Jack -Open 3 1Job Reference (optional East C044t Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2016 MI7eK Industries, Inc. wee OCI 14 ii:aa:3u 2ui 6 raga i I D:aA4jeyD7UiV5_gRcVlsEltyTXKA-Omg4Uzxig II EUxBpDm BFcCJSOyfKegY1 mVrw3xyTWe3 1-8-0 1-B-0 1-8-0 1-e-0 LOADING (' sf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 0.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.00 7 >999 240 TCDL 0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 7 >999 180 BCLL .0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BODL .0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHOR 2x4 SP No.3 BOT CHOR 2x4 SP No.3 FORCES, NOTES- 1) Wind: AS Exp C; Ei plate grip 2) As reque: 3) Plates chec 4) This truss h 5) • This truss fit between 6) Refer to gin 7) Provide me 2=249. 8) "Semi -rigid (lb/size) 3=15/Mechanical, 2=240/0-8-0, 4=-2/Mechanical Max Horz 2=114(LC 8) Max Uplift3=-12(LC 5), 2= 249(LC 8), 4=-2(LC 1) Max Grav 3=18(LC 13), 2=240(LC 1), 4=28(LC 8) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.7 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 L=1.60 plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the of the fabricator to increase plate sizes to account for these factors. ad for a plus or minus 0 degree rotation about its center. s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will e bottom chord and any other members. r(s) for truss to truss connections. lanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 4 except (jt=lb) including heels" Member end fixity model was used in the analysis and design of this truss. tliuurrtil,, No 39380. '0 . r . ••�O•R�O•• \�,�. N A1- �?% �rrrnrtl+� Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 14,2016 WARNING . Veri design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for us my with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Bef use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MOW building design. Br cing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " OW Is always required f stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storag , delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 V Job i Truss Truss Type City Ply Goulet Res./Garage/Gameroom T7523642 29595 -EJb Jack -Open 7 1 Job Re erence o tonal East Tat Truss, - Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Wed Oct 14 11:53:31 2015 Page 1 ID:aA4jeyD?UY5_gRcVtsE ItyTXKA-syESiJyKRcQ565m?nUiU8PsdPMxnNHnB?9LTbNyTWe2 -2-0.0 5-6-0 i 2-0.0 5-6-0 Scale=1:17.7 u 5-6-0 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 0.0 Code FBC2014/TP12007 (Matrix-S) Weight: 20 lb FT = 0% LUMBER-' BRACING - TOP Cl-O D 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHO D 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing I be Installed during truss erection, in accordance with Stabilizer Installation Quide. FORCES. NOTES- 1) Wind: AS Exp C; EI plate grip 2) As reque: 3) Plates chi 4) This truss 5) ` This tru: fit betwee 6) Refer to g 7) Provide IT 2=271. 8) This truss sheetrock (lb/size) 3=1 21 /Mechanical, 2=387/0-8-0, 4=47/Mechanical Max Horz 2=206(LC 8) Max Uplift3=-107(LC 8), 2=-271(LC 8) Max Grav3=121(LC 1), 2=387(LC 1), 4=82(LC 3) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 L=1.60 plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the of the fabricator to increase plate sizes to account for these factors. sd for a plus or minus 0 degree rotation about its center. s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will e bottom chord and any other members. r(s) for truss to truss connections. ianical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, sign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''M" gypsum applied directly to the bottom chord. ,111111I11111►►/ .��o'ONS A e •'9 y i NO 39380 :S TA E-41 ►►111111111 Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 A WARNING - Veryry( y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PA GE Mll-7473 rev. 1010312015 BEFORE USE. ��' Design valid for uS' only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Be re use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. B' cing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required / r stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stora delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 I Job Truss Truss Type Qty Ply Goulet Res.IGaragelGameraom T7523643 29595 it -E47 Jack -Open 3 1 job Reference (optional East Cod ,$t Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Incustna es, Inc. Wed o14 11:53:31 zuia rage 1 II ID:aA4jeyD7UiV5_gRcVtsEltyTXKA-syESiJyKRcQ565m7nUiU8PsZgMtvNHnB79LTbNyTWe2 2.0.0 7-0.0 Scale = 1:20.7 LOADING sf) SPACING- 2-0-0 CS], DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TC,DL 0.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.17 4-7 >504 180 BCLL !I0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL .0 Code FBC2014/TPI2007 (Matrix-S) Weight: 25 lb FT = 0% LUMBER- E RACING - TOP CH04 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHOR 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing II be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. NOTES- 1) Wind: AS Exp C; Ei plate grip 2) As reque: 3) Plates chec 4) This truss h 5) • This truss fit between 6) Refer to gin 7) Provide me 2=299. 8) This truss d sheetrock b (lb/size) 3=157/Mechanical, 2=459/0-8-0, 4=59/Mechanical Max Horz 2=242(LC 8) Max Uplift3=-141(LC 8), 2=-299(LC 8) Max Grav3=157(LC 1), 2=459(LC 1), 4=105(LC 3) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. Il; GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 )L=1.60 1, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the r of the fabricator to increase plate sizes to account for these factors. ed for a plus or minus 0 degree rotation about its center. s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will e bottom chord and any other members. .Tr(s) for truss to truss connections. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=141, sires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %]" gypsum directly to the bottom chord. 1t111IIItlot .%%% SAS A A<6 ` •DENS •� �', No 39380 ••'.�_ � ant► Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 WARNING - Ver design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIL7473 rev. 1010312015 BEFORE USE. Design valid for us my with MTekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Bel use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall p�' building design. Br I Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek• Is always required i stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storog delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. safety Information vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom T7523644 Fobs -HJ1 Diagonal Hip Girder 1 1 o e e e ce o 'ono East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITeK Industries, Inc. wed Oct 14 11:5:5:3z zu15 rage 1 ID:aA4jeyD7UY5_gRcVtsEltyTXKA-LBogvfzyCvYykELCLBDjhdOkRlGd6k1 KEp507gyTWe1 -2-9.15 2-3-9 i 2-9-15 2-3.9 Scale = 1:10.4 Plate Offsets X Y — 2:0-2-12 Ed a 3:0-3-13 0-6-3 LOADING Rsf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP 0.0 TCLL 21.00 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.01 5 >404 240 MT20 2441190 TCDLLumber DOL 1.25 BC 0.44 Vert(TL) 0.01 5 >458 180 BCLL 'Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL .0 Code FBC20141TP12007 (Matrix-M) Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHOR 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins, except BOT CHOR 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS' (lb/size) 4=0/Mechanical, 6=691/Mechanical Max Harz 4=-1482(LC 8). 6=1564(LC 8) Max Uplift6=-759(LC 8) Max Grav6=691(LC 1) FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1586/1349, 3-4=-1423/1198, 3-6=-545/614 BOT CHORD' 2-10=-1249/1580, 6-10=-1249/1580 NOTES- 1) Wind: ASC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; 6=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl' GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip D L=1.60 2) Plates checiled for a plus or minus 0 degree rotation about its center. ����� S A, �P q(e 3) This truss h s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) ' This truss Nas been designed for live load 20.Opsf the bottom In ,`� C E N SAC`•. ��ij �i= �� �� a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ••+\,� fit between t e bochord and any other members. ottfom 5) Refer to gird r(s) r truss to truss connections. No 39380 6) Provide mec anical connectlon (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gt=1b) 6=759. 7) "Semi -rigid p chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or' Cher connection device(s) shall be provided sufficient to support concentrated load(s) 171 Ito down and 263 lb up at 1.3-15, and 1 lbdown and 263 lb up at 1-3-15 on bottom chord. The design/selection of such connection device(s) is the �sr responsibility, f others. /ar Ls 9) in the LOAD ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).;•• R , 0• •` \��� Standard 1) Dead +R Roof ve(balanced): Lumber S��jV Increase=1.25, Plate Increase=1.25 Uniform Load, ft1����l�lrlft (plf) Vert:-3=-60, 3-4=-60, 5-7=-20 Thomas A. Alban) PE No.39380 Concentrated oads (lb) 10=-341(F=-171, MITek USA, Inc. FL Cert 6634 Vert: 8=-171) 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 A WARNING - Ver(� design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. " Design valid for us only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Bef � use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Br ding Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required f � r stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storag delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type Qty Ply Goulat Res./Garage/Gameroom T7523645 29595 �Truss -HJ5 Diagonal Hip Girder 1 1 Job Refere ce o 'anal East Truss, Ft. Pierce, FL 34946 1.6au s sep za zuio mu UK mcusmes, mc. vvea — w 1 roo.ao av w rayo 1 ID:aA4jeyD7UiV5_gRcVtsEltyTXKA-pKMC77 azDgpLOwOvulyDgxvB9exrAdUSTgagGyTWeO -2-9.15 4-1-13 7-8-9 2.9-15 4 1 13 -- 3-6-12 Scale=1:20.7 3x4 II Plate Of sets (X Y)-- 1`2:0-1-4 Edgel I4:0-3-0.0-0-81 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.04 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.04 7-10 >999 180 BCLL 1 0.0 ' Rep Stress [nor NO WB 0.11 Horz(TL) 0.01 6 n/a n/a BCOL 1 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 37 lb FT = 0% LUMBER 1 BRACING - TOP CHO I D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except BOT CHO, 0 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide, REACTIO S. (lb/size) 4=126/Mechanical, 2=350/0.10-15, 6=168/Mechanical Max Horz 2=187(LC 23) Max Uplift4=-180(LC 7), 2=-288(LC 8), 6=-59(LC 6) Max Grav 4=142(LC 24), 2=444(LC 28), 6=203(LC 24) FORCES. lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOf�D 2-11=-501/210, 3-11=-456/207 BOT CHOR 2-13=-214/446, 7-13=-214/446, 7-14=-214/446, 6-14=-214/446 WEBS 3-6=-420/177 I NOTES- 1) Wind: AS E 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; 11111111/ Exp C; E 'CI., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 ,`�1�1 plate grip OL=1.60 ♦♦� O�P 2) Plates ch ked for a plus or minus 0 degree rotation about its center. has ♦ \ q2 ��••�, C E N SSG`••.• 3) This truss been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ 4) • This trus has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit betwee the bottom chord and any other members. No 39380. •; 5) Refer to gi er(s) for truss to truss connections. "* r 6 Provide m chanical connection (by others of truss to bearing late capable of withstanding 100 lb uplift at joint(s) 6 except 't—lb 4=180� 2=288. •. Z •. 7 "Semi-r( i g itchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. $ ZA E 8 Gapbetwe n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.4l 9) Hanger(sj other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 105 lb up at 1-3-15, 11 Ib down and 105 lb u at 1-3-15, 98 lb down and 77 lb up at 4-1-14, 98 lb down and 77 lb up at 4-1-14, and 123 lb down �,��ti z. O•••. `�♦♦� and 12t1 3 lb down and lb down 6-11-13 on top rup down dlb ,��lISS�O and 64 lb u at a d 22 lb up at741 -14, 22 lb down and 22 lbat 3-15, 22 lb do atd4 1 1b4, and 32down and 16 lb up at N A1- ���`,`♦ 11/j11111111�� and 32 lb d n and 16 lb up at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Thomas A. Albani PE No:39380 10) In the LO� CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(9) Standard Date: II October 14,2015 AWARNING - V#Iry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,7I1.7473 rev. 1010312015 BEFORE USE. Design valid for a only with MITek@ connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. B ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. racing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always require for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, star e, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatio available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Ili Job Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom T7523645 29595 -HJS Diagonal Hip Girder 1 1 Job Reference o f ona East Coast Truss, Ft. Pierce, FL: 946 /.b4U a Jep Ze ZU10 MI IeK Inuusuiv5, Inc. vvea uui i4 i i.65.55 ce,a r'ayo c ID:aA4jeyD7UIV5_gRcVtsEltyTXKA-pKMC77 azDgpLOwOvulyDgxvB9exrAdUSTgagGyTWeO ASE(S) Standard + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 m Loads (plf) Vert: 1-4=-60, 5-8=-20 antrated Loads (lb) Vert: 3=55(F=27, B=27) 7=12(F=6, B=6) 11=65(F=33, B=33) 12=-48(F=-24, B=-24) 13=72(F=36, 13=36) 14=-29(F=-14, B=-14) WARNING - Ve desi n aramerers and READ NOTES ON THIS AND INCLUDED MI E RE G a ((Y 8 P i K FERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for ut, only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Betf reuse, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall ��i111YYY building design, acing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stora ,delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. salety Information I available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 • Job Truss Truss Type Qty Ply Goulet Res./Garage/Gameroom 77523646 29595 -HJ5A Diagonal Hip Girder 1 1 Job Reference (optional East CoI Truss, Ft. Pierce, FL 34946 7,540 s Sep 29 2015 Mi i ek industries, c. Wed Oct 14 i i'5133 2015 Page 1 ID:aA4jeyD7UiV5_gRcVtsEltyTXKA-pKMC77_azDgpLOwOvulyDgxrL9ULr?cUSTgagGyTW90 -2.9-15 i 4.1-13 4-7.13 , 7-8-9 2-9.15 4.1.13 0-6-0 3.0-12 3x4 II C�I Scale = 1:20.7 Plate Offse s (X Y)-- f2:0-214 0-0-21 (4:0-3-0 0-0-81 LOADING sf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.04 6-7 >882 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.03 6-7 >982 180 BCLL !10.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.03 4 n/a n/a BCDL p.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 37 lb FT = 0% LUMBER- j BRACING - TOP CHOR 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except BOT CHOR 2x4 SP No .2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-6-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTION (lb/size) 4=-32/Mechanical, 7=2425/0-11-5, 6=1069/Mechanical Max Horz 7=187(LC 7) Max Upiift4=-124(LC 13), 7=-2625(LC 8), 6=-1069(LC 1) Max Grav 4=209(LC 24), 7=2425(LC 1), 6=1133(LC 8) I) FORCES. (I -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2263/2041 BOT CHORD i 2-12=-1902/2258, 12-13=-1902/2258, 7-13=-1902/2258, 7-14=-1902/2163, 6-14=-1902/2163 WEBS 3-7=-1876/2034, 3-6=-2363/2130 NOTES- 1) Exn CAEncl GC SC PFO.118; MWFRS directional); cantilever eve eft and fight exposed O6 ennd vertical left and right exposed; ed; Lumber DOL t1I60 P P- (directional); 99 P "11/111111111� ���,, p:S A. .14 �v 0 • e •• plate grip D L=1.60 � G E•N s' �2. ♦♦ 2) Plates chec ed for a plus or minus 0 degree rotation about its center. ••• �, �•••• / ♦♦ 3) This truss h s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss ' ' as been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will No 39380 fit between t e bottom chord and any other members. 5) Refer to gird r(s) for truss to truss connections. 6) Provide mac anical connection (by others) of truss to bearing capable of withstanding 100 Ito uplift at joints) except Ut=lb) 4=124, plate 7=26256=1 69. �. : TA r E/.,• 7) "Semi -rigid p, chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,. .., t -- 8) This truss hat large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement the bearin Building designer for indicated. 40' O N�`�� ♦j� 0 R i at s. must provide uplift reactions 9) Gap betwee inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • • • • ' • • i� SS 10) Hanger(s) other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 189 lb up at j �` �/)NA- �r�1111111111� 6-11-13, an 1123 lb down and 127 lb up at 6-11-13 on top chord, and 171 Ito down and 263 lb up at 1-3-15, 171 lb down and 263 lb up at 1-3-15, 317 lb down and 423 lb up at 4-1-14, and 152 lb down and 160 lb up at 6-11-13, and 32 Ito down and 16 lb up at 6-11-13 Thomas A. Albans PE No:39380 on bottom cl� lord. The design/selection of such connection device(s) is the responsibility of others. MITek USA, Inc. FL Cert 6634 11) In the LOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S)I,IStandard Date: October 14,2015 ® WARNING - Varl � design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev, 1010312015 BEFORE USE. Design valid for us only with MnekD connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Betivallable use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' building design. Bcing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storagdelivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet Res./GeragelGameroom T7523646 295% I -HJ5A Diagonal Hip Girder t 1 Job Reference (optional) Iasi 49asr r russ. M. rnerce, rr. aaaao 9E(S) Standard Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Loads (plo Vert: 1-4=-60, 5-8=-20 rated Loads (lb) Vert: 11=50(F=-24, B=75) 12=-341(F=-171, B=-171) 13=-327(B) 14=64(F=-14, B=78) ID:aA4jeyD7UiV5_gRcVtsEltyTXKA-HXvbKL DkXogzYVaScGBm2U05ZgaaSsdh7a7CiyTWe7 A WARNING - 11.4 design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,7I1-7479 rev. 10/03/2015 BEFORE USE. Design valid for us only with MTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Bero use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�• building design. Br cing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required fo lability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storag delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 it Job Truss Truss Type City Ply Goulet Res./GeragelGameroam it T7523647 29595 ^HJ7 Diagonal Hip Girder 2 1 Job Reference optional) East co 51 1 russ, m. vierce, rL 34s46 "-' s oep a a, nu, on!' n , ,uv",e•, a -,. ., ,., , ..y., , I D: aA4jeyD7U NS_gRcVlsE ItyTXKA-HXvbKL—DkXo gzYVaScG Bm 2U4xZzFabudh7a7C iyT We7 -2-9-15 5-2-9 9-10-1 2-9-15 5-2-9 4.7-8 Scale=1:23.7 3x4 II 529 — -� - -- 4-78 Plate Offseis (X.Y)— f2:0-1-4 Edael 14:0-3-0.0-0-81 LOADING l so SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL .0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.06 7-10 >999 180 BCLL .0 t Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 6 n/a n/a BCDL .0 Code FBC2014ITP12007 (Matrix-M) Weight: 47 lb FT = 0% LUMBER- 1,1 BRACING - TOP CHORE, 2x4 SP No.2 TOP CHORD SOT CHORI) 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS (lb/size) 4=133/Mechanical, 2=43410-10-15, 6=246/Mechanical Max Horz 2=232(LC 23) Max Upljft4=-110(LC 5), 2=-326(LC 8), 6=-97(LC 5) Max Grav 4=133(LC 1), 2=528(LC 28), 6=256(LC 3) FORCES. (Ib - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-716/351, 11-12=-677/333, 3-12=-643/312 BOT CHORD 2-14=-365/590, 14-15=-365/590, 7-15=-365/590, 7-16=-365/590, 6-16=-365/590 WEBS 1 3-6=-574/305 Structural wood sheathing directly applied or 4-10-4 oc purlins, except end verticals. Rigid ceiling directly applied or 9-8-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Wind: ASC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 ♦♦♦1S A plate grip D� =1.60 �♦ of 2) Plates check d for a plus or minus 0 degree rotation about its center. �� 0 3) This truss ha been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ��� �� •• �,� G E N SF�•. 4) • This truss h�s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will i fit between thlQl bottom chord and any other members, No 39380 , 5) Refer to girddf(s) for truss to truss connections. 7t •, 6) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 4=110- — , 2=326. /•� 7) "Semi -rigid pj hbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. E �,L 8) Gap between ' side of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. % (V 9) Hanger(s) or her connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 105 lb up at �� ✓�.' O • ��,- 1-3-15, 116 Ib own and 105 lb up at 1-3-15, 98 lb down and 77 lb up at 4-1-14, 98 lb down and 77 lb up at 4-1-14, and 123 lb down ���� ••.• 0 R 1 and 127 lb t lb up at B-11-13 on top and 64 Ib up a 1 3_15�22 lb down I nd 22 lb up at741 chord, -14, 22 Ib down and 22 lbup at 4 1 1b4, and 32down dlb down and 16 Ib up at t 1611-13, i���/S�O N AL �` ` ♦`, and 32 Ib dow and 16 lb up at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of �illif I it % others. Thomas A. Albans PE No.39380 10) In the LOAD ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Welk USA, Inc. FL Cert 6634 LOAD CASE(S) I tandard 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 ® WARNING - Verity 11 dessign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7477 rev. 10/0312015 BEFORE USE. Design valid for use only with MfTekV connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Befor `use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bra ing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required fo �Iabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, elivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information a foilable from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet ResJGarage/Gameroom T7523647 'I,"-HJ7 I Diagonal Hip Girder 2 1 Job Reference o tonal East O,past Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITeK Industries, Inc. Weal Oct 14 11:53:34 2U15 Fage Z I D:aA4jeyD?UYS_gRcVtsEltyTXKA-HXvbKL_DkXogzYVaScGBm2U4xZzFabudh7a7CiyTWe? CASE(S) Standard d + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 arm Loads (plf) Vert: 1-4=60, 5-8=-20 entrated Loads (lb) Vert: 11=65(F=33, B=33) 12=55(F=27, B=27) 13=48(F=24, B=-24) 14=72(F=36, 13=36) 15=12(F=6, B=6) 16=-29(F=14, B=-14) ® WARNING - Veril design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ��*�� Design valid for us only with M7ekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not i.�pi a truss rystem. Bef use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Br ctng Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required f stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storagJJ delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 I Job Truss Truss Type City Ply Goulet Res./Garage/Gameroom T7523648 29595 I AO1G Hip Girder 1 1 o Reference (optional) easy cgasr i russ, rt. merce, rL 441M -2-0-0 7-0-0 2-a0 7-0.0 LOADING TCLL TCDL BCLL BCDL LUMBER - TOP CHOI BOT CHOI WEBS 2 3x4 = 5.00 12 3.8-0 4x4 = 3 16 9 17 3x4 = r.o4v s aep [a cv ro mi i eR rnuusuros, mc. vveu w, w i i. � <�,u yc , I D:aA4jeyD7UiV5_gRcVlsE IIyTXKA-IjTzXh7rVgwXbi4mOJnQJFOGczDrJ3umwnJhk9j 17-8-0 1 19.8.0 7-0.0 4x8 = 4 5 8 7 3x4 = 3x4 = 1x4 II Y)- i4:0-5-4.0-2-01 SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud Plate Grip DOL 1.25 TC 0.61 Ver-I 0.10 7-9 >999 240 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.19 7-15 >999 180 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.06 5 n1a n/a Code FBC2014rrP12007 (Matrix-M) 2x4 SP No.2 2x4 SP No.2 2x4 SP No.3 FORCES. (I') TOP CHOR BOT CHORDI WEBS I NOTES- 1) Unbalanced 2) Wind: ASC Exp C; End plate grip D 3) Provide ade 4) Plates chec� 5) This truss h 6) ' This truss fit between t 7) Provide mec 5=740. 8) "Semi -rigid p 9) Hanger(s) or and 146 lb d 7-0-0, and 6 connection d 10) In the LOAD LOAD CASES; 1) Dead + Roof Uniform Load Vert: 2-0-D Scale = 1:36.2 PLATES GRIP MT20 244/190 Weight: 75 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer oguide. (lb/size) 2=1249/0-8-0, 5=1249/0-8-0 Max Harz 2=-107(LC 23) Max Uplift2=-740(LC 8), 5=-740(LC 8) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3=2144/1091, 3-16=-1 920/1065, 4-16=1 920/1065, 4-5=-2143/1091 2-9=-817/1902,9-17=-821/1919,8-17=-821/1919,7-8=-821/1919, 5-7=-818/1901 3-9=-72/486, 4-7=-63/485 roof live loads have been considered for this design. 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; 5 IGCpii-00 .18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 uate drainage to prevent water ponding. �Q�PS A A(� d for a plus or minus 0 degree rotation about its center. �� ,••�G'E N S' •, q2 �� been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� ,• �, �C`�•,� s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will i bottom chord and any other members, No 39380 anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=740, - "7k • T chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .fl , . - " they connection device(s) shall be provided sufficient to support concentrated load(s) 146 Ib down and 163 lb up at 7-0-0, + n and 163 lb up at 8-10-0, and 146 lb down and 163 lb up at 10-8-0 on top chord, and 266 lb down and 129 lb up at -� TA E L� b down and 3 lb up at 8-10-0, and 266 lb down and 129 lb up at 10-7-4 on bottom chord. The design/selection of such •' �� ice(s) is the responsibility of others. ��j R'i IFASE(S) section, loads applied to the face of the truss are noted as front (F) or back 1 -*01/ sts� •' • •"� �\ � % (balanced): Lumber Increase=1.25, Plate Increase=1.25 D -60, 3-4=-60, 4-6=-60, 10-13=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 14,2015 WARNING - Vertfy l design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for uselbnly with Mil ea connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Befo o use, the building designer must verify the applicability o' design parameters and property Incorporate this design into the overall building design. 8r9 mg indicated is to prevent buck9ng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage elivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information oVailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 (balanced): Lumber Increase=1.25, Plate Increase=1.25 D -60, 3-4=-60, 4-6=-60, 10-13=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 14,2015 WARNING - Vertfy l design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for uselbnly with Mil ea connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Befo o use, the building designer must verify the applicability o' design parameters and property Incorporate this design into the overall building design. 8r9 mg indicated is to prevent buck9ng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage elivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information oVailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 h Job Truss Truss Type Qty Ply Goulet ResJGarage/Gameroom T7523648 29595 'I A01G Hip Girder 1 1 Job Reference o ti al East CQBst Truss, Ft. Pierce, FL 34946 LOADPASE(S) Standard Con nitrated Loads (lb) Vert: 3=-97(F) 4=-97(F) 9=-257(F) 7=-257(F) 16=-97(F) 17=-39(F) r.owa s aep [y cv a mi i eR uwwmna, uw, vv a ,+ ,.w. age' I D:aA4jeyD7UiV5_gRcVlsEIIyTXKA-IjTzXh7rVgwXbi4mOJnQJFOGczDrJ3umwnJhk9yTWe_ WARNING -'a'4� esfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use my with M1Tek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Befor� use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � of building design. Bra. ing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required f stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, elivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information q; ailable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet Res./GaragelGamer00 T7523649 28595 I A02 Common 2 1 o Reference (Optional east cpasi 1 russ, rt. Mrce, rL s4a40 2-0.0 - 4.8.14 5.00 12 2 $I 3x4 = a ova<v <v iu nw on umumuv�, �uu. ID:aA4jeyD7UiV5_gRcVlsEltyTXKA-Dvl LI10TG82NCsezal IfrTZWGNav2WPw8Q3EFbyTWdz 1.10.0 12-11-2 i 17.8.0 _ 19-8-0 i 4.1-2 4-1-2 4-8-14 2-0.0 ' Scale = 1:35.6 4x4 = 4 34\\154 i 9 8 3x8 = 3x4 = 3x4 = 6 7 I$ I,I r 8-10.0 17-8-0 r 8-10.0 8-1D-0 _ Plate Offset (X,Y)- 12:0-2-O.Edcel 16:0-2-0 Edoel LOADING (, sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL .0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.08 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.21 9-15 >999 180 BCLL Ib.O • Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a n1a BQDL 1�.0 Code FBC2014/iPI2007 (Matrix-S) Weight: 80 lb FT = 0% LUMBER- BRACING - TOP CHORDI 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation REACTIONS.(Ib/size) 6=827/0-8-0, 2=827/0-8-0 Max Horz 2=-129(LC 6) Max Uplift6=-508(LC 8), 2=-508(LC 8) FORCES. (lb - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1231/659, 3-4=-931/492, 4-5=-9311492, 5-6=-1231/659 BOT CHORD 2-9=459/1095, 8-9=459/1095, 6-8=459/1095 WEBS 4-9=1681442, 5-9=-327/273, 3-9=-327/273 NOTES- 1) Unbalanced pof live loads have been considered for this design. 2) Wind: ASCE I'-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., I IGCpi=0.18, MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 111111,7 / j plate grip D0�=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. �Q�PS A A(e'2� 4) This truss hasl�een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `� •' 0 E N 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� .•�,� SF�•. fit between tha lbottom chord and any other members. i 6) Provide mech if ical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 6=508, NO 39380 2=508.7) This truss desrequires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %° gypsum �' sheetrock be ap lied directly to the bottom chord. X : • -ST- '� id� Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 WARNING -Verify de I ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use onV with Mnek® connectors. This design is based any 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. Bracin indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for sl bilily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, d I very, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information oval able from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet ResJGarage/Gameroom T7523650 29595 I A03 Common , 1 - Job Reference o do a Inn-MI1411•53:37gnu Panel ease E IN55, N. Ylerce, rL 6aeea ,..nv 3vQp .. ..--•-. -_._ . ID:aA4jeyD7UiV5_gRcVtsE IIyTXKA-h6bjyN 151 SAEgOD98kpuOg6hOmw2nze3N4onol yTWdy -2-0.0 4-8.14 8-10.0 12-11.2 17.8.0 II 2-D-0 4.8.14 4.1.2 4-1-2 4-8-14 Scale = 1:33.8 5.o0 12 1x4 3 i 04 = 4 1x4 5 2 .51 8 7 3%4 = 3x8 = 3x4 = 3x4 = 8-10.0 17-8-0 8-10-0 8-10-0 Plate Offset (X Y)- I2.0-2-0 Edoel 16.0-2-0 Edgel LOADING (I sf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL �0.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.08 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.22 8-11 >972 180 BCLL d .0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a nla BCDL 1�.0 Code FBC2014rrP12007 (Matrix-S) Weight: 77 lb FT = 0% LUMBER- BRACING- TqP CHORII 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORDI' 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 6=70410-8-0, 2=829/0-8-0 Max Horz 2=131(LC 7) Max Uplift6=-351(LC 8). 2=-511(LC 8) FORCES. (lb - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1239/667, 3-4=-938/501, 4-5=-939/502, 5-6=-1248/680 BOT CHORD 2-8=-540/1102, 7-8=-556/1114, 6-7=556/1114 WEBS 4-8=-177/445, 5-8=-341/289, 3-8=-327/272 NOTES- 1) Unbalanced rgof live loads have been considered for this design. 2) Wind: ASCE Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; �10; Exp C; Encl., Cpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and'right exposed; Lumber DOL=1.60 plate grip DOL ,1 1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. A ��� �N . B,9�1 ��� 4) This truss has�een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' bottom in 3-6-0 tall by 2-0-0 wide will ��� C E N S' • O F••.� Yj 5) This truss haAbeen designed for a live load of 20.Opsf on the chord all areas where a rectangle �� �,� �� fit between they ottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at Joint(s) except (Jt=lb) 6=351, No 3 938 0 plate 2=511.•.y 7) This truss desit� requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %, gypsum - sheetrock be ap -•"� T lied directly to the bottom chord. -0 ; - E TA �i ♦ / f0NA��`�. Illlnl�� Thomas A. Albans PE No.39380 WelkUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 ® WARNING - Verify d ICI gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use on with Mnek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not my a truss system. Before u the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Brocin Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for sl filly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, de ery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component East 6904 Parke East Blvd. Parke Safety Information ova , ble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, P , Job ss Truss Type Qty Ply Goulet ResJGarage/Gameroom T7523651 29595 ITu A04 Roof Special Girder 1 1 Job eee ce o do a East ast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Oct 14 11:53:38 2015 Page 1 ID:aA4jeyD7UiV5_gRcVtsE ItyTXKA-9195Aj2joll5S9oLhSK7wuejYABoWEYDckYLKTyTWdx 2-0 0 4 8 14 a- 10-0 17_S-0 1&0.0 18-10.14 21-8-0 23�-0 25-0-0 i 27-0-0 2-0-0 4-8-14 4.1-2 3.7_o &10-14 2-9.2 Scale = 1:49.3 4x4 = 5.00 12 1x4 \\ 44 5 3 4x8 = 1x4 II 7x6 = 4x8 = 6 7 8 �1 2 W 10 I� „ J$ 1. 18 17 16 15 28 14 29 13 12 3x4 = 3x4 =3x4 = 5x5 = 7x8 = 5x5 = 3x6 II 3x4 = 3x4 = 23-4-0 5-9-3 10.10-10 16-0-0 18-10-14 21-M 23-0,0 25-0.0 5.9.3 5.1.6 io 2-10-14 2-9.2 oj4-6 1.4.0 Plate Offs is (X Y)— f6:0-5-4 0-2-01 f7.0-2-3 0-1-31 19:0-5-4 0-2-01 110.0-0-14 Edoel f13.0-2-8 0-3-71 f15.0-2-8 0-3-01 LOADING �psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.24 15-17 >999 240 MT20 244/190 TCDL 0.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.52 15-17 >498 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.05 13 n/a n/a BCDL 0.0 Code FBC2014frP12007 (Matrix-M) Weight: 121 lb FT=O% LUMBER- I BRACING - TOP CHOR - 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHOR 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. WEBS 2x4 SP No.3 F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer sta REACTIONS (lb/size) 2=894/0-8-0, 13=1848/0-8-0 Max Horz 2=132(LC 7) Max Uplift 2=-548(LC 32), 13=-1482(LC 8) Max Grav 2=923(LC 21), 13=1848(LC 1) FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1458/709, 3-4=1341/705, 4-5=1456/744, 5-6=-3558/1340, 6-25=-1721/368, 7-25=rl721/368, 7-26=-1721/368, 8-26=-17211368, 8-27=2053/2274, 9-27=-2053/2274, 9-10=-679/1069 BOT CHORD 2-18=-504/1296, 17-18=-2931986, 16-17=626/1650, 15-16=-626/1650, 15-28=1083/3283, 14-28=-1083/3283,14-29=-2274/2168,13-29=-227412168,12-13=-1139/799, 10-12=-1024/742 WEBS 4-1 8=-1 87/370, 4-17=-2871720, 5-17=-589/323, 5-15=-541/1928, 6-1 5=-1 021/356, ,�t)►1111111�� 9-12=-860/520,8-13=-921/518,9-13=-176212000,6-14=-2277/1300,8-14=-1266/2515 PS A A 'I!.., ♦♦♦`,1 G E N SF•.•?j i� Unbalanced pof live loads have been considered for this design. ,��♦.��,•• �,� 2) Wind: ASCE II�-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3,Opsf; h=22ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS left left exposed; Lumber DOL=1.60 No 39380 (directional); cantilever and right exposed ; end vertical and right plate grip DO =1.60 3) Provide adeqlate drainage to prevent water ong, 1L 4) Plates checkeck r tl for a plus or minus 0 degree rotation about its center. 5) This truss has �een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : ter"• T,.A E�, 6) • This truss h 5 been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will;41 fit between th [bottom chord and any other members. 7) ech pical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joints) except Ct=lb) 2=548, �� �'� •.•♦�� ��� �s •. R 1 D*" Provide • •O . fixity In tc design this truss. he �5111 N A� model was used analysis and of ent to support ng heels" Member end 9) Hanger(s) dorlotper ion l device(s) hall be concentrated I ad(s) 87 lb down and 45 lb up at 01 connectbreaks provided sufficient 17-11-11, and �`V lb down and 45 Ib up at 19-11-11, and 87 lb down and 45 lb up at 21-11-11 on top chord, and 34 Ib down and 22 Ib up Thomas A. Alban[ PE ND.39380 at 17-11-11, a�j 34 lb down and 22 lb up at 19-11-11, and 663 Ib down and 788 lb up at 23-4-0 on bottom chord. The MiTek USA, Inc, FL Cert 6634 design/selection} of such connection device(s) is the responsibility of others. 6904 Parke East Blvd, Tampa FL 33610 10) In the LOAD ((jj SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: October 14,2015 LOAD CASE(S) S�anclard ® WARNING - Verify �Wgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use oily with MiTek& connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Beforese. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall• building design. Bra g Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for ability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Critedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information aJ,'liable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job 'I Truss Truss Type Qty Ply Goulet ResJGarage/Gameroom T7523661 29595 A04 Roof Special Girder 1 1 b efere c o do a East GAast Truss, Ft. Pierce, FL M45 ASE(S) Standard + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 m Loads (plf) Vert: 1-4=60, 4-6=-60, 6-9=-60, 9-11=-60, 19-22=-20 )ntrated Loads (lb) Vert: 12=663(F) 25=45(F) 26=45(F) 27=45(F) 28=1 3(F) 29=1 3(F) 7.640 S Sep 29 Z016 mi feK inausiries, inc. \NeQ UCI 14 11:0J:JG Zala rage I D:aA4jeyD7UiV5_gRcVtsE ItyTXKA-9195Aj2joll5S9oLhSK7wuejYABoWEYDckYLKTyTWdx A WARNING - Verily d14 Ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use or� with MTekiD connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before y e, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Inv 1' bullding 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 s ability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, cllivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information av .�Iabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet Res.IGarage/Gameroam T7523652 29595 A05 Roof Special 1 1 Job Reference (optional Fast Co st Truss, Ft. Pierce, FL 34946 r."u s Sep 29 20i5 mi i eR umuxnns, i c. vrou w'' ,» 1 1: 4:ago , I D: aA4jeyD 7U iV5_q RcVtsE ItyTXKA-dUj U N22 LY3 Rya J NYF9rMT5BvC aef Fg7 MrO H uswyT Wdw -2.0.1 4.8.14 8-10-0 14.0.0 21.4.0 _ 2!1_0 27-0-0 2.0.0 4-8-14 4-1-2 5-2-0 7-40 3-8-0 2-0.0 Scale = 1:49.3 4xe II 4 5.00 12 1x4 exit M18SHS = 3 4xe = 5 20 2 7 �j 8 t¢ d1 13 12 11 10 9 3x4 = 3x4 = 6x8 —_ 3x4 = 2x4 II 3x4 = 3x4 = 7-3-14 140-0 i 21-4.0 22-0.0 25-0.0 7.3.14 6-&2 - 7-4-0 d-8-0 3-10 Plate Offsdts (X Y)-- f6:0-4-0 0-1-131 f11.0-4-0 0-2-41 LOADING psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdef1 Lld PLATES GRIP TCLL 0.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.26 11-13 >980 240 MT20 2441190 TCDL 0.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.48 11-13 >545 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.03 9 n/a n/a BCDL b.0 Code FBC20141TPI2007 (Matrix-S) Weight: 119 lb FT = 0% LUMBER- BRACING - TOP CHOR 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHOR , 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 6-11 6-9: 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installationuide REACTIONS (lb/size) 2=956/0-8-0, 9=1284/0-8-0 Max Horz 2=-132(LC 6) Max Uplift2=-558(LC 8), 9=-772(LC 5) FORCES. (1 - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1534/754, 3-4=1328/659, 4-5=-2561/1214, 5-20=-2304/1043, 20-21=-2304/1043, 6-2V2304/1043, 6-7=-548/578 BOT CHORD 2-13=-542/1364, 12-13=-330/1078, 11-12=-330/1078, 10-11=-271/473, 9-10=-271/473, 7-9=482/611 WEBS 3-13=-253/216, 4-13=-961333, 4-11=-681/1518, 5-11=-1318/744, 6-11=-1371/2628, 6-9=11511793 NOTES- 1) Unbalanced oof live loads have been considered for this design. `�11//11' O�PS A' Cat. 11; '9 i 2) Wind: ASCE -10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=25ft; eave=oft; left Lumber DOL=1.60 o,� `r G E N S e • Exp C; Encl., Cp1=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical and right exposed; �� ,••� 11 �� plate grip DO =1.60lo NO 39380 ��• 3) Provide adeq ate drainage to prevent water ponding. 4) All plates are f�T"'T20 plates unless otherwise indicated. 5) Plates check e'tl for a plus or minus 0 degree rotation about its center. 6) This truss has designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0 ; r- 7) • This truss h been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •, E • ,V fit between the�bottom chord and any other members. 8) Provide mech Ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=558, 9=772. 9) This truss des! n requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum ��� �s • , ,O R 1 G ,�� �j� S� • �� `� sheetrock be a' plied directly to the bottom chord. �I�N A; �0, Thomas A. Alban] PE No.39380 Mi rek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev. 101032015 BEFORE USE. Design valid for use a,Aly with M7ekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Beforeindicated the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall /p building design. Il i�g is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• Is always required for Pability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information aVOilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 i Job Truss Truss Type Qty Ply Goulet Res./Garage/Gamercom T7523653 2959-1 A06 RoofSpecial 1 1 Job ere ce o io al isl Truss, Ft. Pierce, FIL 34946 7.640 s Sep za 2015 mn ex ID:aA4jeyD9UU5_gRcVtsEltyTXKA-6hHsb03zJNZphTykptNbOJk6K_0 BgV321ROMyTWdv -2-0-0 7-2.8 1r 0.5-8 , 1�19.4-0 r _21-8-0 25.0-0 27-0-0 2-0.0 7-2-8 3-3.0 1-&8 7-4-0 2.4 0 3-40 2-0.0 04 = 5x5 = 5.00 12 3 21 4 5x5 = 08 = 5 3x4 22 7 .2sI 14 13 12 � 11 10 3x4 3x4 = 5x8 = 3x4 = 3x4 = 1x4 II = 3x4 = Scale = 1:49.3 9 �$ Plate Off is (X Y)— 16:0-5-4 0-2-01 113:0-2-12 0-3-01 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.11 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.26 11-13 >981 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.04 10 n/a n/a BCDL 0.0 Code FBC2014/TP12007 (Matrix-S) Weight: 120 lb FT = O% LUMBER TOP CHO' 2x4 SP No.2 BOT CH O 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing b , installed during truss erection, in accordance with Stabilizer Installation guide, REACTION . (lb/size) 2=962/0-8-0, 10=1278/0-8-0 Max Horz 2=113(LC 7) Max Uplin2=-564(LC 8), 10=-747(LC 8) FORCES, j) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR[ 2-3-1402/644, 3-21 =-1 227/654, 4-21=-12271654, 4-5=-1891/952, 5-22=-1699/830, al 6-22=-1699/830, 6-7=-597/259, 7-8-5761717 BOT CHOR, 2-14=-404/1217,13-14=-433/1312,12-13=-126/556,11-12=-126/556,10-11=633/650, 8-10=-633/650 WEBS 3-14=-16/286, 4-13=422/857, 5-13=1055/634, 6-13=688/1279, 6-11=-538/413, 7-11=-736/1325, 7-1 0=1 2291724 NOTES- 1) Unbalance roof live loads have been considered for this design. 2) Wind: ASC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip D - L=1.60 3) Provide ade uate drainage to prevent water ponding. 4) Plates chec gd for a plus or minus 0 degree rotation about Its center. 5) This truss h been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between III bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=564, 10=747. 8) This truss de gn requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be ,pplied directly to the bottom chord. ® WARNING - Verlf;. Heslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev, 10/03/2015 BEFORE USE. Design valid for use my wtih WOO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Beto use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bra ing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requ6ed fo stablity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. elivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Cdteda, DSB-89 and BCSI Building Component Safety Inlormatlon yailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. %,%% �P. A, 4 , ` No 39389. O,s,O N A`1,- � 0 Thomas A. Albans PE ND.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply Goulet Res.IGarage/Gameroom n5z3ssa 29595 A07G Hip Girder 1 1 Job Reference o t'o al Cast asI I lass, rt. Pierce, rL 34e4U t.a4U s aep 29 2ul5 MI I eK Industries, mc. vvuu uct 14 11:aJ:44 at* to rays ID:aA4jeyD?UiV!_gRcVlsEltyTXKA-230c?45Er_pXwn67wHP35kpTRnYnS7toXMWYTFyTWdt -2-0-0 3-4-0 5.8 0 10.3-3 148-13 19 6-0 21-8.0 25 0-0 27-0.0 2.0.0 3.4-D 2-2.0 4.9-3 4-5-11 4.9.3 2-2-0 3-40 Scale: 1/4"=1' 5x5 = 3x4 = 30 = 5x5 = 5.00 12 4 24 25 26 5 27 28 6 29 30 7 3x4 % 3x4 3 8 m n' N 2 9 j$ 1 10 17 16 31 32 15 33 14 34 13 35 36 12 11 3x4 = 3x6 II 6x10 = 4x4 = 3x4 = 4x4 = 6x10 = 3x6 II 3x4 = 3- 5-6.0 1 -6- 9-6-0 -8-0 0 0 5-0-0 3-40 2-2-0 7-40 7-0.0 2-2-0 0.4• 3.0.0 LOADING (Isf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 2b.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.18 14-16 >999 240 MT20 244/190 TCDL 1�.0 Lumber DOL 1.25 BC 0,90 Vert(TL)-0.3814-16 >682 180 BCLL D.0 ' Rep Stress Incr NO WB 0.62 Horz(TL) 0.09 11 n/a n/a BCDL 1 �l0 Code FBC2014frP12007 (Matrix-M) Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD' 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=1289/0-8-0, 11=1263/0-8-0 ax Horz 2=-92(LC 30) ax Uplift2=-804(LC 8), 11=-1200(LC 5) ax Grav 2=1311(LC 36), 11=1954(LC 38) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2358/1239, 3-4=-2456/1300, 4-24=-2270/1237, 24-25=-2270/1237, 25-26=-2270/1237, 5-26=-2270/1237, 5-27=-2861/1541, 27-28=-2861/1541, 6-28=-2861/1541,6-29=-15391634,29-30=-1539/634,7-30=-1539/634,7-8=-1673/665, -9=-605/766 BOT CHORD 2-17=-997/2189, 16.17=-997/2189, 16-31 =-1 556/2977, 31-32=-1556/2977, 5-32=-1556/2977, 15-33=-1556/2977. 14-33=-1556/2977, 14-34=-1354/2621, 3-34=-1354/2621, 13-35=-1354/2621, 35-36=-1354/2621, 12-36=-1354/2621, 1-12=-680/679, 9-11=-680/679 WEBS I.16=-2461659, 7-12=-374/650, 8-11=-1934/1165,5-16=-765/543,5-14=-288/232, 114=-123/645, `� 6-12=-1950/1043, 3-16=-205/331, 8-12=-1167/2073 `�♦♦`%.�.0 TES- 1) Unbalanced roo live loads have been considered for this. design. 10 NO 39380. _ 2) Wind: ASCE 7-1, ; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=3.Opsf; h=22ft; 8=45ft; L=25ft; eave=4ft; Cat. II; •, Exp C; Encl., G�{ i=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60= �tr j plate grip DOL=1 60 3) Provide adequat I drainage to prevent water ponding. 4) Plates checked f a plus or minus 0 degree rotation about its center. E .—^ • r - _N� 5) This truss has be n designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo�tom chord and any other members. �iI ss �D, 7) Provide1 echanicl�l connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=804, 1 8) "Semi -rigid pitchbr aks Including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Alban) PE No.39380 ll USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 A WARNING - Verlry deal BFr parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only 111111'II th MiTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use the building designer must verify, the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing dicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stab ty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deliv ry, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallo, le from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 N Job Truss Truss Type Qty Ply Goulat Res.IGarage/Gameroom nsz3ssa 29595 A07G Hip Girder 1 1 job efere ce o nal East Ccast Truss, Ft. Pierce, FL 3Mki ID:aA4jeyMUN5_gRcVtsElIyTXKA-230c745Er pXwn67wHP35kpTRnYnS7toXMWYTFyTWdt 9) Hai er(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 Ib down and 129 Ib up at 7-0-5, 126 Ib down and 129 Ib up at 7-11-11, 11011 b down and 129 Ib up at 9-11-11. 110 lb down and 129 Ib up at 11-11-11, 110 Ib down and 129 Ib up at 13-11-11, and 110 Ib down and 129 Ib up at 15-11-11, and 126 Ib down and 129 Ib up at 17-11-11 on top chord, and 200 Ib down and 92 Ib up at 5-6.0, 42 Ib down and 7 Ib up at 7-0-5, 42 Ib down and 7 Ib up at 7-11-11, 42 Ib down and 7 Ib up at 9-11-11, 42 Ib down and 7 Ib up at 11-11-11. 42 lb down and 7 Ib up at 13-11-11, 42 Ib down and 7lb up at 15-11-11, and 42 Ib down and 7 Ib up at 17-11-11, and 1124 Ib d Fyn and 1097 Ib up at 19-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In t e LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD' SE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifo Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 18-21=20 Conc trated Loads (Ib) Vert:15=-27(B) 5=-61(B) 16=-140(B) 12=445(B) 24=-61(B) 25=-61(B) 27=-61(B) 28=-61(B) 29=-61(B) 30=-61(B) 31=-27(B) 32=-27(8) 33=-27(B) 34=-27(B) 35=27(B) 36=-27(B) ® WARNING - Verify desfgo parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use onlyjjt.�F th MiTea connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before usebuilding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracingicated Is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing isalwa1y and to prevent collapse with possible personal in)ury and property damage, For general guidance regarding the fabrlcallon, storage, deitty erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information avollahllg from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. �w MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qly Ply GouletResJGarage/Gameroom T7523655 29595 FLOC Floor 12 1 Job Reference (optional 7.640 s Sea 29 2015 MITek Industries. Inc. Wed Oct 14 11:53:43 2015 Page 1 ID:aA4jeyD?UiV5_gRcVtsEltyTXKA-WGy_DQ5sclxOYxhJU?wldxMdNBxbBXgylOF67hyTWds 0.3.8 H 2-8.0 i 1� 4� i z� 0-0 '1 1-4-8 cal = 1:29.8 6x6 = 3x3 = 1x4 II 3x3 = 1x4 II 1x4 II 3x3 = 3x6 FP = 1x4 I I 3x3 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 0 o d N O� 17 16 15 14 13 12 3x3 I I 4x8 = 3x3 = 3x3 = 48 = 3x3 I I 7-2-0 -0 6-0-8 1 4- -2' 6-10-8 1.0.0 1.0.0 6-10-8 -3- LOADING �psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 40.O Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 0.0 Lumber DOL 1.00 SC 0.73 Vert(TL) -0.22 13-14 >849 240 BCLL 0.0 Rep Stress Incr YES WE 0.71 Horz(TL) -0.04 11 n1a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 97 lb FT = O%F, O%E LUMBER- II BRACING - TOP CHOR 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHAR 2x4 SP No.2(0at) end verticals. WEBS I 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTION (lb/size) 1=1008/0-3-0, 11=1008/0-3-0 FORCES. ((b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1242/0, 2-3=-1236/0, 3-4=-1236/0, 4-5=2062/0, 5-6=-2062/0, 6-7=-2062/0, 7-8=-1236/0, 8-9=-1236/0, 9-10=-1236/0, 10-11=-124210 BOT CHORD 15-16=0/1882, 14-15=0/2062, 13-14=0/1882 WEBS 5-15=-311/0, 6-14=-311/0, 1-16=011491, 3-16=-323/0, 4-16=-800/0, 4-15=0/497, 11-13=0/1491, 9-13=-323/0, 7-13=-800/0, 7-14=0/497 NOTES. 1) Unbalancei door live loads have been considered for this design. 2) Plates chec ed for a plus or minus 0 degree rotation about its center. 3) "Semi -rigid ytchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recomman ?x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached o walls at their outer ends or restrained by other means. 5) Gap betwee Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: Ad4itional permanent and stability bracing for truss system (not part of this component design) is always required. ® WARNING - Verily d�slgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use 0 with MTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before e, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design, Braci 0 Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing Is always required for s bility and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, d ivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Informoflon av able from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 111111111111j �e'9jL No 39380 E (V �.�`=v:. 1111 Et%��` Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 14,2015 MITek' 69D4 Parke East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 1 /4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. T ". 0' /16 For 4 x 2 orientation, locate plates 0-'Ad' from outside Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2a 0 WEBS c 4 o m y p Oz O e 0 U CL4. c7-8 c6-7 c5-6 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, 9 g, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for [CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the A width measured perpendicular 4 X 4 ESR-131 1, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or, by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertical) unless indicated otherwise. y Min size shown is for crushing only. _ _ 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures). before use. Reviewing pictures alo_ DSB-89: Design Standard for Bracing. _ _ _ - - — — — — - oLSOt Dien RC Sl Flapglle : - f1 Or 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quarity Criteria. Installing 8, Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MB-7473 rev. 10/03/2015