Loading...
HomeMy WebLinkAboutTRUSS 11-6-15Bd St. Lurie County ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. / I / (C4 A's M!Tek R P 29313 - 29313 Lot 5 Queens Isle MiTek USA, Inc. Si a Information: 6904 Parke East Blvd. C `stomer Info: Phoenix Realty Homes, Inc. Project Name: Lot 5 Queens Isle Modempa, FL33610-4115 Lo Block: Subdivision: Ac dress: Lot 5 City": Fort Pierce State: FL Nall a Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: State: eral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special ling Conditions): ign Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 d Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph FLoad: 55.0 psf Floor Load: N/A psf Th 's package includes 45 individual, dated Truss Design Drawings and 0 Additional Drawings. Wi h my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet co "ll forms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Noll I Seal# Truss Name I Date No. I Seal# Truss Name Date 1 11 IT7618858 —CJ1 11/6/015 118 IT7618875 I —HJ6 11/6/015 2 11 IT7618859 —CJ1A 11/6/015 119 IT7618876 I —HJ6A 11/6/015 3 6 IT7618860 —CJ 1 B 11 /6/015 120 IT7618877 I —HJ7 11 /6/015 4 11 1 T7618861 I —CJ3 11/6/015 121 IT7618878 I —HJ76 11/6/015 5 1 IT7618862 —CJ3A 11/6/015 122 IT7618879 I •-HJ7C 11/6/015 6 1 IT7618863 -CJ313 11 /6/015 123 IT7618880 IA01G 11 /b/015 7 1 IT7618864 —CJ3C 11/6/015 124 1 T7618881 I A02 11/6/015 8 1 IT7618865 I —CJ5 11/6/015 125 IT7618882 I A03 11/6/015 9 it IT7618866 —CJ5A 11/6/015 126 IT7618883 I A04 11/6/015 1011 IT7618867 I —CJ5B 11/6/015 127 IT7618884 I A05 11/6/015 11 ill IT7618868 I —CJ5C 11/6/015 128 IT7618885 I A06 11/6/015 12 11 IT7618869 I —CJ5D 11/6/015 129 IT7618886 I A07 11/6/015 1311 IT7618870 I —EJ5 11/6/015 130 IT7618887 I A08 11/6/015 14 fl IT7618871 I —EJ6 11/6/015 131 IT7618888 I A09 11/6/015 15 1 IT7618872 I —EJ7 11/6/015 132 IT7618889 IA10 11/6/015 161 T7618873 I —EVA 11/6/015 133 IT7618890 IA11 11/6/015 171 IT7618874 I —HJ5 11/6/015 134 1 T7618891 IA12 11/6/015 The truss drawing(s) referenced above have been prepared by MiTek Indu: tries, Inc. under my direct supervision based on the parameters prov ded by East Coast Truss. Tru his Design Engineer's Name: Albani, Thomas My � cense renewal date for the state of Florida is February 28, 2017. IM iORTANT NOTE: Truss Engineer's responsibility is solely for desl n of individual trusses based upon design parameters shown on r ferenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for fIle reference only and has not been used in preparing design. Suit Ile of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. ONS A. 44'Bo� 0 STATE OF Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 Albani, Thomas 1 of 2 E: 29313 - 29313 Lot 5 Queens Isle ite Information: �ustomer Info: Phoenix Realty Homes, Inc. Project Name: Lot 5 Queens Isle Model: :)t/Block: Subdivision: ddress: Lot 5 itv- Fort Pierre �No. JSeaI# Truss Name Date 35 IT7618892 IA13G 11/6/015 136 I T7618893 I B01 G 111 /6/015 137 I T7618894 I B02 111 /6/015 138 I T7618895 I C01 G 1 11 /6/015 1 139 I T7618896 I D01 G 111 /6/015 140 I T7618897 I D02 111 /6/015 141 . I T7618898 I M01 G 111 /6/015 142 IT7618899 I M02G 111/8/015 143 IT7618900 I MV2 111/6/015 44 IT7618901 I MV4 11/6/015 45 I T7618902 I MV6 1 11 /6/015 s i i I State: FL 2 of 2 .I Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618858 �C�b_ 13 � -CJt JACK -OPEN 13 1 Job Reference (optional) East Coa$I Truss, FL Pierce, FL: 946 2-0-0 7.640 s sep 29 2ulb Mi I ex Inausirles, Inc. rn Nov v6 14:3b:9e 20i5 Pagel ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-aybfgrCbl6ZhEzWIh5FuWt1Mf9uL7hNZa3OmaFyLuCj i-n n LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.01 4 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(TL) -0.01 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) TOP BOT NOTES- 1) Wind: Exp D 2) As rec 3) Plates 4) This tr 5) • This fit betv 6) Refer 1 7) Provid 2=488 8) "Semi- ® WARI Design a truss Si building Is always fabdcaf Safety In 2x4 SP No.3 2x4 SP No.3 2x4 SP No.3 (lb/size) 3=-125/Mechanical, 2=413/0-11-4 Max Horz 2=130(LC 8) Max Upljft3=-125(LC 1), 2=-488(LC 8) Max Grav 3=201(LC 8), 2=413(LC 1) (lb) - Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown. Scale = 1:8.2 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 Installation guide, SCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; incl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ssted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the bility of the fabricator to Increase plate sizes to account for these factors. necked for a plus or minus 0 degree rotation about its center. ,s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iss 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 an the bottom chord and any other members. girder(s) for truss to truss connections. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=125, pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. I for use only with MiTeW connectors. This design is based only upon parameters shown, and is for an Individual building component, not n. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Ign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing luired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component ration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. �111111111!!! %BPS A. q No 39380. N !Slt� N Ait E�0 Thomas A. Albans PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 21313 Lot 5 Queens Isle T7618859 29313 -CJIA Jack -Open 2 1 I IJob Refe ence o do a East Coast Truss, Ft. Pierce, FL 34946 1.oau s aep ze zuio Muex mcusmes, in, rn W-u, 4;36:46 cv 1a ray, , ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-aybf9rCbl6ZhEzWIh5FuNft1LF9kB7hNZa3OmaFyLuCj -2-0-0 r i - 1'0-0 1 2-G-0 1-ao ;s) to resist 1. Scale = 1:8.2 Plate O sets X Y — 2:0-2-13 0-1-B LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL ` 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(TL) -0.01 8 n/r 120 BCLI- 0.0 Rep Stress Incr YES Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITPI 007 (Matrix-M) Weight: 9 ib FT = 0% LUM TOP BOT TOP BOT NOTES- 1) Wind: I, Exp D; 2) Plates 3) This to 4) ' This i fit betln 5) Refer t 6) Providr 7) "Semi 2x4 SP No.3 2x4 SP No.3 2x4 SP No.3 (lb/size) 3=0/Mechanical, 4=289/Mechanical Max Horz 3=-914(LC 8), 4=1044(LC 8) Max Uplift4=-287(LC 8) Max Grav4=289(LC 1) (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. D 2-3=-859/722 D 2-4=-773/1044 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. MFrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation SCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 I hecked for a plus or minus 0 degree rotation about its center. es has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ss 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 ,Len the bottom chord and any other members. i girder(s) for truss to truss connections. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=287. igid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %%0 \+` No 39380. 0 ; 4L : 10 N#11111A11 `E�♦♦�� Thomas A. Albans PE No.39380 MtTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: November 6,2015 I ® G . WARNI O •Verily design parameters and READ NOTES bN THIS AND INCLUDED MITEK REFERANCE PAGE 74 3 7 rev. 10/03,2015 BEFORE USE. �- Design val J for use only with MITekO connectors. This design is based any upon parameters shown, and is for an Individual building component, not a truss syst ° m. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building ofp p `sign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing !T®k' Is always r quired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatio storage, delivery, erection grid bracing of trusses and truss systems, sea ANSI/TPII Quality Criteria, D58-89 and SCSI BuOding Component 6904 Parke East Blvd. Safety Info nation available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 V i' Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle r,.o,,-,, T761 B860 -CJ1B JACK -OPEN 1 1 ob Reference (Optional East Coao..Truss, Ft. Pierce, FL 34945 2x4 = 1-0.0 1-0-0 1-0.0 7.640 5 Sep 29 2015 MITOK Inauslrles, Inc. Fri NOV U5 14:J6:49 2U15 Page 1 1 D:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-2991 MBCDoPhYs64xFom734ailZFcs8dioj7J6hyLuCi A d Scale = 1:7.1 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.02 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 3 lb FT = 0% LUMBE 1 BRACING - TOP CH "RD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. SOT CH RD 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. REACTI - (lb/size) 1=54/0-8-0, 2=35/Mechanical, 3=19/Mechanical Max Horz 1=32(LC 8) j Max Uplift 1 =-20(LC 8), 2=-32(LC 8), 3=11(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ISLE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; 13=4511t; L=24ft; eave=4ft; Cat. 11; Exp D; �ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,60 plate grip DOL=1.60 2) Plates hecked for a plus or minus 0 degree rotation about its center. 3) This trL as has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This t l ss 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 betw°en the bottom chord and any other members. 5) Refer t I girder(s) for truss to truss connections. ,`ail I I I1111'r 6) Provid Iechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. `%%� S A. 7) "Semi- 'gid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `� �P` . 00 E N ,3 No 39380 C? II �����S`s/O N AL E�oo♦o ���11111111��,, Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cert t 634 6904 Parke East Blvd, Tampa FL 33610 Date: November 6,2015 ® WAR NIN.I . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design vall I for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss cyst rSn. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 'sign. building dE Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always rE fabrication qutred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ,'storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intor � afion available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle nsleael 29313 -CJ3 JACK -OPEN 13 1 ob eference (optional East Coas, (Truss, Ft. Pierce, FL 34946 �I 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:36:49 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-2991 MBCDoPhYs64xFom734aXPZDms8dioj7J6hyLuCj 2-0-0 3-0-0 Scale: 1"=1' Plate Off °ets (X Y)-- f2:0-1-9 0-1-01 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.01 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(TL) -0.01 4-8 >999 180 BCLL BCDL 0.0 ' E 10.0 Rep Stress Incr YES Code FBC2014/TP12007 WB 0.00 (Matrix-M) Horz(TL) 0.00 2 n/a n/a Weight: 15 lb FT = 0% LUMBEI BRACING- TOPCHRD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHRD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHER2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,.in accordance with Stabilizer sREACT(INS. (lb/size) 3=85IMechanical, 2=402/0-8-0, 4=16/Mechanical Max Horz 2=194(LC 8) Max Uplift3=-61(LC 8), 2=376(LC 8) Max Grav3=85(LC 1), 2=402(LC 1), 4=46(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: SCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As req ested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the respon libility of the fabricator to increase plate sizes to account for these factors. 3) Plates 1hecked for a plus or minus 0 degree rotation about its center. 4) This truss ' ,,��11I has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 A I!��j " for live load 20.Opsf the bottom in a rectangle 3-6-0 tall by 2-0-0 wide will ^ A PS q( 5) This t ss has been designed a of on chord all areas where %0 °en e'92�i♦ fit betty 6) Refer t the bottom chord and any other members. ,���.2.0 .•� G E N S • for truss to truss connections. �, F•'.• / igirder(s) .• 7) Provid mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except Qt=lb) Z No 39380 2=376. 8) "Semi-r gid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. `~ ♦♦`t�S,s R �•��j����� �0% I �i Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 6,2015 �®WARN( Vl - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design vali for use ony with MiTek@ connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss syst 'm. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall individual truss Additional temporary and bracing MiTek building d Is always required sign. Bracing indicated Is to prevent buckling of web and/or chord members only. permanent for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication 'storage, delivery, erection and bracing of trusses and truss systems, see AlQuality Criteria, DSB-89 and BCSI Building Component FL 33610 Safety Infor�natlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, i Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618862 29313 -CJ3A JACK -OPEN 1 1 Job Re e e ce o lional East Coe 'iTruss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 05 14:36:50 2015 Page 1 I D:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-WLjPZXDs4pPTGf7oWHMbl6lkzN5bUir1 Ntte7yLuCh -2-0-0 , 3-0-0 , 2-D-0 3-0-0 6I LOADIN 'I(psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 TCDL 15.0 Lumber DOL 1.33 BC 0.84 BCLL 0.0 Rep Stress Incr YES S 0.46 BCDL 10.0 Code FBC20141TPl 007 (Ma (Matrix-M) TOP CHORD 2x4 SP 285OF 1.8E SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 1 2x4 SP No.3 (lb/size) 4=-750/Mechanical, 5=9/Mechanical, 6=1243/0-8-0 Max Horz 6=194(LC 8) Max LIplift4=-750(LC 1), 6=-1403(LC 8) Max Grav 4=873(LC 8). 5=19(LC 3), 6=1243(LC 1) FORCES. 111 (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO, D 2-3=-250/187, 3-4=-293/306 WEBS 3-6=-1366/1543 NOTES- 1) Wind: A Exp D;I 2) As requ respom 3) Plates c 4) ThIs tru 5) ' This tr Tit betw( 6) Refer tc 7) Provide 6=1403 8) "Semi-ri Scale: 1"=1, DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 6 >999 240 MT20 244/190 Vert(TL) -0.00 6 >999 180 Horz(TL) 0.16 4 n/a n/a Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 Installation ;E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; cf., GCpl=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1,60 ted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the Iity of the fabricator to Increase plate sizes to account for these factors. cked for a plus or minus 0 degree rotation about its center. has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 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 1 the bottom chord and any other members. rder(s) for truss to truss connections. echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=750, pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,J`j111IIII11rl IV.,i No 39380. •'��<r� ����► fp N A; Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 ® wARNIN • Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE, Design vall for use only with Mnek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss syste . Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall• building de ign, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always re 'ufred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforrfiatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 l Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle nstaes3 29313 -CJ3B JACK -OPEN 1 1 1 i Job Refe once tiona East CoastlTruss, Ft. Pierce, FL 34946 2x4 = 3.0-0 r.640sSep 2a201oMiiekindustries, Inc.n—w­.,­­oao, ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-WLjPZXDsZjpPTGf7oWHMb16gVVZX7bbtr1 Ntte7yLuCh Scale = 1:10.9 I LOADIN II'(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES, GRIP TCLL {130.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL �15 , 0 Lumber DOL 1.33 BC 0.20 Vert(TL) -0.01 3-6 >999 180 BCLL 0,0 ' Rep Stress ]nor YES WB 0.00 Horz(TL) 0.00 1 � n/a n/a BCDL 1�10.0 Code F8C2014/TPI2007 (Matrix-M) Weight: 9 lb FT = 0% LUMBER �!, BRACING - TOP CHO ,, D 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHO D 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 �I Installation vide. REACTIO S. (lb/size) 1=162/0-8-0, 2=114/Mechanical, 3=47/Mechanical Max Horz 1=96(LC 8) Max Uplift 1 =-70(LC 8), 2=-100(LC 8), 3=-16(LC 8) Max Grav 1=162(LC 1), 2=114(LC 1), 3=57(LC 3) FORCES. I (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: A., CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp D; .,no]., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requ sted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the respons billty of the fabricator to increase plate sizes to account for these factors. 3) Plates c ecked for a plus or minus 0 degree rotation about Its center. 4) This tru Is has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11111111111j 5) • This t °ss 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 ,``14 S A. 1/.*� fit betw en the bottom chord and any other members. ��� O�P ; j q�e ��# 6) Refer to birder(s) for truss to truss connections. ,�� .r , '� C E N $ ••.; 9iG 7) Provide � echanlcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2, 3. AZ �, F .• / i� 8) "Semi-ri lid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. w No 39380 • • s5' C • 0 • :,� T ` n - (41 Ai Thomas A. Albans PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARNIN I. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design volt for use only with MirekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss syste Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always re4blred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, forage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BC51 Building Component safety Inf , atlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 4ueens Isle T7618864 29313 � -CJ3C JACK -OPEN 1 1 b e e c o ti east coast suss, rt. rierce, M saaao _......_. __ ...._._. __ . _ ID:Y2K7aNNgEy_MfDpNzGaQ1kymffR-e?rvYV1ZPBcJ?Wtv7FO4X?huaVancVQr6XIriLyLu4_ -2-0-0 3-0-0 2-0-0 3-0-0 2 d Provide bearing connection(s) to resist horizontal reaction(s) shown. Scale=1:11.8 3.M Plate Offs fs XY) 120030081,f3.02150081 LOADING 11(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL �30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.00 8 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(TL) -0.02 8 n/r 120 BCLL 0.0 Rep Stress incr YES WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 100.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHO D 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHO "D 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-11 oc bracing. WEBS II 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS II 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIO I1 S. (lb/size) 4=0/Mechanical, 4=0/Mechanical, 3=504/Mechanical Max Harz 4=1280(LC 8), 4=-945(LC 1), 3=-1084(LC 8) Max Uplift 3=-575(LC 8) Max Grav 3=504(LC 1) FORCES. I(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHO b 2-4=-935/1263 I NOTES. 1) Wind: A CE 7-10, Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp D Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requa°ted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the resp risibility of the fabricator to increase plate sizes to account for these factors. `�� 111 f /l� 3) Plates c ecked for a plus or minus 0 degree rotation about its center. �� //� 4) This trus 'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���`,\v`PS A' 5) ` This tru s has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide �� Q will fit bet° een the bottom chord and any other members. `,� /`.' �� G E NJ 6) Refer to �irder(s) for truss to truss connections. 7) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 575 lb uplift at joint 3. No 39380 ••�• . 8) "Semi -rig d pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap be een Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. * - ,•--- --;:_ LOAD CAS II(S) Standard .. V v Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 I Date: November 6,2015 WARN/N Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design vali it .for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss syste . Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall individual truss Additional temporary and bracing MiTek building des is always rec fabrication, gn. Bracing indicated Is to prevent buckling of web and/or chord members only. permanent uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforn ctlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7818865 29313 -CJ5 Jack -Open 10 1 it JobReference o 'o a East Coast cuss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:35:51 20i5 rage 1 ,� ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR _XHantEUK1 xG5QEKMDobBVfuFNgDK277G1 cQBZyLuCg 2-D-0 5-0.0 Scale = 1:15.8 N N 2x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.03 4-8 >999 240 MT20 244/190 TCDL )15.0 Lumber DOL 1.33 BC 0.40 Vert(TL) -0.07 4-8 >812 180 BCLL 110.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BGDL 00.0 Code FSC2014/TPI2007 (Matrix-S) Weight: 22 lb FT = 0% LUMBER- II BRACING - TOP CHO , D 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTsk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer II Installation guide. (lb/size) 3=179/Mechanical, 2=488/0-8-0, 4=56/Mechanical Max Horz 2=259(LC 8) Max Uplift3=-147(LC 8), 2=-394(LC 8), 4=-1 (LC 5) Max Grav 3=179(LC 1), 2=488(LC 1), 4=88(LC 3) FORCES. II(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; ` cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwe °n the bottom chord and any other members. 5) Refer to "irder(s) for truss to truss connections. 6) Provide "echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except Ot=lb) 3=147 2=394. �I 7) This, rus design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetroc; be applied directly to the bottom chord. A WARNING { IVerlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid (ppppppr use only with MTeI2 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss syste�Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desi n. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always req qed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stiorage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Buffeting Component Safety Informgbon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. ,,ttttllll►/1��'', •`��O�PS A q�6 -'I CIE N" No 39380. _ �►1111111tit Thomas A. Albans PE No.39390 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 MiTek' 69D4 Parke East Blvd. Tampa, FL 33610 Job 'I Truss Truss Type Qly Ply 29313 Lot 5 Queens Isle nslee6s 29313 1 -CJ5A JACK -OPEN 2 1 Job Re erence o fo al East Coa Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITeK Industries, Inc. " NOV U6 14:3a:5z ZU10 Vage 1 ,1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-TkrA_DF65K37japWwxJggjC37mAH308BUhMzjOyLuCf �Id 2-0-0 3-0-0 2-0-0 3x6 Scale = 1:15.7 Plate Off 'bts X Y -- 2:0-2-13 0-1-0 6:0-0-1 0-3-0 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(TL) -0.00 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 4 n/a n/a BCDL 110.0 Code FBC2014rTP12007 (Matrix-S) Weight: 26 lb FT = 0% LUMBER;I BRACING - TOP CH RD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CH RD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer REACTIO S. (lb/size) 4=37/Mechanical, 7=131610-8-0, 6=-631/Mechanical Installation ou'de. Max Horz 7=259(LC 8) Max Uplift4=-27(LC 5), 7=1400(LC 8), 6=-631(LC 1) Max Grav 4=43(LC 13). 7=1316(LC 1), 6=714(LC 8) EI FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-1141/982 BOT CHO D 2-7=-869/1202, 6-7=-869/943 WEBS 3-7�1268/1340, 3-6=-117911086 NOTES- 1) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; nCl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 `1>1t1111111 j1 2) As requ sted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the `N%N�A S A. �IO� respons bility of the fabricator to increase plate sizes to account for these factors. 1,% , . .q , . 3) Plates c ecked for a plus or minus 0 degree rotation about its center. ,�� �� •'.�•E'N S �/L'♦♦ 4) This tru "s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` � .• F •.� / 5) • This t ss 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 bethe bottom chord and any other members. No 39380 •�� 6) Refer tolI0irder(s) for truss to truss connections. * �, 7) Provide )nechanlcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) `— 7=1400,I16=631, 8) This trusts design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''Y." gypsum � , ,n TA E r� • {1/ " sheetrock be applied directly to the bottom chord. N Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: November 6,2015 A WARNIN i1 Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek& connectors. This design is based any upon parameters shown, and is for an individual building component, not IRV 21• sysfe '1 a truss . Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building desiggn. Bracing Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of Is always re hired for stability and to collapse with personal Injury and property damage. For general guidance regarding the prevent possible fabrication. forage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle I T7616867 29313 ��Ii -CJ5S Jack -Open 2 1 Job Reference o t'o East Coast [Truss, Ft. Pierce, FL 34946 2x4 = 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:36:52 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-TkrA_DF65K37japWwxJggjC2Wm8c3UM8UhMzjOyLuCf 5.0-0 5-D-0 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL $0.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) 0.07 3-6 >852 240 TCDL 15.0 Lumber DOL 1.33 BC 0.52 Vert(TL) -0.10 3-6 >574 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FSC20141TPI2007 (Matrix-S) LUMBER- 11 TOP CHO D 2x4 SP No.3 SOT CHO ,�D 2x4 SP No.3 (lb/size) 1=273/0-8-0, 2=198/Mechanical, 3=73/Mechanical Max Harz 1=162(LC 8) Max Uplift 1 =-1 21 (LC 8), 2=-172(LC 8), 3=-18(LC 8) Max Grav 1=273(LC 1), 2=198(LC 1), 3=93(LC 3) FORCES. 1(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:15.6 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. 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. NOTES- q 1) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D. E cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates c ecked for a plus or minus 0 degree rotation about Its center. 3) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) -This tru s 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 betwe In the bottom chord and any other members. 5) Refer to irder(s) for truss to truss connections. 6) Provide °echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except Qt=lb) 1=121 2=172. 7) This trus design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrocki be applied directly to the bottom chord. ® WARNING [Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEfC REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Destgr valid f r use only with M7ek0 connectors. This design 4 based only upon parameters shown, and is for an Individual building component, not a truss system liBefore use, the building designer must verify the appricability of design parameters and property Incorporate this design Into the overall building desi n. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always reqL Ired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, si 6 rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Crlterla, DSB-89 and BCSI Bullding Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. %% 0 ........ No 3938.-0. 1, 0R1�. "S/O N A' 1111111 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 my MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618868 29313 111� —CJ5C JACK -OPEN 1 1 Job Refe a ce o tional East Coaot Truss, Ft. Pierce, FL 34946 2x4 = 7.640 S Sep 29 2015 V lTeK Industries, Inc. Fn NOV 06 14:36:W 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-xwPYCZGkseBzKkOiUeg3Dwk9JAw9oxcljL5XFSyLuCe 2-6.0 5-0-0 2-6-0 2-6-0 Provide bearing connection(s) to resist horizontal reaction(s) shown. Scale = 1:14.6 Plate Offsets X Y — 2:0-4-7 0-1-9 II LOADING`(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 1 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.12 5 >496 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(TL) -0.20 5 >291 180 BCLL V� 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 4 n/a n/a BCDL 00.0 Code FBC2014ITP12007 (Matrix-S) Weight: 18 lb FT = 0% LUMBER-ii BRACING - TOP CHO o D 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHO i D 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 II REACTIO S. (Ib/size) 1=355/Mechanical, 3=153/Mechanical, 4=66/Mechanical �I Max Harz 1=162(LC 8) Max Upliftl=-156(LC 8), 3=-128(LC 8), 4=-19(LC 8) Max Grav 1=355(LC 1), 3=153(LC 1), 4=80(LC 3) FORCES. ��(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Wind: A DICE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requ sted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsi "ility of the fabricator to increase plate sizes to account for these factors. 3) Plates c ecked for a plus or minus 0 degree rotation about its center. 0111 � 111,,,11� h Is has been designed for a ent with any other ve loads. 5) TThis truss has been designed for a lie load of 20.Opsf on the bottom chord .0 psf bottom chord live load n all areas where altrectangle 3-6-0 tall by 2-0-0 wide will �►��,t,.f1P`S A. fit betwe 'n the bottom chord and any other members. �� �.� .•�G E N 5; • e�jji��i 6) Refer to irder(s) for truss to truss connections. '� .• �, F••.• / 7) Refer to "Irder(s) for truss to truss connections. 8) Provide °echanlcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1 =1 56 d N O 39380 3=128. ` •} 9) This trus Ideslgn requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/d' gypsum -- sheetroc be applied directly to the bottom chord. .4 f o N A� �?G �� Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 ®WARNING l O INCLUDED E R CEP 11.74 3 e 10 0312015 BEFORE USE. Verity design parameters and READ NOTES ON AND IN L DED MITEKR FE AN AGEM 7 rev. / R R• Design valid f �'r use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ®` a truss system' building desi Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall h. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'Is always requ ad for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaffon, st�rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualify Crlterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618869 29313 -CJSD JACK -OPEN 1 1 1I Jobe e e ce o a East coast I I s, H. Pierce, FL 34946 7.640 Is Oct 7 2015 MiTeK Inoustnes, Inc. Fn Nov U6 14:47:U7 2015 Page 1 I D:Y2K7aN NgEy_MfDpNzGaQ 1 kymffR-tYTa801CGdAoCkS Rer59zfA9oh7pfSOgvtgOpsyLu32 -2-0-0 2-0OQ -0 3-10-0 5-0-0 2-0-0 N-1-10-0 1-2-0 Scale = 1:15.5 3x6 12 0 2-0-0 3-10-0 _ 5-0-0 1-8-0 0-4-0 1-10-0 1-2-0 Plate Offset !'(X Y)-- [2:0-2-0 0-1-71 LOADING ( `Isf) SPACING- 2-0-0 CSI. DEFL. In (too) I/defl Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.12 9 >293240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -0.10 9 >345 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 29 lb FT = 0% LUMBER- BRACING- TOPCHOR 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied. BOTCHOR 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except• 1�i MiTek recommends that Stabilizers and required cross bracing 3-10: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation uide. REACTIONS (Ib/size) 5=-11/Mechanical, 6=-72/Mechanical, 10=143/0-8-0 (min, 0-1-8) Max Horz 10=259(LC 8) Max Uplift 5=-19(LC 5), 6=72(LC 1), 10=-810(LC 8) Max Grav 5=49(LC 4), 6=119(LC 8), 10=843(LC 1) FORCES. (b) TOP CHORE -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-3=-947/734 111111111I;f1111 WEBSBOTCHOR 1625 a, 8-10=-794/823, 3-8=825898, 3-7=-166511459 ♦�,,0`v`P•S•,A •,q�e,��I l NOTES- �0��••��GEN`SF•'4�'����� 1) Wind: AS II; Exp D; € 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. ., '� NO 39380 ncl., GCpi=0,18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * r °ked 2) Plates the 3) This truss bias for a plus or minus 0 degree rotation about its center. been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This trus jhas 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 '0 will fit be 5) Refer to girders) o en the bottom chord and any other members, S j1 for truss to truss connections. 6) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 5, 72 lb uplift at joint 6 uplift ,�j�S • `.� and 810 Ito 7) This truss at joint 10. esign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %° gypsum sheetrock li applied directly to the bottom chord. 11fi l t III.,t, LOAD CASES) Standard Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARNING 11 Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 10/03/2015 BEFORE USE. Design valid f r use only with MiTeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss system IiBefore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building desi n. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always regLIred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st ° rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618870 29313 i -EJ5 JACK -OPEN 10 1 - IJob Reference o do al East Coat Truss, Ft. Pierce, FL 4 946 7.640 s Sep 29 2015 MITek Industries, Inc. Fd Nov 06 14:36:54 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-P6zwPvGMdyJgyuzul MLlm8HOVaswXOsRy7r4nuyLuCd { r -2.0-0 5-0-0 i 2-0-0 5-0-0 bI 2x4 = Scale = 1:15.7 LOADIN TCLL TCDL BCLL jilO.0 BCDL I(psf) 130.0 115.0 0.0 ' SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2014/rPI2007 CSI. TC 0.69 8C 0.40 WB 0.00 (Matrix-S) DEFL. in (loc) I/deft Ud Vert(LL) 0.03 4-8 >999 240 Vert(TL) -0.07 4-8 >812 180 Horz(TL) 0.01 2 n/a n/a PLATES GRIP MT20 244/190 Weight:21 lb FT=0% LUMBER -II BRACING. TOP CHO 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. OTHERS 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) 3=179/Mechanical, 2=488/0-8-0, 4=56/Mechanical Max Horz 2=259(LC 8) V Max Uplift3=-147(LC 8), 2=-394(LC 8), 4=-1(LC 5) Max Grav 3=179(LC 1), 2=488(LC 1), 4=88(LC 3) FORCES. I1(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-`ICE 1) Wind: A 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requ °sted, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the res to' ility of the fabricator to increase plate sizes to account for these factors. 3) Plates c °ecked for a plus or minus 0 degree rotation about its center. 4) Thls trus °has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. j� 5) ' This t ss 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 betwe �n the bottom chord and any other members. ,`��11111►// S A. /!o q�e ��i� 6) Refer to irder(s) for truss to truss connections. O�P �� •r •''\G E N S ''• 7) Provide rpechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except Qt=lb) 3=147 �� .• �, �` •.• , 2=394. 8 This trus design requires that a minimum of 7/16" structural wood sheathing be applied direct) to the to chord and %" sum m No 39380. 9 q 9 PP Y P 9YP sheetroc be applied directly to the bottom chord. E� Thomas A. Albani PE No.39380 1 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARNING E C GE I• 73 v. 10/03/2015 BEFORE USE. �Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK R FERAN EPA MI 74 re Design valid f r use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not r a truss system building desic l�Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall n. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always req fabrication, st�' fired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the roge, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BC51 Building Component e East Blvd. 6904 ParkeEast Safety Informgtlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, P , Job Truss Truss Type City Ply 29313 Lot 5 Queens Isle I I n61ee7t 29313 -EJ6 Jack -Open 3 1 i Job Refere ce o tional East Coaot Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:36:54 2015 Page 1 ID:8kQkSYHZFWjrDISJOYIWlgyMnHr-P6zwPvGMdyJgyuzu1 MLImBHNHam8XOsRy7r4nuyLuCd 2-0-0 6.8-0 2x4 = Scale=1:19.3 N Plate Off ets (X Y)-- 12.0-2-5 0-0-121 LOADIN 11(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TCLL I30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) 0.11 4-8 >709 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(TL) -0.24 4-8 >327 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 rile n/a BCDL II10.0 Code FBC2014(TPI2007 (Matrix-S) Weight: 27 lb FT = 0% LUMBER �I BRACING - TOP CHO, D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHO D 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 6I be installed during truss erection, in accordance with Stabilizer Installation REACTIO S. (lb/size) 3=255/Mechanical, 2=571/0-8-0, 4=80/Mechanical Max Horz 2=314(LC 8) Uplift3=-214(LC 8), 2=-425(LC 8), 4=-3(LC 8) IIMax Max Grav3=255(LC 1), 2=571(LC 1), 4=119(LC 3) FORCES. II(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: A ICE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates cl"ecked for a plus or minus 0 degree rotation about its center. 3) This trus' has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This t s has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwe "n the bottom chord and any other members. 5) Refer to "irder(s) for truss to truss connections. 6) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=214 2=425. I 7) This trus design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrocl. be applied directly to the bottom chord. A WARNING �IVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411.7473 rev. 1010312015 BEFORE USE. Design valid f r use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system ll'Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desi n. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always req fired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st 'rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Informgfion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. ,1111111111!!!!! A ���, `Z' • • G E N S •. 9�i �i No 39380. r - .,��5.�•o•R 10• •�\,,�� A11 1�?�`, Thomas A Albans PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Ik Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle I I_EJ7 T7618872 29313 JACK -OPEN 15 1 �Job Re ere ce o lions) East coast rasa, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:36:55 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-tlWIdEH—NFRha1Y5b3tXILpXI_5_Gr6bBfaeKLyLuCc I , 2.0-0 0-0 7-0-0 Y 2.7-0-0 ' 1 dI 3x3 = Scale = 1:19.9 4 �s Plate Offs [s X Y — 2:0-0-5 0-0-12 LOADING psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 0.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) 0.14 4-8 >587 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.30 4-8 >280 180 BCLL !� 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) Weight: 28 lb FT = 0% LUMBER- I� BRACING. TOP CHO D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHO D 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS I 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer -Installation ide REACTIO 5. (lb/size) 3=270/Mechanical, 2=589/0-8-0, 4=85/Mechanical Max Horz 2=325(LC 8) Max Uplift 3=-227(LC 8), 2=-432(LC 8), 4=-4(LC 8) Max Grav 3=270(LC 1), 2=589(LC 1), 4=125(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Win d:DA ICE 7-0iV0ult=m-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.opsf; h=27ft; B=45f; L=24ft; eave=oft; Cat. 11; l.,GC.8;Exp P1MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As reque ,1,ed, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsi ility of the fabricator to increase plate sizes to account for these factors. 3) Plates ch Acked for a plus or minus 0 degree rotation about Its center. `�>)1111►1��� 4) This trus ' has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��A 5) • This tru °s s 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 ��� ^p P49 `�j♦ fit betwee6 the bottom chord and any other members. ,��� �� ••� ....... E N S •. q2♦♦♦ 6) Refer to rder(s) for truss to truss connections. .• �, 4$' /o. 7) Provide n"echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 3=227 z=a3z. No 39380 _. 8 This trus desi n requires that a minimum of 7/16" structural wood sheathingbe applied direct) to the to chord and %' sum * Y sheetroc be applied directly to the bottom chord.. i T� ''rr SA E .��,• a /O N Ay N. Thomas A. Albans PE No.39380 ,I MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: �{ November 6,2015 ® WARNING - Var!/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid f r use onN with I,NTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system building deslg Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' Bracing Indicated Is to buckling of individual truss and/or chord members only. Additional temporary and bracing MiTek' Is always requ ,. prevent web permanent red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st Irage, 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 Informs, Ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job ll Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle II ns1 ee73 29313 it -EJ7A JACK -OPEN 3 1 � Job Reference o do al Cast coa 1 i russ, rl. tierce, M WJ40 [J[ 4u s Sep 2s 2ut0 MI eK meastnes, me. rn Nov ab 14:Jb:bb zllla rage 1 II ID:Y2K7aNNgEy_MfDpNzGaQ 1 kymffR-LV4hgalc8ZZYBB7H9mOmrZMm QOYi?6dkPJKBsnyLuCb II , -2-0-0 3-0.0 4-10-0 7-0-2 `I r 2.0.0 3-0-0 1.16.6 2-2-0 Scale = 1:19.9 3x6 Plate Off ets X Y -- 2:0-2-9 0-1-0 9:0-3-5 0-1-6 LOADIN �'(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL Ii30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.19 8 >243 240 MT20 244/190 TCDL II 15.0 Lumber DOL 1.33 BC 0.38 Vert(TL) -0.16 8 >296 180 BCLL f1 0.0 ' Rep Stress ]nor YES WB 0.82 Horz(TL) 0.13 4 n/a n/a BCDL 1!110.0 Code FBC2014/rPI2007 (Matrix-S) Weight: 34 lb FT = 0% LUMBER it BRACING - TOP CHO , D 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHO D 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 5-7: 2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4* SP No,2 'Except` be installed during truss erection, in accordance with Stabilizer 3-6: 2x4 SP No.3 Installation oulde. OTHERS ! 2x4 SP No.3 REACTIONS. (lb/size) 4=98/Mechanical, 5=-1791Mechanical, 9=1060/0-8-0 Max Horz 9=325(LC 8) Max Uplift4=-75(LC 8), 5=-179(LC 1), 9=-991(LC 8) Max Grav4=101(LC 13), 5=238(LC 8), 9=1060(LC 1) FORCES. N�(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-9851800 BOT CHO D 2-9=-669/1020, 6-7=-1098/1141 WEBS f 7-9=-1006/972,3-7=-121711244,3-6=-1240/1193 NOTES- 1) Wind: A `CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; ,�►t�� Exp D; Ellcl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 `%%%%aA NS A. q4 2) Plates c ecked for a plus or minus 0 degree rotation about its center. �� 0 •. • •' • • • • •. e.9�1 3) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,ems ��,•'�\ G E N SF•.• - V� i� 4) - This tru s has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwa n the bottom chord and any other members. No 39380 5) Refer to irder(s) for truss to truss connections. �C 6) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=179Z 9=991.' P / 7) This trus design requires that a minimum of 7/16° structural woad sheathing be applied directly to the top chord and '/° gypsum ro ;. �^ sheetroc Ibe applied directly to the bottom chord. tJ cir -_f'� .•L: Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 �I Date: November 6,2015 A WARNING Design valid Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. f r use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall individual truss only. Additional temporary and permanent bracing MiTek building cast n. Bracing Indicated is to prevent buckling of web and/or chord members is always requ e l for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informajlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618874 29313 j 1`� -HJ5 DIAGONAL HIP GIRDER 2 1 I Job Reference (optional East Coas II cuss, �I V �I II it Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fill Nov 06 14:36:56 2015 Page 1 ID:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-LV4hgalc8ZZYBB7H9mOmrZMjxOXj?HrkPJKBsnyLuCb i-2-9-15 3-8-12 7-0-2 2-9-15 3-6-12 3.5.6 Scale = 1:19.5 3x4 = 4x4 = 11 2x4 II 5 6 LOADING TCLL TCDL BCLL BCDL (psf) 30.0 15.0 110.0 • 110.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.76 BC 0.44 WB 0.10 (Matrix-M) DEFL. in Vert(LL) -0.01 Vert(TL) -0.02 Horz(TL) 0.09 (loc) I/deft Ud 8-9 >999 240 8-9 >999 180 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0% LUMBER- jl BRACING - TOP CHO D 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHO D 2x4 SP No.3 *Except* end verticals, 3-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 1-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer V nsta la o guide REACTIO . (lb/size) 3=972/0-10-15, 8=312/Mechanical, 10=-217/Mechanical Max Harz 3=233(LC 4) li Max Uplift3=-564(LC 4), 8=-215(LC 4), 10=-217(LC 1) �I Max Grav 3=972(LC 1), 8=312(LC 1), 10=137(LC 4) FORCES. �Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-383/138 BOT CHORD 3-9=-235/320, B-9=-235/320 WEBS 111 4-8=-292/220, 2-11=147/271 NOTES- 1) Wind: A: Exp D; E 2) Plates cl 3) This trus 4) • This In. fit betwe 5) Refer to 6) Provide I 8=215, 1 7) "Semi-rlE E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. ll; 1., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :ked for a plus or minus 0 degree rotation about its center. ias been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 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 the bottom chord and any other members. *der(s) for truss to truss connections. :chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except qt=lb) 3=564, :217. pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,11i111111//l .�0000ONS A. A4e GEN No 3938.0. = -0 SS O R � V -' N ems. DN A; '� o0000 Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. f 0/03/2015 BEFORE USE. �� Design valid f ( use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Welk* building desig Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11/IiTek• Is always requi �bd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, st "age, 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 Informa Iron available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job it Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618875 29313 6 -HJ6 DIAGONAL HIP GIRDER 1 1 Job Refe a ce lio al Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:36:57 2015 Page 1 I D:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-phe31 wJFvtiPpLiTj Uv?Nmvg7ngXkjUtez3kODyLuCa -2-9-15 4.5.1 7-9.5 2-9-15 4.5.1 3-4-4 Scale=1:20.6 2x4 II 5 6 3x4 = 11 1x4 II 44 = 111 3 1 4.5.1 3-4-4 Plate Offsets X Y — 3:0-1-13 0-0-9 LOADINGII(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 1i30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.07 9-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(TL) 0.06 9-14 >999 180 BCLL 1 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.13 10 n/a n/a BCDL 110.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 41 lb FT = 0% LUMBER-11 BRACING - TOP CHO ,, D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHO D 2x4 SP No.2 *Except* end verticals. " 1-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide, REACTIO S. (lb/size) 3=73410-10-15, 8=4941Mechanical, 10=-80/Mechanical Max Harz 3=251(LC 4) ` Max Uplift3=-585(LC 4), 8=-483(LC 6), 10=-266(LC 22) Max Grav 3=1161(LC 28), 8=500(LC 29), 10=118(LC 4) FORCES. ��(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 3-4=-693/330, 5-8=-257/315 BOT CHO D 3-16=-313/553,9-16=-313/553,9-17=-313/553,8-17=-313/553 WEBS 4-8=-582/301, 2-11 =-1 25/337 NOTES- 1) Wind: A ll CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; E Icl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 p,S A 4 0 degree its ty 2) Plates c rotation about ,,���� ticked for a plus or minus center. ,......e ••• 3) This trus " has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦� �� ••�G �?i��i " 3-6-0 tall by 2-0-0 wide will (� •.• 4) • This tru s has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle ,�♦ .• �, / fit betwe 'rt the bottom chord and any other members. NO 3 380_- 5)Referto 6) Provide 8=483, "irder(s)for truss to truss connections. echanIcal connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joInt(s) except Qt=1b) 3=585, 1 266. '1 7) "Semi -rig d pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 106 lb up at S TA E � L • 218 Ito 6-11-13 ', 4-1-14, 1 5 lb down and 106 lb up at 4-1-14, and 188 lb down and 218 lb up at 6-11-13, and 188 lb down and up at on -- top chord land 212 lb down and 153 lb up at 1-3-15, 212 lb down and 153 lb up at 1-3-15, 44 lb down and 23 lb up at 4-1-14, 44 lb ��� �;�` �_,♦� down anc� design/se O. •. 23 lb up at 4-1-14, and 46 lb down and 47 ]b up at 6-11-13, and 46 lb down and 47 Ib up at 6-11-13 on bottom chord. The �j s •. O R `G ♦♦♦ of such connection device(s) is the responsibility of others. ��j S 9) In the LO Iection CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��� N A; ,� ���♦ IAD LOAD CASES) Standard Thomas A. Alban] PE No.39380 1) Dead + R 'Iof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 MITek USA, Inc. FL Cert 6634 `ads Uniform L (plf) 6904 Parke East Blvd. Tampa FL 33610 V rt: 1-5=90, 5-6=-30, 7-12=20, 1-10=-20 Date: November 6,2015 ® WARNING design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid ']Verify f r use only with M7ekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system "Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Additional temporary and bracing MiTek building desi Is always reci fabrication, n. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. permanent ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the st 'rage, 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 Informg,lon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618875 29313 i I -HJ6 JTruss DIAGONAL HIP GIRDER 1 1 Job Refere ce o tional East Coal Truss, Ft. Pierce, FL 1 946 ID:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-phe31 wJFvtiPpLiTjUv?Nmvg7ngXkjUtez3kODyLuCa LQAD CSE(S) Standard Con c ntrated Loads (lb) MI Vert:4=85(F=42, B=42) 9=21(F=11, B=11) 15=-141(F=-70, B=-70) 16=1.26(F=63, 13=63) 17=-89(F=-45, 131=45) I p !q WARNING IIVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. C Design valid f 'r use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ■.�+Y®i a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building desi n. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTIDW Is always requ'ed for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform . ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job ' Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle f T7616876 29313 -11J6A Diagonal Hip Girder 2 1 fJob Reference o 'one East coast �. us,, Ft. 1110110, r-L:54946 , cp ac cv ie ,ru,=n ,n — ..,, , .... , „,.�. .,_ .._.,....,_ . II� ID:8kQkSYHZFWjrDIsJOYIWIgyMnHr-HICRFGJtgAgGRVHgGBQEw_R71B8oT881tdplwfyLuCZ -2-9-15 4.9.8 9-4-6 2-9-15 4.9.8 4-6.14 3x4 = 1x4 II 44 = Scale: 1/2"=1' 3.18 12 3x4 I I 6 7 N 0-3 1 4-9-8 4.6.14 Plate Offs 'ts X Y -- 3:0-1-13 0-0-9 LOADING Ilpsf) SPACING- 2-0-0 CSI. DEFL. In (too) I/defl L/d PLATES GRIP TCLL (30.0 Plate Grip DOL 1.33 TC 0.96 Vert(LL) -0.09 10-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(TL) -0.08 9-10 >999 180 BCLL 41, 0.0 ' Rep Stress Incr NO WB 0.30 Horz(TL) 0.14 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 49 Ib FT = 0% LUMBER- EI BRACING - TOP CHO D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-1 oc purlins, except BOT CHO D 2x4 SP No.2 *Except* end verticals. f 1-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS I 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing YI be installed during truss erection, in accordance with Stabilizer Ins la o u'de. REACTIO S. (lb/size) 3=762/0-10-15, 9=519/Mechanical, 11=-30/Mechanical Max Harz 3=289(LC 20) f Max Uplift3=-610(LC 4), 9=-370(LC 4), 11=-286(LC 22) 4 Max Grav3=1241(LC 28). 9=519(LC 1), 11=101(LC 4) i FORCES. �Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=-948/514, 4-16=-856/490 BOT CHO D 3-18=-515/792, 18-19=-515/792, 10-19=-515/792, 10-20=-515/792, 9-20=-515/792 WEBS {j 4-10=-52/254, 4-9=-772/496, 2-12=-104/362 NOTES- �1 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; ��►11I111��1 Exp D; El4cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,,,���� PeJ /� 2) Plates ch cked for a plus or minus 0 degree rotation about its center. 3) This trus ��has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.�.0 •�p�E N 5; • e�2��, 4) • This tru s 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 '� ,• �, F•'.• / fit between the bottom chord and any other members. 5)Refer to jrder(s)for truss totruss connections. r NO 39380. 6) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=610, r 9=370. 1 286. 7) "Semi-rigi pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 106 lb up at : sT " TA . 4-1-14. 1 5 lb down and 106 lb up at 4-1-14, and 184 lb down and 193 lb up at 6-11-13, and 184 lb down and 193 lb up at 7-0-7 on top � 1 .w ��G t .41 chord, an 212 lb down and 153 lb up at 1-3-15, 212 lb down and 153 lb up at 1-3-15, 44 lb down and 23 lb up at 4-1-14, 44 lb down ��� �'•� s -1-14, and 47 lb down and 29 lb up at 6-11-13, and 47 lb down and 29 lb up at 7-0-7 on bottom chord. The •'j \� ; O R 1 Q. •\GN and 23 Ib "pat 4 design/se action of such connection device(s) is the responsibility of others. ��j SS • \ �� 9) in the LO i CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��I� ni A; LOAD AS (S) Standard Thomas A. Albani PE No.39380 1) Dead + R 11 of Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 MiTek USA, Inc. FL Cert 6634 Uniform L ads (plf) 6904 Parke East Blvd, Tampa FL 33610 V "rt: 1-6=-90, 6-7=-30, 8-13=-20, 1-11=-20 Date; November 6,2015 ® WARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIL7473 rev. 10/93/2015 BEFORE USE. Design valid f r use only v4fh MTekO connectors. This design k based only upon parameters shown, and Is for an individual building component, not a truss system. building desig Before use, fhe building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall . Bracing indicated is to prevent buckling of Individual true web and/or chord members only. Additional temporary and permanent bracing ' MiTek' is always requ fabrication, st red for stability and to prevent collapse v41h possible personal injury and property damage. For general guidance regarding the '�roge, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Cdterla, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. safety Informa Ion available from Truss Plate Institute, 218 N. Lee Street. Sulie 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle II nslae7s 29313 -HJ6A Diagonal Hip Girder 2 1 I Job Refe a ce o tional Ft. I'lerce, I-L 34M / CAV 3 aepza Zvla m11-In aa.aleJ,"- " -vo 19{---1a rue.< ID:8kQkSYHZFWjrDlsJOYI WlgyMnHr-HtCRFGJtgAgGRVHgGBQEw_R71B8oT881ldplwfyLuCZ LOAD C/,SE(S) Standard ConceAtrated Loads (Ib) III Vert: 16=85(F=42, 13=42) 17=-104(F=-52, B=-52) 18=126(F=63, B=63) 19=21(F=11. B=11) 20=-55(F=-28, B=-28) WARNING - �Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid f i use only with MReke connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not at russ system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall q' building desig Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi lek* Is always requ ed for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. st 'rage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. SafetyInforms ton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job jl Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618877 29313 I -HJ7 DIAGONAL HIP GIRDER 3 1 i Job Re e ante o 'onal East Coast fuss, Ft. Pierce, FL 34946 7.640 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 06 14:36:59 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-14mpScKVRUy72frsgvxTTB-FHbWHCaNA5HYrT6yLuCY 2915 529 9101 _ 2-9-15 5-2-9 4-7-8 G Scale = 1:26.9 3x4 = 11 1x4 II 44 = 3x4 II 5 6 3x6 = Plate OffsA (X Y) 13.0 2 1 0 1 11 LOADING sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 0.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.10 9-14 >999 240 MT20 244/190 TCDL 5.0 1,1!1,11 Lumber DOL 1.33 BC 0.58 Vert(TL) 0.08 9-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.14 10 n/a n/a Weight: 51 lb FT = 0% BCDL 0.0 Code FBC2014/TP12007 (Matrix-M) LUMBER-1 BRACING - TOP CHO D 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except BOT CHO 2x4 SP No.1 'Except* end verticals. 1-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer I sta lotto uide REACTION . (Iblsize) 3=729/0-10-15, 8=542/Mechanical, 10=4/Mechanical fi Max Horz 3=300(LC 4) R Max Uplift3=-295(LC 4), 8=-358(LC 4), 10=-315(LC 20) Max Grav 3=1226(LC 28), 8=542(LC 1), 10=191(LC 17) FORCES. Pb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR 3-15=-1212/582, 15-16=-1046/552, 4-16=-956/527 BOT CHOR 3-18=-545i859, 9-18=-545/859, 9-19=-545/B59, 8-19=545/859 WEBS 4-9=-491253, 4-8=-904/549, 2-11=-221/396 NOTES. 1) Wind: AS, E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; E Plates , °cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `%%% for 0 degree its 2) ch cked a plus or minus rotation about center. >� \vv, ,... N e92��' 3) This tru§ 4) • This tru has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� �O C E S • s 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. 5)Refer to 6) Provide 8=358, 1 irder(s)for truss to truss connections. NO 39380. echanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=295, 7) "Semi-rigi 1-315. pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s or other connection device(s) shall be provided sufficient to support concentrated load(s) 322 lb down and 252 lb up at 1-3-15, 3 2 lb down and 252 lb up at 1-3-15, 145 lb down and 106 lb up at 4-1-14, 145 lb down and 106 lb up at 4-1-14, and 184 lb 1193 down and lb up at 6-11-13, and 184 lb down and 193 lb up at 6-11-13 on top chord, and 44 lb down and 23 lb up at 4-1-14, 44 lb ,�i�i and/se h lb 1 -13, and 47 lb down and 29 lb up at 6-11-13 on bottom chord. The up t lb downa d 29 lb up at 6- LSSi , • �� down ecti nh connection o ` 9) In the LO CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). it LOAD AS 1) Dead + R (S) Standard Thomas A. Albani PE No.39380 `'of Llve (balanced): Lumber Increase=1.33, Plate Increase=1.33 MiTek USA, Inc. FL Cert 6634 Uniform L lads (plf) 6904 Parke East Blvd. Tampa FL 33610 V'rt: 1-5=-90, 5-6=-30, 7-12=20, 1-10=-20 Date: November 6,2015 WARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE, Design valid D F �r use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �• a truss system building desi Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall n. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always req lobrication, ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the s "rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Inlormgtlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job II Truss Type Qty Ply 29313 Lot 5 Queens Isle [THrUJ7 T7616s77 29313 DIAGONAL HIP GIRDER 3 1 IJob Reference o do a East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 05 14:36:59 2015 Page 2 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-14mpScKVRUy72frsgvxTTB FHbWHCaNA5HYrT6yLuCY LOAD Standard ConJkSE(S) ntrated Loads (lb) Vert: 15=154(F=77, B=77) 16=85(F=42, B=42) 17=-104(F=-52, B=-52) 18=21(F=11, 13=11) 19=-55(F=-28, B=-28) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. �� Design valid f r use only with MTekO connectors, This design Is based only upon parameters shown, and is for an individual building component, not a truss system. before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall R building desig '. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �iTek' Is olways requi ad for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st "rage, delivery, erection and braging of busses and truss rystems, see ANSI/TPI7 Quality Criteda, DSB•89 and BC51 Building Component 6904 Parke East Blvd. Safety In rma Ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply 29313 Lot 5 Queens Isle nslsa7e 1 29313 -HJ78 Diagonal Hip Girder 1 1 I Job Reference (optional Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:00 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1kymffR-EGKBgyL7Co4_gpQ20cSi?PXLK?ncx01KKx10?YyLuCX -2-1.15 4-2-3 6-8-8 9.10.1 2-8-15 4-2-3 2-6-6 3-1-8 Scale=1:26.9 2x4 II 8 7 3x4 = 15 3x6 = 3x4 = 1x4 II I1 -3- 4-2-3 2.6.6 3-1-8 Plate Offs "ts (X Y)-- f10:0-4-80-9-01 LOADING I(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL ,30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.13 11 >490 240 MT20 244/190 TCDL j15.0 Lumber DOL 1.33 BC 0.96 Vert(TL) -0.11 11 >579 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.11 14 n/a n/a BCDL I10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 56lb FT=0% LUMBER- ill BRACING - TOP CHO D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHO ID 2x4 SP No.2 'Except' end verticals. 1 3-11: 2x4 SP No.1, 1-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. Except: WEBS 2x4 SP No.3 5-2-0 oc bracing: 10-12 MiTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer 4 Installation uide. REACTIO S. All bearings Mechanical except (jt=length) 3=0-10-15, 13=0-11-5. (I ) - Max Horz 3=300(LC 20) Max Uplift All uplift 100 lb or less atjoint(s) except 9=-223(LC 4), 3=-357(LC 4), 14=-196(LC 28), 13=464(LC 9) l Max Grav All reactions 250 lb or less atjoint(s) 14 except 9=338(LC 28), 3=643(LC it 17), 13= 1 003(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 3-19=-453/634, 4-19=-431/652, 4-5=-826/494 BOT CHORD 3-21=-608/243, 13-21=-608/243, 12-13=-717/626, 10-22=-428/742, 9-22=-428/742, 10-12=-749'914,5-10=-589/458 WEBS 4-13=-1123/543, 4-10=-667/1419, 5-9=-756/453, 10-13=-493/272 111111111111j �I PS A A �� NOTES- 1) Wind: AS E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; %0% �� �` .•'�C E Ns •• '9/L �� w� �. �, �`••.• Exp D; E °cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates ch 'Icked for a plus or minus 0 degree rotation about Its center. N O 3 9380. _ V •� 3) This trus ihas been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) • This tru s 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 r * *_ fit betwee�, the bottom chord and any other members. -0 5) Refer to g tder(s) for truss to truss connections. : -rY ZP E U` 6) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 9, 357 lb uplift at Joint 3, 196 lb upI ft at joint 14 and 464 lb uplift at joint 13. - d'�s•' 7) "Semi-rigi Including heels" Member end fixity model was used in the analysis and design of this truss. ��� (�s • O R O.••. \� ��` pitchbreaks lb down 92 lb 1-3-15, ��� S�"• • ° • 8) Hanger(s) for other connection device(s) shall be provided sufficient to support concentrated load(s) 117 and up at �� `� 151 lb do n and 146 lb up at 4-1-14, 145 l4 lb down and 173 1p 27 lb n down and 106 lb up at 41-3-15, t31 and 0 lb p at 6-11 13 on top chord, and b down and 39 lb up atb 212 lb1down and 153 lb uat 1 5, and 39dlb1down and 47 lb up all 6-8-8, and 705 lb down and 660 lb up at 6-8-8 on bottom chord. The design/selection of such connection device(s) is the Thomas A. Albant PE ND.39380 responsibi ity of others. MiTek USA, Inc. FL Cert 6634 9) In the LOgD CASE(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 Standard Standard Date: November 6,2015 ® WARNINGJi". e1010312015 BEFORE USE. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 rev. Design valid use only with MiTeI2 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss systemefore building desl use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always requifbd prevent for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'rage, 6904 Parke East Blvd. fabrication, st SafetyInforms delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job II Truss Truss Type Ply 29313 Lot 5 Queens Isle �11 �Qty nslea7e 29313 ^HJ7B Diagonal Hip Girder 1 1 Job Ra ere ce o io al East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sap 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:00 2015 Page 2 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-EGKBgyL7Co4_gpQ20cSi7PXLK7ncx01KKx107YyLuCX LOAD CAPE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 l)niformlLoads (plf) Vert: 1-6=-90, 6-7=-30, 12-16=-20, 11-12=-20, 8-10=20, 1-14=-20 Concert gated Loads (lb) Vert: 11=219(F=256, B=38) 4=56(F=42, B=14) 19=92(8) 20=64(F=90, B=-26) 21=72(F=63, B=9) ®WARNING I !Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid r use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system!IBefore use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building desl n. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always req ❑ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informr�t,lon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job 'I Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle 29313 Ill -HJ7b DIAGONAL HIP GIRDER 1 1T7618879 Job Re a ence o tional East CoastI russ, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. FM Nov 06 14:37:01 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-iSuZtlMlz5Crly7FyK xYc3alP94gRNTZblyXyLuCW -2-9.15 4.2-15 5-8-8 , 8-&8 r_ 9.10-1 2-9-15 4-2-15 1-5 10 1.0 0 3.1-9 Scale = 1:24.9 �1� 3x4 = 15 5x5 3x6 II 2x4 II 6 Plate Offs 'ts X Y -- 4:0-2-8 0-2-12 12:0-4-6 0-7-4 13:0-2-8 0-3-0 LOADING i psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.18 11 >352 240 MT20 244/190 TCDL Y1Y5.0 Lumber DOL 1.33 BC 0.81 Vert(TL) 0.15 11 >413 180 BCLL II 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) -0.08 15 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 56 lb FT = 0% LUMBER- BRACING - TOP CHO D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHO 'D 2x4 SP No.2 `Except" end verticals. 3-11: 2x4 SP 285OF 1.8E, 1-14: 2x4 SP No.3, 5-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS { 2x4 SP No.3 4-8-0 oc bracing: 10-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIO 3. (lb/size) 9=132/Mechanical, 15=910/Mechanical, 13=525/0-11-5 Max Horz 13=293(LC 4) Max Uplift 9=-1 96(LC 8), 15=-794(LC 4). 13=-1376(LC 16) Max Grav 9=343(LC 27), 15=91 O(LC 1), 13=2196(LC 22) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 3-4-755/790, 4-5=-7181549 BOT CHO D 3-20=-708/693, 13-20=-708/693, 12-13=-958/774, 10-21=-528/769, 9-21=-528/769, 10-12=-1126/1116, 5-10=-385/391 WEBS 2-15=-901/767, 4-13=-2363/1471, 10-13=-3961278, 4-10=-1420/1617, 5-9=-765/563 V NOTES- R, 1) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; �,111111111/1jII � $ A. �I So, 'OP Exp D; E ;cl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 the truss For to wind to the face), see Standard Industry ��% s��•.: v/ �� 2) Truss de igned for wind loads in the plane of only. studs exposed (normal Gable EA Details as applicable, or consult qualified building designer as perANSI/TPI 1. �� V • No 39380 e •r 3) Plates ch cked for a plus or minus 0 degree rotation about its center. 4) Gable st tls spaced at 2-0-0 oc. bottom live load other live loads. e f ,_* 5) This trus has been designed for a 10.0 psf chord nonconcurrent with any • °s 3-6-0 tall by 2-0-0 will 6) This tru has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle wide -0 fit between the bottom chord and any other members. 7) Refer to `irder(s) for truss to truss connections. : -fS �� NE�•�La r� fw • 8) Provide mpchanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 9, 794 lb uplift at joint 15 <0! and 13761buplift atjoint 13. 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ,•c�-•'���••�•"N��,, ��`' ••••••••. (? 1 , , 10) Hanger(.) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down and 620 lb up at 6-11-13 11/111111111�,` 4-1-14, 74 lb down and 877 lb up at 4-1-14, and 185 lb down and 138 lb up at 6-11-13, and 127 lb down and 90 lb up at on top chor , and 260 lb down and 315 lb up at 1-3-15, 260 lb down and 315 lb up at 1-3-15, and 126 lb down and 100 lb up at 6-8-8, Thomas A. Albanl PE No.39380 and 705 !b down and 660 lb up at 6-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of MiTek USA, Inc. FL Cert 6634 others. I 6904 Parke East Blvd. Tampa FL 33610 11) In the L CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: �4D II November 6,2015 LOAD CAS (S) Standard WARNING �Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid f r use only with Wek(D connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system I'Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulldling dell n. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always req Tred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stPrage, 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 Intormytlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618879 29313 III -HJ7C DIAGQNAL HIP GIRDER 1 1 Job Reference (013tionah East Coat Truss, Ft. Pierce, FL 34946 7.64u a Sep zu zu10 mi I eK Inoustrles, Inc. rn NOV lie 14:3(;U1 LU10 rage I D:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-iSuZtlMlz5Crly7FyK_xYc3alP94gRNTZb1 yXyLuC W LOAD ASE(S) Standard 1) Dee `+ Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Unifo Loads (pit) it Vert: 1-6=-90, 6-7=-90, 12-16=-20, 11-12=-20, 8-10=-20, 1-14=-20 Conc I' ntrated Loads (lb) 11I Vert: 11=298(F=41, 13=256) 4=-57(F=320, B=-377) 19=129(F=39, B=90) 20=-521(F=-260, B=-260) ® WARNING f Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid f 'r use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system lBefore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always requ'ed for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st rage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•8P and BCSI Building Component 69D4 Parke East Blvd. Safety Informs Ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job II, Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618880 29313 �I i A01G ROOF SPECIAL GIRDER 1 3 Job Re ere ce iona East Coe Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:03 2015 Page 1 I D:Y2K7aN NgEy_MfDpNzGaQ 1 kymffR-er7Kl_N?VjSZXG9d310Pd19xkCpT8MYmOvVl3ctyLuCU 15-M 28-8-129-5-10 _2-0-0 1:1 P _ _0 __ __ 0-- - -0 2-0-0 5.10.5 5-1-11 3-2-0 -0.0 4-6.0 4-8-0 2-8-0 -0-0 0-8-1 5-0-0 0-4-0 0-6-00-0-14 Scale = 1:67.6 4.50 12 5x8 = 2x4 II 5x8 = 4 30 5 6 22 21 20 4x4 = 3x4 = 14 13 12 3x6 -_ 2x4 II 4x8 = 5x8 = 6x6 I 14x4 = 3x6 2x4 II 5x16 = Special Mil-a9-5-10 5-10-5 11-0-0 14-2-0 5-2-0 20-0-0 248-0 27-2-0 8-2- 2 -0-1 35-0.0 5-10-5 5-1-11 3-2-0 -0-0 4_10_5 4-8-0 -0-0 1 018-1 5-8-e II 0-e-00-0-14 Plate Offsets X Y- 1:0-2-2 0-1-0 4:0-5-8 0-2-8 6:0-5-8 0-2-8 15:0-3-0 0-2-8 18:0-2-12 0-2-8 LOADIN130.0 (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL Plate Grip DOL 1.33 TC 0.66 Vert(LL) 0.50 16-17 >843 240 MT20 244/190 TCDL Lumber DOL 1.33 BC 0.88 Vert(TL) -0.75 16-17 >560 180 BCLL 1115.0 0.0 ' Rep Stress Incr NO WB 0.48 Horz(TL) 0.20 11 n/a nla BCDL 1110.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 598 lb FT = 0% LUMBER -II BRACING - TOP CHO o D 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHO D 2.4 SP No .1 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-19: 2x4 SP No.2, 5-20: 2x4 SP No.3 8-10-14 oc bracing: 16-17 WEBS 2x4 SP No.3 *Except* 9-1-10 oc bracing: 15-16 9-13: 2x6 SP No.2 9-7-10 oc bracing: 11-12. I OTHERS 2x4 SP No.3 10-0-0 oc bracing: 18-20 REACTIO (lb/size) 11=4613/0-8-0, 2=2573/0-8-0 �S. Max Horz 2=161(LC 24) Max Uplift 11 =-2853(LC 8), 2=-1628(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO 2-3=-5551/3201, 3-4=-5038/3027, 4-30=-6026/3702, 5-30=-6026/3702, 5-6=-6109/3752, ID 6-7=-7429/4500,7-8=-12790/7834,8-9=-13521/8427,9-10=-12592/7829, 10-11=-10901/6767 BOT CHO D 2-22=-2868/5096, 21-22=-2868/5096, 20-21=-467/753, 17-18=-3993/7017, 16-17=-7651/12819, 15-16=-7303/12018, 12-13=-4188/6776, 11-12=-6206/10070, 5-18=-434/334 WEBS 111!!!!/ 11 �I� I 3-21=-584/464, 4-21=-433/209, 6-18=-12491767, 6-17=-1584/2686, 7-17=-6415/4040, A 2--1339/837, 19 11// 1252067/337510-15=1095/1912, 18-21=2111/3943, 4-18=1288/2265 .•'\DENS'' '• �•••• i NOTES- 1) 3-ply trust/ to be connected together with 1Od (0.131"x3") nails as follows: NO 39380 .. Top chor s connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom c lIords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs corYlnected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. - ��•/ `' 2) All loads "re considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply : r connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanc„d roof live loads have been considered for this design. -. = - , �o 4) Wind: AS, E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. 11; 'cl., r� ,• ,� �� ' ��.•• ���� iiss Exp D; E GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 l ' .......' 5) Provide a equate drainage to prevent water ponding. 6) Plates ch cked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This tru s 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 o N.393 80 Thomas A. Albans PE .393 fit betwee °I the bottom chord and any other members. MiTek USA, Inc. FL 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2853 lb uplift at joint 11 and 1628 lb uplift at 6904 Parke East Bivd, Tampa FL 33610 joint 2. Data: 10) "Semi-ri Id pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ti November 6,2015 A WARNING -I Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design If i �r use only with MTekO connectors. This design is based any upon parameters shown, and is for an Individual building component, not a truss system lBefore use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building deslg I Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek _'. is always re red for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st rage, 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 Informa Ion available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isla JAOIG T7618680 29313 ROOF SPECIAL GIRDER 1 9 J Job Reference o tiona East Coast NOTES- 11) Hang FL Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:37:03 2015 Page 2 I D:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-er7Kl_N7VjSZXG9d310Pdl9xkCpT8MYmDvW3ctyLuCU or other connection device(s) shall be provided sufficient to support concentrated load(s) 3225 lb dawn and 2149 lb up at 29-5-10 on bottom chord. The action of such connection device(s) is the responsibility of others. LOAD CA E(S) Standard 1) Dead + ioof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) ert:1-4=-87, 4-6=-87, 6-7=-87, 7-8=-87, 8-11 =-87, 20-27=-19, 19-20=-19, 15-18=-19, 14-24=-19 Concentiiated Loads (lb) ert: 13=3225(F) ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid f 'ruse onN `With MITek® connectors. This design is based only upon parameters shown. and Is for on Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always requ ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st rage, 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 Informa Jon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T761B8e1 29313 `I A02 ROOF SPECIAL 1 1 Job Re e e ce o 'o a East Co st Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:37:04 2016 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-61ZiVJOeGOaQ9QkpdSXeAFh3Dc9SthmvFZGc8JyLuCT �I , -2.0-0 6-10-5 13.0-0 15-2-0 18-0-0 22-8-0 26-8.0 27 2.0 33.4.0 346-11, 2.0.0 6-10.5 6-1-11 2-2-0 2-10,0 4-8-0 4-0.0 0.8-0 8-2.0 1., 1 2x4 1 4.50 12 5x8 = 5x5 = Scale = 1:68.7 21 2011 X8 B5x8 = 3x8 = 3X4 = 15 13 12 5x6 II 3X6 = = 6x8 M18SHS = 2x4 II = 4x6 1.81 L12 5x12 — LOADIN (psf) TCLL `30.0 TCDL 15.0 BCLL V 0.0 ' BCDL �10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.87 BC 0.83 WB 1.00 (Matrix-S) DEFL. in (loc) Ildefl L/d Vert(LL) 0.58 16-17 >712 240 Vert(TL) -0.93 16-17 >444 180 Horz(TL) 0.30 11 n/a n/a PLATES GRIP MT20 2441190 M18SHS 2441190 Weight: 200 lb FT = 0% LUMBER-11 BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHO D 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 2-19,14-18: 2.4 SP No.1 WEBS 1 Row at midpt 6-17, 18-21 WEBS II 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing OTHERS 18-21, 2x4 SP No.2 be installed during truss erection, In accordance with Stabilizer 2x4 SP No.3 nst Ilatio guide, REACTIO S. (lb/size) 11=1963/Mechanical, 2=2121/0-8-0 �� Max Horz 2=188(LC 7) Max Uplift 11=-1067(LC 8), 2=-1314(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=4323/2349, 3-4=-3805/2154, 4-5=-3732/2240, 5-6=-4021/2306, 6-7=5433I3091, I1 7-8=4965/2714, 8-9=-4240/2301, 9-10=-2480/1346, 10-11 =-1 782/977 BOT CHO 2-21=-2111/3941, 20-21=-192/358, 17-18=-1754/3527, 16-17=-2899/5471, ID 14-16=-2254/4301, 12-13=-1530/2810, 13-14=-1999/3786 WEBS �� 3-18=-597/409, 4-18=-262/611, 4-17=-201/518, 5-17=-469/945, 6-17=-2044/1208, 6-16=-728/489, 7-16=-765/1398, 7-14=-257/608, 9-12=-1825/1016, 10-12=-1511/2785, 41 8-13=-1106/663, 8-14=-487/1039, 18-21=-1924/3593 9-13=-605/1181, A. NOTES- aapp i �� �,,`�`v`PS A<Q N S'�•.9�i��i� 1) Unbalan 2) Wind: A ad roof live loads have been considered for this design. ,���,`�.•��ii 'CE 7-10; Vult=170mph (3-second gust) Vasd=132mph;.TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp D; • ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 No 39380 w 3) Provide 4) All plate 5) Plates c dequate drainage to prevent water ponding. - : `' Hare MT20 plates unless otherwise Indicated. ecked for a plus or minus 0 degree rotation about its center. + 0 6) This trus 7) • This tru has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���" ••. s 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 ( r E fit betwe - . 'n the bottom chord and any other members. r .� 8) Refer to 9) Provide irder(s) for truss to truss connections. �j i >< Qom, •` \ ••• C% °echanical connection (by others) of truss to bearing capable of withstanding 1067 lb uplift at joint 11 and 1314 lb uplift at �Itss ........ 2 plate %, ` �s �'�� N 1 ) This tjoint ru design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y2" gypsum �� [lilt sheetro be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: November 6,2015 A WARNING Design validi'ir1rage, }'!Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MII.7473 rev. 101032015 BEFORE USE. ii11r use only with Mnela connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss systeBefore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building de. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always reed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, 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 Inform !]an available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job it Truss Truss Type Qty Ply 5 Oueens Isle F29313Lot T7618882 29313 I A03 ROOF SPECIAL 1 1efere ce o do al East Co st Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:06 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-2QhSw7Quodg70kuCktZ6FgnQyQtBLeECisljDCyLuCR 16-0-0 -2-0-0 5-0-0 7-3-0 12-2-0 15-0-0 15 20-M 248-0 27-2-0 31-4-0 34-e-11 2.0-0 1-9.0 4.11-0 2-10-0 0-,6- 4.8-0 4.0-0 2-6-0 4.2-0 3-4-11 0-6-0 Scale = 1:70.1 5x1OM18SHS = 2x4 II 4 20 19 -- 14 13 1z „ 3x6 = 5x6 = 5x12 = 3x4 = 5x8 = 5x10 = 5x8 II 4x8 = 3x4 = LOADIN ll(psf) TCLL TCDL BCLL BCDL jl 30.0 II 15.0 0.0 ' C 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.79 BC 0.76 WB 0.81 (Matrix-S) DEFL. in floc) I/defl L/d Vert(LL) 0.58 16-17 >721 240 Vert(TL) -0.94 16-17 >444 180 Horz(TL) 0.26 11 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 205 lb FT = 0% LUMBER 11 BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCH RD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-18,15-17: 2x4 SP No.1, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15, 17-19 WEBS ji, 2x4 SP No.3 'Except* WEBS 1 Row at midpt 6-17, 17-20 10-12,12-15,17-20: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIO S. (lb/size) 11=1920/Mechanical, 2=2104/0-8-0 Max Horz 2=219(LC 8) I Max Uplift 11=-1082(LC 8), 2=-1317(LC 8) FORCES. `(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-4247/2342, 3-4=-3599/2093, 4-5=-3466/2176, 5-6=-3051/1838, 6-25=-4536/2680, li 7-25=-4536/2680, 7-8=-4865/2842, 8-9=-4744/2671, 9-10=-3548/1995, 10-11=-182811054 BOT CHO D 2-20=-2164/3869, 19-20=-429/812, 16-17=-2477/4555, 15-16=-2096/3831, 12-13=-475/758, 8-15=-353/307, 4-17=-310/222 WEBS 6-17=-1 982/1196, 6-16=-465/365, 7-16=-497/957, 7-15=-569/980, 9-15=-427/830, 10-12=-2137/3803, 12-1 5=157712890, 17-20=-1740/3066, ,'�1►111111/��,t VI9-12=-2152/1264, 3-17=-758/481,5-17=-1082/1795 PS A A 4, <e9�I�_♦♦i♦ NOTES- 1) Unbalan ,0 ii I �� ��� G E 1118 ed roof live loads have been considered for this design. �� '� .•��,� Fes'.. v/ 2) Wind: A iCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp D; pcl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,60 plate grip DOL=1.60 NO 39380 3) Provide 4) All plate ldequate drainage to prevent water ponding. TIC Aare MT20 plates unless otherwise Indicated. — 5) The soli 1isection of the plate is required to be placed over the splice line at joint(s) 15. ��� 6) Plate(s) 7) Plate(s) tjoint(s) 1, 5, 6, 7, 9, 11, 2, 17, 3, 20, 16, 12, 10, 8, 13, 4 and 19 checked for a plus or minus 0 degree rotation about its center. .;� '" / , {" V 't joint(s) 15 checked for a plus or minus 3 degree rotation about its center. • - - ' 4 8) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��:R 9) • This tru s 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 ,.O R 1 • `� fit betwe r`� the bottom chord and any other members. �� S� In girder(s) fo truss to truss Vmechani cothers) � 1/,,`a 111) Provide alrconnection of truss to bearing late capable of withstandin 1082 lb uplift atjoint 11 and 1317 lb uplift 1111111 (Y ) 9P P 9 P j P at joint Thomas A. Albanl PE No.39380 12) This tru s design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/z" gypsum MITek USA, Inc. FL Cert 6634 I sheetro be applied directly to the bottom chord. 6904 Parke East Blvd, Tampa FL 33610 ik Date: fi November 6,2015 WARNING 'Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII.7473 rev. 10/03/2016 BEFORE USE. Design all or use on y with IvL7ek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��� at russ syste building desi :I Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 'n. Bracing indicated 1s to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always req fabric aifon, Ired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the s''brage. 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 Inlorm !Ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job II Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618883 29313 �� A04 ROOF SPECIAL 1 1 Job Reference (optional East Coa Truss, Ft. Pierce, FL 34946 - 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:37:07 2015 Page 1 I' ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-WcFr8LQWZxy_OtT01a4LntJaUpAV43UMxWUGIeyLuCQ -2-0-0 6-1-5 10-0-0 1$-0-0 18-9-0 22-8-0 28-8-0 29-4-0 32-0-8 34-a-11 {{ 2-0-0 6-ts 3-10-11 5-8-0 3-2-0 4.0-0 4-0-0 2-8-0 2-8.5 2-8-5 4.50 12 5x5 = 5x5 = 5x10M1BSHS = 21 " 20 — 18 11 — 3x6 — 5x8 = 3x8 = 4x6 = 5x6 8x10 M18SHS = 2.57 12 x4 11 2x4 11 23 —1 — 3x4 = Scale = 1:69.9 LOADIN TCLL TCDL BCLL BCDL 1110.0 11(psf) 130.0 I15.0 �. 0.0 ' SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.87 BC 0.94 WB 0.93 (Matrix-S) DEFL, in (loc) I/deft L/d Vert(LL) 0.59 20-21 >704 240 Vert(TL) -1.08 20-21 >382 180 Horz(TL) 0.39 23 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 203 Ito FT = 0% LUMBER I1 BRACING - TOP CHO D 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-9: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHO D 2x4 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 15 2-21: 2x4 SP No.1, 12-15: 2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing WEBS I 2x4 SP No.3 *Except* be Installed during truss erection, in accordance with Stabilizer 9-13,11-13: 2x4 SP No.2 I st I olio u'de OTHERS 2x4 SP No.3 REACTIOIIS. (lb/size) 2=2119/0-8-0, 23=1987/0-3-8 Max Harz 2=284(LC 8) I Max Uplift 2=-1309(LC 8), 23=-1066(LC 8) FORCES. ii(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-4306/2367, 3-4=-3877/2154, 4-5=-3762/2169, 5-6=-3912/2353, 6-7=-3833/2291, 7-27=-3526/2072,8-27=-3526/2072,8-9=-5658/2979,9-10=-3584/1901, t 10-11=-3584/1901, 12-23=-1987/1066, 11-12=-1908/1042 BOT CHO D 2-21=-2261/3928, 21-28=-1466/2802, 28-29=1466/2802, 20-29=-1466/2802, 19-20=-1721/3292,18-19=-1721/3292,14-15=-3686/6853,13-14=-3679/6849, WEBS 15-18=-1780/3426 --1111111111���� �'� /4 81830/i136, 5362954972,011 ,,Olv`PS• A • 8-18=-694/438, 6-15=-1281/260969-05 9013 13 040/3856, 5-21=-466/426 ��� •' E NSF'•.; �,�C NOTES- 1) Unbalan lo VI NO 39380. live loads have been for this design. 2) Wind: A ad roof considered CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. 11; I'cl., Exp D; E }.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 b : 3) Provide �:•� dequate drainage to prevent water ponding. 4) All plateslaIre ���,,!'�•'� MT20 plates unless otherwise indicated. :� -1ST. M Ection 5) The solid of the plate is required to be placed over the splice line at joint(s) 21. Iijoint(s) Q•.• 6) Plate(s) 4, 6, 7, B. 9, 2, 15, 12, 3, 20, 18, 1, 19, 17, 14, 10, 13, 11 and 5 checked for a plus or minus 0 degree rotation about its ; R �\ `��� center. ,'�' •0 s...... its ��,sO 7) Plate(s) t joint(s) 21 checked for a plus or minus 3 degree rotation about center. NA live loads. III 8) This trus 9) • This tru ,Ihas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other /I f 11 ij1 s 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° Thomas A. Albaril PE No:39380 the bottom chord and any other members, with BCDL = 10.Opsf. 10) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cert 6634 capacity'of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 11) Provide h echanical connection (by others) of truss to bearing plate capable of withstanding 1309 lb uplift at joint 2 and 1066 lb uplift at Date: joint 23. November 6,2015 I Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. A WARNING Design valid or use only with MRek(B connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss syste desl l Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall Indfcaied is to buckling Individual truss only. Addiilonal temporary and bracing MiTek' building Is always req fabrication, n. Bracing prevent of web and/or chord members permanent Ired for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the 6904 Parka East Blvd. s orage, delivery, erection and bracing of trusses and tnus systems, see ANSI/TPII Quality Cr(leria, DSB-89 and BC51 Building Component Safety Inform ilon available from Truss Plate Institute,Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type My Ply 29313 Lot 5 Queens Isle T76188e3 29313 A04 ROOF SPECIAL 1 1 Job Reference (wtionall East Coast NOTES- 12) This tr chord. Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:37:07 2015 Page 2 ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-WcFrBLQWZxy_OtT0la4LntJaUpAV43UMxWUGleyLuCQ design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom ® WARNING I Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1O1O312O15 BEFORE USE. Design valid or use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not a truss syste ;J, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall v buildlngdesilin. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always sect Ired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job II Truss Truss Type Qty Ply. 29313 Lot 5 Queens Isle T7618884 29313 A05 ROOF SPECIAL 1 1 I `Job Re e e ce o ti al East Coe I Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:08 2015 Page 1 ID:Y2K7aNNgEy_MtDpNzGaQlkymffR-?ppOLhRBKF4rd11bslcaK5smrDWupMVAAEgH4yLuCP 8-1-5 15-6-0 16.8. 20.8.0 27-4-0 _ 28-8-0 34-0.0 348-i 1 l� 2-0-0 8.1-5 7.4-11 1.2.0 4-0-0 6-8.0 1-40 5-4-0 0-�-11 2X4 4.50 12 5x5 = 5x8 = 5x8 M18SHS = 20- 18 1r 10 2X4 II 5x6 WB = 3x8 = 7x8 = 6x8 M18SHS = 3x6 — 2X4 II Scale = 1:74.0 l l iHS = 1 N d N d N 22 � 4x6 = Plate Off ets X Y — 6:0-5-4 0-2-8 7:•0-4-0 0-2-0 8:0-5-4 0-3-0 10:0-4-0 0-2-0 14:0.6-0 Ed e LOADIN TCLL �I(psf) `30.0 SPACING- 2-0-0 Plate Grip DOL 1.33 CSI. TC 0.83 DEFL. in (loc) I/defl Ud Vert(LL) 0.51 18-20 >817 240 PLATES GRIP MT20 2441190 TCDL VI15.0 Lumber DOL 1.33 BC 0.93 Vert(TL) -0.92 18-20 >452 180 M18SHS 244/190 BCLL BCDL I1 0.0 00.0 Rep Stress incr YES Code FBC2014/rPI2007 WB 0.93 (Matrix-S) Horz(TL) 0.35 22 n/a n/a Weight: 211 lb FT = 0%e LUMBER {I BRACING. TOP CHO , D 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHO �II D 2x4 SP No.2 'Except' WEBS 1 Row at midpt 3-18, 14-17, 7-14 12-14: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 `Except* be installed during truss erection, in accordance with Stabilizer V� 8-16,10-13,7-14: 2x4 SP No.2 Installation guide. OTHERS `I 2x4 SP No.3 REACTIO IIS. (lb/size) 2=2092/0-8-0, 22=1916/0-3-8 Max Horz 2=330(LC 8) it Max Uplift2=-1314(LC 8), 22=-1090(LC 8) FORCES. � (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-4184/2314, 3-4=-3001/1745, 4-5=-2880/1787, 5-6=-3054/1929, 6-7=-2921/1857, 7-8=-5850/3459, 8-9=-3064/1751, 9-10=-3064/1751, 12-22=-1916/1090 BOTCHOD 2-20=-2235/3800, 19-20=-2235/3800, 18-19=-223513800, 17-18=-1641/2965, il 16-17=-201/344, 13-14=-3139/5479, 12-13=-327/564 WEBS 3-20=0/332, 3-18=-1228/795, 5-18=-800/1446, 6-18=995/533, 6-17=-278/160, 11 7-17=-325/213, 14-17=-1443/2611, B-14=-1101/775, 10-13=-1691/3011, 8-13=-2772/1616, A�il�!)/�� 9-13=-295/319, 10-12=-183211085, 7-14=-1760/2951 �� (�.S NOTES- �I O ��,••�,�C E N SF�'. v/ �i 1) Unbalan' d roof live loads have been considered for this design. ��� s 2) Wind: A 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. 11; No 39380 ICE Exp D; cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide iiequate drainage to water ponding. prevent 4) All pl, spare MT20 plates unless otherwise indicated. 5) Plates c ecked for a plus or minus 0 degree rotation about its center. 6) This trus has been designed for a 10.0 psf bottom chord live lead nonconcuTent with any other live loads. *�. E 7) ' This tru s 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 betwe the bottom chord and any other members. 8) Bearing t joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 0i, ;:tN • • - 0 R �� tS • • • • • • •' �� cal connection (by others) of truss to bearing plate capable of withstanding 1314 lb uplift at joint 2 and 1090 lb uplift at surface.��� 9) Provideof 'lechani 5;� N A� joint 22. II 10) This tru s design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum Thomas A. Albans PE No,39380 MiTek USA, Inc. FL CeR 6634 sheetro k be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 S` Date: t November 6,2015 WARNING �lVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. �- Design valid or use only with MfTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss syste (Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall g building desi 'n. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � VIiTe k• Is always req tred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st"rage, 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 InformdNon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618885 29313 �I A06 I ROOF SPECIAL 1 1 lI Job Reference (optional East Cc st Truss, Ft. Pierce, FL 34946 7,640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:09 2015 Page 1 I0:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-T?NbZ1 Sm4YCiFBcnQ?7ptlPvidrWY_FePgzNpXyLuC 0 -2-0-0 5.11-2 11-1-9 16-4.0 18-8-0 , 26-5.8 , 2" 0 , 33-1-8 34-8 2-0-0 5.11-2 5-2-7 5-2-7 2-40 7-9-8 2-2-8 45.8 1-7-3 Scale = 1:69.9 I 2x4 4.50 12 5x5 = 5x8 = -- - I la w 6X6 G 3x4 = 5x8 WB = 3x8 = 3x4 = 5x6 3x6 = 5.44 12 4x4 = Plate Off 'ets (X Y)-- 14:0-3-0 Edoel 17:0-5-8 0-2-81 18:0-5-4 0-2-121 f9:0-5-12 0-2-81 I LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 130.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) 0.44 17-19 >952 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.33 BC 0.91 Vert(TL) -0.74 17-19 >559 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.25 21 n/a n/a BCDL C 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 204 lb FT = 0% LUMBER1, BRACING - TOP CH IRD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. l 7-8: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHO` D 2x4 SP No.2 *Except* WEBS 1 Row at midpt 8-16 I 2-18: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS it 2x4 SP No.3 `Except' be installed during truss erection, in accordance with Stabilizer I 9-13: 2x4 SP No.2Installationguide, OTHERS `� 2x4 SP No.3 `I REACTIO S. (lb/size) 2=2095/0-8-0, 21=1930/0-3-8 Max Horz 2=330(LC 8) Max Uplift 2=-1312(LC 8), 21=-1086(LC 8) FORCES. II(lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHO ID 2-3=4282/2388, 3-4=-3907/2216, 4-5=-3755/2235, 5-6=-2898/1774, 6-7=-2642/1731, 7-8=2957/1750. 8-9=-3907/2224, 9-10=-1394/794, 11-21=-1930/1086, 10-11=-1927/1080 BOT CHO D 2-19=-2334/3909, 18-19=-1939/3345, 17-18=-1939/3345, 16-17=-1443/2664, 14-16=-2072/3675,12-13=-692/1241,13-14=2252/3997 WEBS ` 3-19=-442/386, 5-19=-196/498, 5-17=-934/671, 6-17=464/765, 7-17=-344/250, ,�� �// V 7-16=-237/539, 8-16=-1142/706, 8-14=-1556/1019, 8-13=-219/439, 9-13=1680/3020, v�o /// 9-12=-1384/850, 10-12=-1105/1970 �`O� pS. A. NOTES- `,��,`�`••�\Ci E IV $k'-' 1) Unbalan lied roof live loads have been considered for this design. � 2) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. Il; NO 39380. Exp D; E"cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide 'tlequate drainage to prevent water ponding. y 4) Plates c ecked for a plus or minus 0 degree rotation about its center. 5) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. >• -�� 6) • This tru s 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 ! TA fit betwe n the bottom chord and any other members. • 7) Bearing Iijoint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ��� R .• �_% of bearin surface. �j� <�S •' • • • • • `� �� 8) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 1312 lb uplift at joint 2 and 1086 lb uplift at / joint21. I I" fifl�lti�, 9) This trus ;ldesign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''Y2" gypsum Thomas A. Aihani PE No.39380 sheetroc Ibe applied directly to the bottom chord. I� MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 RA CE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. WARNING 'Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFE N Design valid II r use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss syste (Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p pr building des n. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I' always req ((ed for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, stproge, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Cdieria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Informq(lon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job l Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle i T7618886 29313 A07 COMMON 2 1 b Reference (optional casr C-i iCC Iiuss, n...erue. FL 34v46 ,.,•.,..,�a....,,,,,,,,,,,,,,�..,...,,,.,,,,,,.,,.,.... .,._..._.._._._e-. .3op ,. ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-xBwzm NTOrsKZtLBzzje2PWx431 CN HPZodUjwMzyLuCN -2-0-0 6-3-3 12-5-0 17-6-0 22-7-0 i _ 28-8.13 , 348-11 y 2-0.0 6.3.3 8-1-13 5-1-0 5-1.0 8-1-13 5-11-14 G 1 Scale = 1:63.3 5x5 = 4.50 12 5 3x4 3x4 % 3x8 C 46 % 5 7 8 2x4 4 2x4 3 9 10 2x'Il 2 i�l 1il 15 14 13 12 11 li 3x4 = 4xe = 3x8 -_ 46 = 3x4 = 46 = 3x8 = ' 6xe II i i 9-0-14 17.6.0 25-11-2 348-11 9-0-14 8-5.2 8-5-2 8-9-9 Plate Offsets (X Y)- 14:0-3-0 Edael 110:0-0-0 0-1-81 110:0-2-8 0-6-141 LOADING psf) SPACING- 2-0-0 CSI. DEFL. In ([cc) War Lid PLATES GRIP TCLL 0.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) 0.47 13-15 >894 240 MT20 244/190 TCDL .5.0 Lumber DOL 1.33 BC 0.87 Vert(TL) -0.79 11-13 >530 180 BCLL .10.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.21 10 n/a n/a BCDL 0.0 Code FBC2014rrP12007 (Matrix-S) Weight: 171 lb FT = 0% LUMBER- 11 BRACING - TOP CHOF D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHOF D 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. I 12-14: 2x4 SP No.2 Tel recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 s ajide. WEDGE Right: 2x4 P No.3 REACTIO S. (lb/size) 2=2095/0-8-0, 10=1905/Mechanical MH2=244(LC 7) MaxUplift2-1329(LC 8), 10=-1091(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO 2-3=-4281/2446, 3-4=-3842/2233, 4-5=-3745/2254, 5-6=-2754/1761, 6-7=-2754/1761, 07-8=3598/2246, 8.9=-3777/2224, 9-10=-4161/2427 BOT CHORD 2-15=-2163/3910, 14-15=-1650/3181, 13-14=1650/3181, 12-13=-1648/3160, WEBS 11-12=-1648/3160,10-11=-2140/3805 6 13- 924/1478 7 13- 947/694 7 11= 258/551 9 11= 491/449 5 13- 9691697 5-15=-268/602, 3-15=-539/470 - ````�`�511�111/1jI `� OAP A�6♦�. NOTES- i G E N ••'•.'9 1) Unbalan ed roof live loads have been considered for this design. `� ` •.' �\ S •� 2� 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp D; E 'cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Z No 39380 _ o 3) The solidlsection of the plate is required to be placed over the splice line at joint(s) 4. j -* 4) Plate(s) �t joint(s) 4 checked for a plus or minus 4 degree rotation about its center. 5) Plate(s) Joint(s) 6, 8, 2, 14, 13, 7, 11, 9, 5, 15, 3, 1, 12, 10 and 10 checked for a plus or minus 0 degree rotation about its center. ro 6) This trus ',has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r•� 7) " This tru s 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 �r +5 TA E • (4/ fit betwe( n the bottom chord and any other members. ,• 8) Refer togirder(s) for truss to truss connections. ♦i♦ ��0 R \ O ♦ ��� 9) Provide r °echanical connection (by others) of truss to bearing plate capable of withstanding 1329 lb uplift at joint 2 and 1091 lb uplift atjoint 10. ♦ 1S `� �� 1 ) This t u �I design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum ♦����Sj�Q N A; ,,�� sheetro k be applied directly to the bottom chord. Thomas A. Alban) PE ND.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: y November 6,2015 A WARNING jlVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid or use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component. not a truss syste building des[ !I Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall 'n. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Is always recii prevent ilred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ly ek• 6904 Parke East Blvd. fabrication, s orage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Sarety Inform ,'tion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job 1 Tfuss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7818687 29313 A08 HIP 1 1 II JobReference io al East Coa TTuuss, 2x4 1 Ft. Pierce, FL - 946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Nov 06 14:37:11 2015 Page 1 ID:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-PNULzjU 1 cASQUVmAXQ9HyjUFWRZVOwcxsSSUuPyLuCM 18-0-0 3 17,6-0 23-52-9 2-0-0 6-7-7 4-11-7 5-5-3 0.8- 5-5-3 4-11-7 6-4-2 0-6-0 Scale = 1:65.1 4.50 12 5x8 M18SHS = P 1Z 3x4 = 46 = 3x8 —_ 46 = 3x4 = 46 = 3x8 — 6x8 II I 17-6-0 9-7-2 L 10:2 17 -0 25-4-14 34-8-11 9-7-2 7-2-14 0- -0 1 7-10-14 9-3-13 0-6-0 Plate Offsets X Y — 4:0-3-0 Ed a 7:0-2-4 0-3-4 9:0-0-0 0-1-8 9:0-2-11 0-6-8 LOADIN l (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.45 12-14 >933 240 MT20 244/190 TCDL 15.0 Lumber DOL ' 1.33 BC 0.81 Vert(TL) -0.73 10-12 >567 180 M18SHS 244/190 BCLL 1f• 0.0 ` Rep Stress Incr YES WB 0.67 Horz(TL) 0.21 9 n/a n/a BCDL B 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 170 lb FT = 0% LUMBER,I BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CH �D ' 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.2 WEBS 1 Row at midpt 5-12, 7-12 WEBS I 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS k 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEDGE Insta I do uide Right: 2x4 SP No.3 REACTIO I S. (lb/size) 2=2095/0-8-0, 9=1905/Mechanical Max Horz 2=241(LC 7) Max Uplift2=-1329(LC 8), 9=-1091(LC 8) FORCES. ,� (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-4229/2413, 3-4=-3803/2220, 4-5=-3658/2237, 5-6=-2789/1765, 6-7=-2792/1764, 7-8=3753/2236, 8-9=-4113/2391 BOT CHO D 2-14=-2122/3854, 13-14=-1715/3294, 12-13=-1715/3294, 11-12=-1724/3282, �I 10-11 =-1 724/3282, 9-10=-2096/3753 WEBS 3-14=-486/418, 5-14=-210/513, 5-12=-993/671, 7-12=-975/675, 7-10=-198/462, 8-10=-423/385, 6-12=-776/1295 ♦♦ ♦♦,� p,S A p ♦ wn NOTES- ♦ 0 Ce'9 "0 E N 1) Unbela ced roof live loads have been considered for this design. ,o�`•t�.'�\ C' S' •.• -yam i� 2) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp D; ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 NO 39380 3) All plate are MT20 plates unless otherwise indicated. r 4) Plates c iecked for a plus or minus 0 degree rotation about its center. -; 5) This tru s has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) ' This t ss 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 betwe In the bottom chord and any other members. :�"� - . TA _ �V 7) Refer to girder(s) for truss to truss connections. ��; 8) Provide " echanical connection (by others) of truss to bearing plate capable of withstanding 1329 lb uplift at joint 2 and 1091 lb uplift at ��� • 4 i ` ��. \ % joint 9. S•'••..•...• �?♦♦ 9) This trus design requires she ttru oc li be applied direct y that the minimum bottom chord. structural wood sheathing be applied directly to the top chord and'/" gypsum ��IO ►� Ai ��♦♦♦ Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARNIN I �-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only v,rith MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss syste building des . Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall gn. Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always rec fabrication, prevent of uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the forage, 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 Worn,, available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7818888 29313 A09 HIP 1 1 d,job Re ere ce o tional East Coast I russ, Ft. Pierce, FL 34946 7.640 s Sep 29 2u1b MI1ek Industries, Inc. Yn Nov 06 14:37:12 2015 rage 1 ID:Y2K7aNNgEy_MfOpNzGaQI kymffR-ta2kB2UfNTbH6fLM58gWt.Ixl OLgsklKr55oC1 QsyLuCL -2-0.0 7.8.15 11-020-0.0 27-3-1 _ _ 34.8-11 2-0-0 7-8-15 7-11 5.10 7-3-1 7-5.10 Scale = 1:66.1 3x6 = 4.50 12 5x5 = 5x5 = Firm VVR 3x4 = 46 = 3x4 = 46 = 3x4 = 5x6 = 5x8 II Plate Offs"ts X Y -- 2:0-3-0 0-1-10 4:0-3-0 Ed a 7:0-3-0 Ed a 9:0-0-0 0-2-4 9:0-2-8 0-6-1 LOADING 11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.4312-14 >960 240 MT20 244/190 TCDL��,30.0 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.76 10-12 >549 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.22 9 n/a n/a BCDL 1i10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 166 lb FT = 0% LUMBER-11, BRACING - TOP CHO D 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. kl 4-5: 2x4 SP No.1, 6-7,7-9: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHO i,D 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, In accordance with Stabilizer OTHERS 2x4 SP No.3 Installatioii WEDGE Right: 2.4 P 1-- REACTIONS. (lb/size) 2=2095/0-8-0, 9=1905/Mechanical Max Harz 2=214(LC 7) Max Uplift 2=-1329(LC 8), 9=-1091(LC 8) FORCES. li(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4209/2393, 3-4=-3933/2356, 4-5=-3810/2398, 5-6=-2860/1869, 6-7=-3746/2390, I� 7-8=3864/2367, 8-9=-4113/2384 BOT CHO 2-14=-2092I3830. 13-14=-1395/2823, 13-22=1395/2823, 22-23=-1395/2823, I 12-23=-1395/2823, 12-24=-1394/2816, 24-25=-1394/2816, 11-25=-1394/2816, 10-11=-1394/2816,9-10=-2080/3751 WEBS 3-14=-638/571,5-14=-641/1054,5-12=-140/331,6-12=-124/348,6-10=-633/992, 8-10=-603/558 \ ,• /,����,j1,_, NOTES- Q\V`P.......S Iv S�• qv/'�� 1) Unbalah ad roof live loads have been considered for this design. ;. 2) Wind: A " 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. 11; NO 39380 _ Exp D; 3) Provide ncl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 "dequate drainage to prevent water ponding. 4) The soli 5) Plate(s) 'Isection of the plate is required to be placed over the splice line at joint(s) 7. .,� •' t 4, 5, 6, 2, 13, 3, 12, 10, S. 1, 11, 9 9 for 0 degree about its center. ► 6) joint(s) 14. and checked a plus or minus rotation 3 degree its A_ rE • �V� Plate(s) 7) This trus tjoint(s) 7 checked for a plus or minus rotation about center. f" has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��� 0 R \ �� • It betwe Iln the bottom chord and any other members, with BCDL = 10.Opsf. �j� SS ' • • .... • e!• ` �� ,,��It 9) Ref to russ to truss connections. rder(s 10) Provide echanoalt connection (by others) of truss to bearing plate capable of withstanding 1329 lb uplift at joint 2 and 1091 lb uplift at [lilt joint 9. 11) This tru s design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum Thomas A. Albani PE No:39380 sheetro °k be applied directly to the bottom chord. MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 ® WARNINJ I Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid (or use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall Bracing Indicated is to buckling Individual truss only. Additional temporary and bracing {MiTek' building design. is always re fabrication,Itorage, prevent of web and/or chord members permanent fired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job II - Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7818889 29313 A10 HIP 1 1 job Reference (optional East Coast Iruss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITeK Industries, Inc. Fn Nov Us 14:3/:13 Lu15 raga 1 ID:Y2K7aNNgEy_MfDpNzGaOlkymffR-Lmc600VHBnjBkpwYfrB1182ZOEEaUvLEJSxaylyLuCK -2-0-0 8-&15 13-0.0 17-6-0 22-0-0 28-3-1 , _ 11-0.2 j 2-0-0 6-&15 8-3-1 4-8-0 4-8.0 6-3.1 8-8-15 Scale = 1:86.8 4.50 12 5x5 = 5x6 WE3 2x4 I I 5x5 = e 723 0 10 JA d 13 3x4 = 4x8 = 3x8 —_ 4x6 = 3x4 = 3x8 = 3x6 = Plate Offsets (X Y)-- 14:0-3-0 Edael 18:0-3-0 Edoel LOADING psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Ildefl L/d PLATES GRIP TCLL 0.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.47 13-15 >886 240 MT20 244/190 TCDL 5.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.79 13-15 >530 180 BCLL ;10.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.21 10 n/a n/a BCDL 0.0 Cade FBC2014rrP12007 (Matrix-S) Weight: 169 lb FT = 0% LUMBER- BRACING - TOP CHOF D 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 11 4-5,7-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHOF D 2x4 SP No.1 'Except' MiTek recommends that Stabilizers and required cross bracing 1, 12-14: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installatign OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2110/0-8-0, 10=1920/0-8-0 Max Horz 2=190(LC 7) Max Uplift 2=-1 338(LC 8), 10=-1100(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP �CHORI 2-3=-4302/2455, 3-4=-3894/2281, 4-5=-3792/2306, 5-6=-3370/2128, 6-23=-3370/2128, I_ 7-23=-3370/2128, 7-8=-3827/2356, 8-9=-393112332, 9-10=-4348/2519 BOT CHORD 2-15=-215613926, 14-15=-1589/3117, 13-14-1589/3117, 12-13=-1601/3127, 11-12=-1601/3127, 10-11=-2224/3976 WEBS 3-15=-566/502, 5-15=-369/716, 5-13=-170/596, 6-13=-402/275, 7-13=-150/588, 7-11=-421/755,9-11=-592/537 `��1111111/,J NOTES- il II A. qC°°0i 1) UnbaI n ed roof live loads have been considered for this design. ,�� •E N • •. e.9 °ice 2) Wind: AS E 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; ,� .`?.• �\ 5'�'•� �� �� Exp D; E 1dcl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3)Provide ldequatedrainagetoprevent water ponding. NO 39380. 4) The solid�'section of the plate is required to be placed over the splice line at joint(s) 8. -" 5) Plate(s) atijoint(s) 4, 5, 7, 2, 14, 15, 3, 13, 6, 11, 9, 1, 10 and 12 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) t Joint(s) 8 checked for a plus or minus 4 degree rotation about its center. 7) This trus ,has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. 8) • This tru s 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. "� r � 9) Provide {echanical connection (by others) of truss to bearing plate capable of withstanding 1338 lb uplift at joint 2 and 1100 lb uplift at ��� . •� R �� �\ joint 10. 10) design a minimum of k be pplierequires di ect y t the bottom chord." structural wood sheathing be applied directly to the top chord and '/" gypsum sheet o �{ Thomas A. Albani PE No.39380 i MiTek USA, Inc. FL Cart 6634 f 6904 Parke East Blvd, Tampa FL 33610 Date: { November 6,2015 AWARNING design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. -- Design valid t� liturgy f ) r use only with MRekV connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss syste !I Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building desil 0. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always req fabrication, s fired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the orage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solety InformQtion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job jl Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle `` T7818890 29313 I All HIP 1 1 .I Job Reference (optional Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITex Industries, Inc. Fri Nov 06 14:3t:14 2u1 o raga 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-pyAUckV4vv5r?LyVkCYi ZM6mgeaPDKTOY6hBVkyLuCJ -2-0-0 1 5-8-15 11-0-0 , 17-6-0 24.0-0 29.3-1 35.0.0 a8-6.0, 2-0.0 5.8-15 5-3.1 6-8-0 8-6.0 5-3-1 5-8-15 1-6-0 Scale = 1:70.0 �{ 5x5 = 2x4 II 5x5 = �I 4.50 FIT 4 23 5 624 2x4 Q 2x4 C 3 7 4 zx Ili I z 2x4 I I e:: �J 8 s d • d 14 13 12 11 10 V 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 345 = j V 3x6 = 6I II , 9-0-15 17-8.25.11-1 35-0-0 9-0.15 8-5 10 8-5.1 9-0-15 LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL j 30.0 Plate Grip DOL 1.33 TC 0.86 Vert(LL) 0.52 12-14 >803 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.88 12-14 >480 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.23 8 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 172 lb FT = 0% LUMBER,l BRACING - TOP CH �D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CH )2D 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. f 11-13: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS qJ 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS II 2x4 SP No.3 Installation guide. REACTIO S. (lb/size) 2=2105/0-8-0, 8=210510-8-0 Max Horz 2=-157(LC 6) Max Uplift 2=-1331(LC 8), 8=-1331(LC 8) FORCES. iJ (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-4320/2461, 3-4=-3876/2241, 4-23=-3991/2443, 5-23=-3991/2443, 5-24=-3991/2443, 6-24=-3991/2443, 6-7=-3876/2241, 7-8=-4320/2461 BOT CHO D 2-14=-2075/3948, 13-14=-1648/3376, 12-13=1648/3376, 11-12=-1648/3376, 10-11 =-1 648/3376, 8-1 0=-2075/3948 WEBS d 3-14=-478/427, 4-14=-166/470, 4-12=-403/933, 5-12=641/477, 6-12=-4031933, 6-10=-166/470, 7-10=-478/427 NOTES- 1) Unbala ` Cad roof live loads have been considered for this design. 2) Wind: A' 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; ���lA PS A. A4 Exp D; ncl., GCp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 C E N 3) Provide dequate drainage to prevent water ponding. a��,`�.• �\ �� 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This tru s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 3938,0. 6) - This t fit betwe'i Is 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 In the bottom chord and any other members. 7) Provide echanical connection (by others) of truss to bearing plate capable of withstanding 1331 lb uplift at Joint 2 and 1331 Ib uplift at joint 8. 8) This trus design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum • J' - TA E ve sheetroc be applied directly to the bottom chord. v� Thomas A. Albanl PE No.393130 MiTek USA, Inc. FL Cert 6634 ` 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARNING 11 Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid or use only vA h MIfekO connectors. This design is based any upon parameters shown, and is for an Individual building component, not a truss syste I Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desi' n. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always req tired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric If s brage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlorm ;t[on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job 4 Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle i, T7618891 29313 Al2 HIP 1 1 ob Re erence o t'o al •"F �l11F Deno 1 Iasi lAa Ill cuss, ri. fierce, FL 34946 ID:Y2K7aNNgEy_MfDpNzGaQ1kymffR-H9ksp4XXgOzsz64xmGED6ZexA2wrypnXnmQhIAyLuCI i -2-0-0 4-9-14 9-0.0 148.0 2 .:4-0 26.0-0 , 30.2-2 35.0.0 ,366.0, it M-0 4.9-14 4-2-2 5-8-0 5.8-0 5-8-0 4.2-2 4.9-14 1-a0 .I Scale = 1:70.1 II ii 4.50 12 2x4 3 II, 2x41111 2 dj 1 3x6 = 3x4 = 5x5 = 4x6 = 3x4 = 5x5 = 4 25 5 6 7 26 8 551 2x4 9 0 d 10 2x4 I I r5 11 d 16 15 14 13 12 3x8 = 3x8 M18SHS = 3x4 = 3x8 M18SHS = 3x8 = 3x8 = 17-8-0 20.0-0 35.0-0 III Y s ao a-6-o a-6-o s-ao Plate Offs"ts X Y -- 7:0-3-0 Ed e LOADINGI(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 130.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) 0.60 14 >697 240 MT20 244/190 TCDL i15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.99 12-14 >426 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.25 10 n/a n/a BCDL 110.0 Code FBC2014rrP12007 (Matrix-S) Weight: 173 lb FT = 0% LUMBER-,1 BRACING - TOP CHO ,, D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHO D 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ` Installation u de. REACTIONS. (lb/size) 2=2105/0-8-0, 10=2105/0-8-0 Max Horz 2=133(LC 7) Max Uplift 2=-1 331 (LC 8), 10=-1331(LC 8) FORCES, li(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO ID 2-3=4321/2457, 3-4=-3928/2260, 4-25=-3674/2201, 5-25=-3674/2201, 5-6=-4698/2785, 6-7=-367412201, 7-26=-3674/2201, 8-26=-3674/2201, 8-9=-3928/2260, 9-10=-4321/2457 BOT CHO 1ID 2-16=-2079/3949, 15-16=-2405/4626, 14-15=2405/4626, 13-14=-2405/4626, 12-13=-2405/4626, 10-12=-2079/3949 WEBS 3-16=-348/313, 4-16=-425/887, 5-16=-1265/709, 6-12=-1265/709, 8-12=-425/887, tl 9-12=-348/313 I� NOTES- 1) Unbalan ed roof live loads have been considered for this design.O�P ,�11111111//1j� S A. A�e �j♦' 2) Wind: A CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; •.•�G E N S •• '92 ♦♦ Exp D; ncl., GCpi=0.18; MWFRS (directional); Lumber,DOL=1.60 plate grip DOL=1.60 "dequate ,��� '� .• V F•'.• / 3) Provide drainage to prevent water ponding. 4) All plate 11are MT20 plates unless otherwise indicated. w + No 39380 :— • 5) Plates c lecked for a plus or minus 0 degree rotation about its center. 6) This trus has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 3-6-0 tall by 2-0-0 wide will -~ ik — '�/'• • 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle fit betwe °n the bottom chord and any other members. Ap�''�� -fl z 8) Provide °echanicai connection (by others) of truss to bearing plate capable of withstanding 1331 lb uplift atjoint 2 and 1331 lb uplift at : _T,.A t'1 °� — _. -E joint 10. `I♦• 9) This trus design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and M.' gypsum �(v ' �. ♦j `� • • : 0 R •' C? ♦ S •. sheetroc ' be applied directly to the bottom chord. .. � S A fill k Thomas A. Albanl PE No.39380 �I MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARNING i� Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11711.7473 rev. 1010312015 BEFORE USE. Design valid or use only with MiieW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss syste{ building des, Before usethe building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Is to buckling individual truss and/or chord only. Additional temporary and bracing MiTek Is always req fabrication, n. ndicated prevent of web members permanent fired for stabiility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inform 'lion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type Qty Ply 29313 Lot 5 Queens Isle i T7616892 29313 �Il ITrUSS A13G HIP GIRDER 1 1 job Reference o t' a Masi �oasr r[. r9erGe, rLs V40 �.wp rvn, en ,,,�„�„o„„ ,„ .. il' ,tee.,,, ,.., 05 , ID:Y2K7aNNgEy_MfDpNzGaOlkymffR-EXsdEmYnCODZCQDJuhGhB_kGfrgZQb7gE4vo53yLuCG 3-9-14 7.0.0 -0. 148-0 21-4-0 28-0-0 31-2-2 35-0-0 8-6.0 3-9-14 3-2-2 -0.0 6-8.0 B-&0 6-8.0 3-2-2 3.9-14 1-6-0 6x8 M18SHS = 4.50 12 10x10 M18SHS = 3x8 II 5x8 = 5x8 = 4 5 28 29 30 31 632 33 34 7 35 8 36 37 38 39 2x4 \\ 3 7x6 = 9 19 40 1s 41 42 17 43 16 44 45 46 47 15 48 14 49 50 13 4x6 = 44 = 7x6 = 48 =5x14 M18SHS = 2x4 II 48 = 48 M18SHS = Scale=1:70.0 2x4 10 4 11 2x4 II 12 , d 410 = Plate Offsets (X Y)— f4:0-4-0 0-2-41 f8:0-3-0 0-3-81 f9.0-3-0 0-2-101 fl8:0-3-0 0-4-121 LOADING l psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.49 13-15 >657 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.72 13-15 >450 180 M18SHS 244/190 BALL 1j0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 226 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purllns. 11 4-7: 2x6 SP SS, 7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. BOT CHORD 2x6 SP SS WEBS 1 Row at midpt 5-16, 8-13 WEBS �, 2x4 SP No.3 -Except* 2 Rows at 1/3 pts 8-16 5-18: 2x6 SP No.2, 5-16: 2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-729/0-8-0, 18=6230/0-8-0, 11=2670/0-8-0 Max Horz 2=-109(LC 23) Max Uplift 2=-1 070(LC 18), 18=-3954(LC 8), 11=-1809(LC 8) Max Grav 2=727(LC 6), 18=6230(LC 1), 11=2679(LC 18) FORCES. .I ;(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-1832/3131, 3-4=-l814/3162, 4-5=-2244/3808, 5-28=-3275/2190, 28-29=-3275/2190, II 29-30=-3275/2190, 30-31=-3275/2190, 6-31=3275/2190, 6-32=-3275/2190, 32-33=-3275/2190, 33-34=-3275/2190, 7-34=-3275/2190, 7-35=-3275/2190, 8-35=-3275/2190, 8-36=-5413/3539, 36-37=-5411/3538, 37-38=-5409/3538, 38-39=-5406/3536, 9-39=-5403/3535, 9-10=-5716/3672, 10-11=-5857/3730 BOT CHO ,\tittlllltill., A D q�e,,,♦♦ 14-45 • -3996/6568145-46-3996/6568146-47-3996/6568, ��� •NS� 18 44=?399b/2610, '9 ��,••�,�C N `SF�•.?j 15-47=-3995/6568, 15-48=-3995/6568, 14-48=-3995/6568, 14-49=-3995/6568, �'�� WEBS 49-50=-3995/6568, 13-50=-3995/6568, 11-13=-3278/5394 3-19=-347/286, 4-19=-499/797, 4-18=-1418/827, 5-18=-4113/2813, 5-16=-4815/7596, No 39380 _ 6-16=-1191/999, 8-16=-3566/2283, 8-15=-171583, 8-13=-1388/844, 9-13=-643/1205, --;-j1 10-13=-400/459 � � / �� •l�,s NOTES- 1) Unbalan • -[[� *• Z U E�:•;!V� ed roof live loads have been considered for this design. (� 2) Wind: AS, Exp D; Elicl., ♦ E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; ♦� ✓^(l\^. GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60 ♦j l�S • R Q•, •\��,��, 3) Provide a�iiequate (directional); plate grip drainage to prevent water ponding. ��j� S� • • �` ,� N A, unless otherwise llaced cated.����1111111110 "sect � 5) The solid ��,��� o0 of theplateplate is required to be pates over the splice line at Joint(s) 9. 6) Plate(s) It Joint(s) 1, 4, 7, 12, 2, 17, 19, 3, 18, 5, 16, 6, 15, 8, 13, 10, 14 and 11 checked for a plus or minus 0 degree rotation about its Thomas A. Albans PE No.39380 center. MiTek USA, Inc. FL Cert 6634 7) Plate(s) at; Joints) 9 checked for a plus or minus 2 degree rotation about its center. 6904 Parke East Blvd. Tampa FL 33610 8) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 9) • This tr i s 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 November 6,2015 ' fit betwee the bottom chord and any other members, ® WARNING jI Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid or use only with MITekO connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss syste building desi ! Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design Into the overall WOW "n. Bracing Indicated is to buckling individual truss only. Additional temporary and bracing A Is always req fabrication, prevent of web and/or chord members permanent OW aired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the s orage, delivery, erection and bracing of trusses and truss systems, see ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform ,ilon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle nsleas2 29313 A13G HIP GIRDER 1 1 Job Reference (optional tasr uoasr Ir russ, m. Tierce, ru aaavb ID:Y2K7aNNgEy_MfDpNzGaQ1kymffR-EXsdEmYnCODZCQDJuhGhB_kGfrgZQb7gE4vo53yLuCG NOTES- III 10) Provil( e mechanical connection (by others) of truss to bearing plate capable of withstanding 1070 lb uplift at Joint 2, 3954 lb uplift at joint 18 and 1809 lb uplift at joint 11. 11) "Semi 1, rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) This t uss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provitfa for uplift reactions indicated, 13) Hang��(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 260 lb up at 7-0-0, 215 lb down and 260 lb up at 9-0-12, 2151 11 down and 260 lb up at 11-0-12, 191 lb down and 260 lb up at 13-0-12, 191 lb down and 260 lb up at 15-0-12, 191 Ib down and 260 lb up at 17-0-12, 191 lb down and 2601 11upat 17-11-4, 191 lb down and 260 lb up at 19-11-4, 191 lb down and 260 lb up at 21-11-4. 215 lb down and 260 lb up at 23-11-4, and 215 lb down and 260 lb up at 25-11 1 and 215 Ib down and 260 lb up at 28-0-0 on top chord, and 579 lb down and 411 lb up at 7-0-0, 85 lb down and 24 lb up at 9-0-12, 85 lb down and 24 lb up at 11-0- 2, 85 lb down and 24 lb up at 13-0-12, 85 lb down and 24 lb up at 15-0-12, 85 lb down and 24 lb up at 17-0-12, 85 lb down and 24 lb up at 17-11-4, 85 lb down and 24 lb up t 19-11-4, 85 lb down and 24 Ib up at 21-11-4, 85 lb down and 24 lb up at 23-11-4, and 85 lb down and 24 lb up at 25-11-4, and 579lb down and 411 lb up at 27-11-4 on b iom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the „LOAD SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +�j oof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Unifom Pert: (pif) ((Vert: 1-4=-90, 4-9=-90, 9-12=-90, 22-25=-20 Concer trated Loads (lb) ,Vert: 4=-180(B) 9=-180(B) 13=-579(B) 28=-180(B) 29=-180(B) 31=-180(B) 32=-180(B) 33=-180(B) 34=-180(B) 35=-180(B) 36=-180(B) 38=-180(B) 39=-180(B) �40=-579(B) 41=-65(B) 42=-65(B) 43=-65(B) 44=-65(8) 45=-65(B) 46=-65(8) 47=-65(B) 48=-65(B) 49=-65(B) 50=-65(B) WARN/N - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev, 1010312015 BEFORE USE. �� Design vall !for use only with Mil ekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss syste'� , Before use, the building designer must verity the appllcabllity of design parameters and properly Incorporate this design into the overall 1 building dpe gn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " ffek' is always re wired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, 'storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforr Won available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss e Qty Ply 29313 Lot 5 Queens Isle T7618893 B01G TR-u-7ss CIAL GIRDER 1 2 L Job Reference (optional) East Co d Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 Mrrek Industries, Inc. Fri Nov 06 14:37:19 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-AwzNfSa2kdTHSkNi?619GPpcZfHQuVT7i00vAyyLuCE -2-0-0 3.10.5 7-0.0 12-7-4 15-210 19-6-0 , 21-10.0 27-2.0 , 29-4.0 2-0. r 3-10-5 3-1-11 5.7-4 2-6.12 4.6-0 2-2-0 r 5-4-0 1 2-2.1 Scale = 1:58.3 5x8 = 3x6 = 5x6 = 4x4 = 11 '. axe = 12 •- 6x8 M18SHS = 3x6 = 3x4 = 416 = 5x8 = 5x8 = Special 2,3412 2.28 Lv— LOADING TCLL TCDL BCLL BCDL (PSI) I 30.0 115.0 1' 0.0 ' G 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.93 BC 0.87 WB 0.87 (Matrix-M) DEFL. in (loc) I/defl L/d Vert(LL) 0.63 15 >560 240 Vert(TL) -0.92 15 >379 180 Horz(TL) 0.25 10 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 316 lb FT = 0% LUMBE i- BRACING - TOP CH RD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP No.1, 4-6: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. BOTCH-RD 2x4 SP No.1 'Except' 10-12: 2x4 SP No.2 WEBS I1 2x4 SP No.3 *Except* 5-16: 2x6 SP No.2 OTHER 2x4 SP No.3 REACTI .I INS. (Ib/size) 2=378510-8-0, 10=2828/Mechanical Max Horz 2=157(LC 8) Max Uplift 2=-2501(LC 8), 10=-1696(LC B) FORCE :l (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CH IIRD 2-3=-8512/5349, 3-4=-8614/5474, 4-22=-11314/7266, 22-23=-11314/7266, 23-24=-11314/7266, 5-24=-11314/7266, 5-25=-12536/7939, 6-25=-12536/7939, 6-7=-6287/3950, 7-8=-6206/3831, B-9=-5347/3271, 9-10=-2751/1682 BOT CH RD 2-17=-4903/7802, 17-26=-5048/8094, 26-27=5048/8094, 16-27=-5048/8094, 13-14=-5785/9423, 11-13=-3103/5075, 14-16=-7295/11638 WEBS 097 56, k 3-17=-476-13=-53100/3419, A. 7-13=-2442/3969, 5 14—l006/1826, 8-11 93554, 9-11=-299954859, 8-13=-549/965 E N '� •' NOTES- 1 1) 2-ply 41ss to be connected together with 10d (0.131"x3") nails as follows: N O 39380 Top ch Botto Webs ��rds connected as follows: 2x4 - 1 row at 0-7-0 oc. chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Inflected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. -^" •� 2) All loa = _- s are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply con ne 3) Unbala ions have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. E live loads have been for this design. ced roof considered 'SCE p•`'�• 4) Wind: 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. 11; R �� ' Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �,� ss • • • , • • • • \ �� 6) All plat Is are MT20 plateuate s unlessotherwiseprevent indicated. 7) The sot d section of the plate is required to be placed over the splice line at joint(s) 6. 8) Plat e(a at joint(s) 1, 4, 7, 2, 14, 11, 17, 3, 16, 5, 13, 10, 8 and 9 checked for a plus or minus 0 degree rotation about its center. Thomas A. Albanl PE No.39380 9) Plat e(s jointMiTek USA, Inc. FL Gert 6634 s) 6 checked for a plus or minus 3 degree rotation about its center. 10) This fat t ss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610 . 11) • This psf "cuss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Date: fit be seen the bottom chord and any other members. November 6,2015 WARNI 'O - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design vat ' for use only with MTek® connectors. This design is based only upon parameters shovm, and is for an individual building component, not �' at russ ryst building 'm. Before use, the building designer must verify the opplicabitity of design paramaters and properly Incorporate this design Into the overall d 'ilgn. Bracing indicated B to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always fabricatI prevent r cuired for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the ,I storage, delivery, erection and racingof trusses and truss systems, see ANSI/TPI1 duality Criteria, DSB-89 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Info,',, tan available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618893 29313 BO1G ROOF SPECIAL GIRDER 1 Z I Job Beference footionpill east coast truss, K. Tierce, nL 34e40 ID:Y2K7aNNgEy_MfDpNzGaQl kymffR-AwzNfSa2kdTHSkNi7619GPpcZfHQuVT7i00vAyyLuCE NOTES- II 13) Provid mechanical connection (by others) of truss to bearing plate capable of withstanding 2501 lb uplift at joint 2 and 1696 lb uplift at joint 10. 14) "Semi igid pitch breaks including heels" Member end fixity model was used in the analysis and design of this truss. 15) Hang r(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 260 lb up at 7-0-0, and 240 lb down and 260 lb up at 9-0-1 !!II and 240 lb down and 260 lb up at 11-0-12 on top chord, and 582 Ib down and 414 Ito up at 7-0-0, 85 lb down and 24 lb up at 9-0-12, and 85 lb down and 24 lb up at 11-0-12, and 1880 lb down and 1294 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CA E(S) Standard 1) Dead + oof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform,Loads (plf) IVert: 1-4=-90, 4-6=-90, 6-7=-90, 7-9=-90, 16-19=-20, 15-16=-20, 11-14=-20, 10-12=-20, 14-16=-20, 10-11=-20 Concentlrated Loads (lb) IIUert: 4=-180(F) 17=-582(F) 16=-1880(F) 22=-180(F) 23=-180(F) 26=-65(F) 27=-65(F) -- WARM G • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design vc JJ for use only with MilekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss systIe�m. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building dlpp6°sign. Bracing indicated is toprevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek' Is always 14quIred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatioji'storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Into ymation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618894 29313 802 ROOF SPECIAL 1 1 I b Refere ce o tonal East Coast cuss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Nov 06 14:37:20 2015 Pagel ID:Y2K7aNNgEy_MfDpNzGaQ1kymffR-e6XlsoagVxb84tyuZppOpdMgw3cVdzVGw28siOyLuCD -2.0.0 4-10-5 , 9.0.0 142-0 18.1.0 22.0.0 26.8-0 27-2,0 29-4-0 , 2, -0-0 4-10.5 4-1-11 5.2-0 3-11-0 3-11-0 4-8-0 0!6-b 2-2-0 3X6 = 48 = 2x4 It 4x8 = 3x4 = 4.50 12 4 24 5 25 6 7 1ve II 8x8 = 3x4 I I 6x8 = 4Xa — Scale = 1:57.3 0 d 4 N 13 5x5 = 1x4 II 5x5 = Plate Off°ets X Y -- 4:0-5-4 0-2-0 11:0-2-8 0-3-0 14:0-2-8 0-2-8 16:0-2-12 0-2-8 LOADIN 11 (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.76 Vert(LL) 0.44 17 >799 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(TL) -0.72 15-16 >485 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.23 11 n/a n/a BCDL 10.0 Code FBC2014rTP12007 (Matrix-S) Weight: 164 lb FT = 0% LUMBE Ii BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCH �RD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 11 5-18: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 11=1627/Mechanical, 2=1804/0-8-0 Max Horz 2=240(LC 8) Max Uplift 11 =-91 1 (LC 8), 2=-1147(LC 8) FORCE it (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3533/1974, 3-4=-3110/1766, 4-24=-3857/2273, 5-24=-385712273, 5-25=-3926/2302, 6-25=-3926/2302, 6-7=-300611784, 7-8=-3214/1807, 8-9=-1392/772, 9-1 0=-1 331/736, 10-11 =-1 5421868 BOTCH , RD 2-19=-187213221, 18-19=-4021590, 5-16=-436/323, 15-16=-2037/3650, 14-15=-1689/2900 WEBS :I 3-19=-392/334, 16-19=-1171/2289, 4-16=-680/1248, 6-16=-166/424, 7-15=-316/704, 8-15=01300, 6-15=-948/528, 10-14=-1065/1929, 8-14=-2084/1268 NOTES- 1) Unbalanced S A. roof live loads have been considered for this design. �P ♦� B=45ft; L=24ft; Cat. 11; ` . E N 2) Wind: Exp D'IEncL, SCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; eave=4ft; �� �O , C , F••.• GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60 (directional); plate grip ••��, 3) Provi a adequate drainage to prevent water ponding. •, 4) Plates!checked for a plus or minus 0 degree rotation about its center. No 39380 .._ _. 5) This tr° 6) • This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 be 7) Refer Io v'een the bottom chord and any other members. ->J ; � girder(s) for truss to truss connections. '• (L 8) Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 911 lb uplift at joint 11 and 1147 lb uplift at "w S TA E joint 2 it 'iss 'j� •. ��� •'j,�� • O FjG\+♦♦ 9) This t sheetrock design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum be applied directly to the bottom chord. Thomas A. Aibani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WAR NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. �� Design v o Ild for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss s item. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building eslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is alway required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatl'n, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety In ormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618895 29313 CO1G Hip Girder 1 2 Job of __e o tiona _ �., . I— ,,�...,-,.��1�,_ 4.8-14 1-10-0 3-6-0 ID:6kQkSYHZFWjrDIsJOYIWIgyMnHr-aVfWHTcwl YrsJB6HgEssu2RDMsOm5uMZOMdZnGyLuCB 1.8.0 3-1-11 3-6-5 Scale = 1:30.9 5x5 = 1x4 II 5x8 = i 4.¢0 12 3 18 4 5 1x4 II 2 1 x4 // 6 N 1 7 IILl I I I IIa i q el' s e II 19 20 e e 21 22 e e 23 9 24 8 25 26 e a 1 HUS26 HUS26 11 10 6X6 = HUS26 7x6 = HUS26 HUS26 6 I= 3x4 = 7x8 = HUS26 6x8 4-414 4& 10 0. 4 4. 4 3 -9 8-2- 4 II 4-4-14 0-4- 5-4-0 -4 3-6-11 4-3-5 Plate Offsets X Y -- 1:0-3-0 0-3-6 5:0-4-0 0-2-0 7:0-3-0 0-3-6 8:0-3-0 0-4-12 10:0-4-0 0-4-12 LOADIN I(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 130.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) 0.07 11-14 >764 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(TL) -0.12 11-14 >489 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.01 1 nla n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 195 lb FT = 0% LUMBE 1' BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No,3 'Except' 10-0-0 oc bracing: 7-8. 5-8: 2x4 SP No.2 REACTI INS. All bearings 0-8-0 except (jt=length) 1=0-6-14. lb) - Max Horz 1=-81(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-896(LC 8), 7=-1897(LC 8), 11=-1404(LC 8), 10=-4724(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=1643(LC 17), 7=3264(LC 1), 11=2406(LC 17), 10=7788(LC 1) FORCE !' (lb) - Max. Comp./Max. Ten, -All forces 250,(lb) or less except when shown. TOP CH RD 3-18=-1458/2621, 4-18=-1458/2621, 4-5=-1458/2621, 5-6=-4557/2726, 6-7=-4705/2765 BOT CH RD 11-21=-864/580, 21-22=-864/580, 10-22=-864/580, 10-23=-480/391, 9-23=-480/391, 9-24=-480/391, 8-24=-480/391, 8-25=-2533/4406, 25-26=-2533/4406, 7-26=-2533/4406 WEBS 2-11=-601/439,3-11=-741/1298,3-10=-2206/1363,4-10=579/492,5-10=-4264/2562, 5-8=-4067/6901,6-8=-369/307 IIIIIIIIIIII, NOTES- tIAII S A q(e �elei 1) 2-ply t ,0 ss to be connected together with 1 Od (0.131"x3") nails as follows: ♦ .� . �,.•''GENS•• �� � 2 Top or orris connected as follows: 2x4 - 1 row at 0-9-0 oc. ♦ � Botto chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. .• Webs onnected as follows: 2x4 - 1 row at 0-9-0 oc. NO 39380. 2) All loa connections s are considered equally applied to ail plies, except if noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbal "raced roof live loads have been considered for this design. -10 4) Wind: ,SCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; ° Lumber DOL=1.60 DOL=1.60� - STA E Exp D Encl., GCpi=0.18; MWFRS (directional); plate grip _ ''� 5) Provi 6) The s a adequate drainage to prevent water ponding. i t_,'_, ♦� lid section of the plate is required to be placed over the splice line at joint(s) 9. �i� Q R >, �, '\,♦♦ ' 7) Plate() at joint(s) 1, 3, 5, 7, 2, 4, 8, 6, 11 and 10 checked for a plus or minus 0 degree rotation about its center. �j� ss • *,*­ 8) Plate( ) at joint(s) 9 checked for a plus or minus 2 degree rotation about its center. �O N A 9) This t ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f►�� �,I 10) - Thi truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Thomas A. Mani PE No.39380 fit be een the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 11) Prov de mechanical connection (by others) of truss to bearing plate capable of withstanding 896 lb uplift at joint 1, 1897 lb uplift at joint 6904 Parke East Blvd. Tampa FL 33610 7, 104 lb uplift at joint 11 and 4724 lb uplift at joint 10. Date: 12) "Seri -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. November 6,2015 13) Use impson Strong -Tie HUS26 (14-10d Girder, 6-1 Od Truss, Single Ply Girder) or equivalent spaced at 8-0-0 oc max. starting at WARNING I - Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design vplid truss for use only with MnekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not Before the building designer verify the applicability of design and properly Incorporate this design Into the overall a syIst'em. building Ipp, use, must parameters esign. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is alwayirecuhed prevent for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricate n, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety In ormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618895 29313 C01G Hip Girder 1 �f L-Job Refere ce o lio a test coast i russ, N. tierce, ru avnwo Hr- 'V 8kQkSYHZFWjrDIsJ0YjJ;;;hWn-'VWHTcwIYrsJB6HgEssu2RDMsOm5uMZOMdZnGyLUCB 14) Fill I,,' I nail holes where hanger is in contact with lumber. 15) Haner(s) or other connection devices) shall be provided sufficient to support concentrated loads) 208 Ib down and 247 Ib up at 6-6-14, and 208 Ib down and 247 Ib up at 9-04, and 208 Ib down and 247 Ib up at 11-6-14 on top chord, and 551 Ib down and 421 Ib up at 6-6-14, and 79 Ib down and 23 Ib up at 9-0-14 on bottom chord. The desn/selection of such connection device(s) is the responsibility of others. LOAD C f4SE(S) Standard 1) Dead I+ Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Unifo Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 12-15=-20 Conc ntrated Loads (Ib) 11 Vert: 3=-165(F)5=-165(F)18=-165(F)19=-1943(B)20=-1900(B)21=-551(F)22=-60(F)23=-2436(F=-551,B=1885)24=-1885(B)25=-1885(B)26=-1885(B) II WAR VING • Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design ��alid for use only with MlreW connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss 5 'stem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildin idesign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!T®k' Is alwa s required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrics ion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Crlterla, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Iformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Qty Ply 29313 Lot 5 queens Islenstaess 29313 D01G 7russRTDyEpe R 1 1 Job Reference (optional aen s Con 29 2015 MITe industries IncFri Nnv nF, 1d•37:J3 9015 Page 1 �av, Vuvv, 1,uaa,..-.--�_,.�___._..... _.. ...___...__. ... _. .... _. _ I0:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-2hDuVpdYnszjxLhTExN5RF_MwGgwgMCidOM6JjyLuCA 2-6-0 4-10.11 7- :2 11.4.0 146-0 5.0• 18A-0 2-6.0 2-411 2.1-5 4-4-0 3.2-0 -6-0 3-4-0 Scale: 3/8"=l' 48 = 44 = 4.50 FIT 23 5 i ' 3x4 6 3x4 o 6 4x4 3 7 �I 2 1 8 11 13 24 1225 Id 4x8 11 15 16 10x10 = 5x5 = 5x5 i = i 9 3x4 4x4 = 3x4!.= 6.76 12 3.65 12 4x6 2.6-0 ao a-o 4s-o so- 1s a-o 1B a-o II 2-6-0 4-8.0 4-4-0 3-2.0 -60 1-8, 2-6-0 1.8-0 Plate Off "ets X Y - 4:0-5-4 0-2-0 14:0-8-0 Ed e LOADIN II (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) 0.19 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(TL) -0.28 13-14 >699 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 90 lb FT = 0% LUMBEF IJ BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CH `RD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-10-5 oc bracing. 10-14: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS II 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer allation guide, REACT! NS. (lb/size) 1=934/Mechanical, 9=1205/0-8-0 Max Horz 1=85(LC 7) Max Upiiftl=-747(LC 8), 9=-946(LC 8) Max Grav 1=1260(LC 38), 9=1630(LC 38) FORCE . (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CH IRD 1-2=-2502/1477, 2-3=-4723/2809, 3-4=-3062/1790, 4-23=-2581/1557, 5-23=-2581/1557, 5-6=-2713/1574,6-7=-1928/1116 BOTCH RD 13-14=-2542/4361, 13-24=-1535/2905, 12-24=-1535/2905, 12-25=-1018/1875, 10-25=-1018/1,875, 1-15=-1302/2289, 14-15=-149312651 WEBS 4-13=-417/887, 4-12=-404/239, 5-12=-277/729, 7-9=-1431/858, 7-10=-1123/1985, 2-15=-1391/793,3-14=-242/574,3-13=-1526/1043,2-14=-1372/2333,6-10=-612/418, 6-12=-334/735 `��11 1►���� NOTES- ���� PS A. 1) Unbal nced roof live loads have been considered for this design. ��, �O G E iU S •••'Q 0 2) Wind: SCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; �� AZ ,••� F .2j Exp D !'Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 No 39380._ • 3) Pro id adequate drainage to prevent water ponding. --- • 4) Plates hchecked for a plus or minus 0 degree rotation about its center. 5) This t ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This fuss 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 Z -O ; • si '• fit bet `Ben the bottom chord and any other members. 7) Refer o girder(s) for truss to truss connections. (34" 8) Provid ° mechanical connection (by others of truss to bearing late capable ofwithstanding 747 lb uplift at hint 1 and 946 lb uplift at joint 9 I ��� • C 0 R O, •\�\ `% 9) "Semi rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �/ SSA • • �\ `� ♦� 10) 7-0- ! and 152tlb down and 108 lb upher connection (t 9-3-4, and 152 lb dows) shall be provided n concentratedient to support n and 108 lb up at 11-4 ontopchord, and 553 lboad(s) 152 lb down ndowd 10neand 301 lb up lb up ato�I�N A It���`, at 7-0-0, and 233 lb down and 199 lb up at 9-3-4, and 567 lb down and 308 lb up at 11-3-4 on bottom chord. The design/selection of Thomas A. Albani PE No.39380 such connection device(s) is the responsibility of others. MITek USA, Inc. FL Cart 6634 11) In th i LOAD CASE(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 Date: LOAD CASE(S) Standard November 6,2015 III WARN ING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 rev. 1010312015 BEFORE USE. Design v "lid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� s a truss ry dfem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Indicated is to buckling Individual truss members only. Additional temporary and bracing WOW bullding Is always fabricatl esign. Bracing prevent of web and/or chord permanent required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �n, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIII Quality Criteria, DSB-89 and BCSI Building Component I i OW 6904 Parke East Blvd. Safety Int "rmatlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle n6taess 29313 001G HIP GIRDER 1 1 II o eference o do al East Coast Truss, Ft. Pierce, FL 34946 1.04u s aup cn 2 ra rvu en uwumnoa, u,u. „ r.. , ,.os,. I D:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-2hDuVpdYnszjxLhTExN5RF_MwGgwgMCidOM6JjyLuCA LOAD CA E(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform ILoads (pit) Wert: 1-4=-90, 4-5=-90, 5-8=-90, 10-14=-20, 9-11=-20, 9-20=20, 9-10=-20, 15-17=-20, 15-16=-20, 14-15=-20 Concen rated Loads (lb) 11Vert: 4=-8(F) 5=-8(F) 13=67(F) 12=63(F) 23=-8(F) 24=63(F) 25=-104(F) I' WAR /NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design �olld for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not MY �- a truss Atem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildin-� design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Te'(• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricat on, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdterla, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Irlormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type City Ply 29313 Lot 5 Queens Isle T7618897 29313 Puss 2 HIP 1 1 Job Reference o do a FL Pierce, FL 34946 7.640 s sep ze zulo MI i ex industries, Inc. rn Nov ue w:orzq 2015 rage 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-XunGi9eAY95aYVGfofuKzTWbhg3JZtQsrg6gr9yLuC9 9-0-0 6- 0- 9 2-0-0 3-0-12 3-1-4 02- -2- 3-1-0 0-12 2.2.0 0-2-0 Scale: 3/8"=1' 44 = 15 16 8x8 G 3x6 = 10 9 i 11 i' 4x4 -:�-8 78 12 2x4 115x5 = 3x4 = 9-4-0 2-0-0 9-0-0 9 2 14-6-0 2-0-0 6-0-0 0-2- 6.2-0 2-2-0 0-2-0 Plate Of sets X Y— 9:0-2-0 0-2-12 12:0-2-12 0-2-0 14:0-2-4 Ed e LOADIN II (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) 0.15 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.28 13-14 >700 180 BCLL I! 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.10 9 n/a n/a BCDL I 10.0 Code FBC20141TP12007 (Matrix-S) Weight: 86 lb FT = 0% LUMBE - BRACING - TOP CH„ RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCH RD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 7-10: 2x4 SP No.3 10-0-0 oc bracing: 10-12 WEBS I 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 8-9: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installgiloo oulde. REACTIONS. (lb/size) 1=920/Mechanical, 9=920/Mechanical Max Harz 1=107(LC 7) Max Upliftl=-513(LC 8), 9=-516(LC 8) FORCE (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP C � RD 1-2=-1768/994, 2-3=2926/1630, 3-4=-2942/1725, 4-5=-1394/845, 5-6=-1389/842, 6-7=-1375/801, 7-8=-1213/664, 8-9=-866/476 BOT C ORD 1-15=-933/1597, 13-14=-1044/1846, 12-13=-829/1494, 14-15=-1037/1826 WEBS 2-15=-931/503, 2-14=-637/1229, 5-13=-352/635, 4-13=-675/508, 4-14=-576/1031, 8-12=-579/1075, 6-13=-329/263, 6-12=-279/198 NOTES ,iiii11111►1111 1) Unbaanced roof live loads have been considered for this design. ��� S A. 2) Wind �IASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3,Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; FP • • . •. • A(e Exp , Encl., GCpl=0.18; MWRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� •.•� G E N S •. '9 �� 3) Plate .' checked for a plus or minus 0 degree rotation about its center. �� '� .• �, F•'. �'� .� 4) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' Thi ,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 No 39380 . - - - _ fit be wean the bottom chord and any other members. - •,_ 6) Refe �to girder(s) for truss to truss connections. = - 7) Provi, a mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 1 and 516 Ito uplift at joint TA E V 8) This �ss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and /" gypsum ham. s . -' (U shee rock be applied directly to the bottom chord. N��; 1 FS .....• ��� Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 ® WAR NG • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design alid for use only with MneW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss 4'stem. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Indicated is to buckling Individual truss only. Additional temporary and permanent bracing r MiTek' bulldin design, Bracing prevent of web and/or chord members Is alwa s required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TFI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety In,'tormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618898 29313 i M01G HALF HIP GIRDER 1 2 Job Ra erence o tional East coast truss, Ft. Pierce, FL 34946 �Id 7.640 s Sep 29 2015 MiTek Industries, Inc. Fn Nov 06 14:37:26 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1 kymffR-74KewVepJTDRAfrsMMPZWg3kP4Pvilp94KrDObyLuCB 2-10-2 -7 5- - 2-1-15' b-3-12 -3.12 2-6-9 0-11-5 0-0-11 5x5 I Scale = 1:16.7 3x6 = 5x6 = 2-10-2 2-1-15 -5-11 2-9-7 5A-11 6A-0 11 2-1-15 -3-12 -3-12 2.6.9 0-11.5 LOADING'(psf) SPACING- 1-11-4 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 �10.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress incr NO BCDL Code FBC2014rrP12007 TOP C BOT C WEBS TOP C BOT C WEBS NOTES- 1) 2-ply trl Top chi Bottom Webs c 0-9-0 o 2) All load 3) Wind: I Exp D; 4) Plates 5) This to 6) • This t fit bet% 7) Refer t 8) Provid( joint 4. 9) "Semi -I 10) Use E 11) Use; truss( 12) Fill all 13) Hangs 2-5-11 CSI. DEFL. in (loc) I/defl Ud TC 0.46 Vert(LL) 0.06 4-5 >999 240 BC 0.54 Vert(TL) -0.10 4-5 >760 180 WB 0,56 Horz(TL) 0.02 4 n/a n/a (Matrix-M) BRACING- 2x4 SP No.2 TOP CHORD 2x6 SP SS 2x6 SP No.2 *Except* BOT CHORD 2-4,2-5: 2x4 SP No.3 (lb/size) 1=3190/0-8-0, 4=3243/Mechanical Max Horz 1=193(LC 8) Max Uplift 1 =-1 875(LC 8), 4=-2131(LC 8) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2=-6651/3927, 2-3=-347/173 1-9=-3799/6172, 5-9=-3799/6172, 5-10=-3630/5887, 10-11=-3630/5887, 4-11=-3630/5887 2-5=-2282/3773, 2-4=-5806/3569 PLATES GRIP MT20 244/190 Weight: 73 lb FT = 0% Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. Rigid ceiling directly applied or 9-2-9 oc bracing. to be connected together with 1 Od (0.131"x3") nails as follows: I connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. xds connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. iected as follows: 2x6 - 3 rows staggered at 0-2-0 oc, 2x4 - 2 rows staggered at 0-2-0 oc, Except member 4-2 2x4 - 1 row at are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Ins have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. ;CE 7-10; Vult=170mph (3-s6cond gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; ncl., GCpl=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ecked for a plus or minus 0 degree rotation about its center. I has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will In the bottom chord and any other members. airder(s) for truss to truss connections. nechanical connection (by others) of truss to bearing plate capable of withstanding 1875 lb uplift at joint 1 and 2131 lb uplift at lid pitchbreaks including heels" Member end fikity model was used in the analysis and design of this truss. npson Strong -Tie HUS26 (14-10d Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 1-8-12 from the left end to connect I) to back face of bottom chord. npson Strong -Tie HUS26 (14-1 Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 4-4-12 from the left end to connect I) to back face of bottom chord. ail holes where hanger is in contact with lumber. (s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2809 lb down and 1715 lb up at and 499 lb down and 510 lb up at 5-4-11 on bottom chord. The design/selection of such connection device(s) is the Iibility of others. �1j1111111►/!!! OMPS A • Abe 't No 39380. E J!, R OD .��Fss,O N AL �,,`,r !!l/Inlil��f,�r Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 rt;A -=tb-J wanaara RNI G -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7477 rev. 1010312015 BEFORE USE. Design val 6 for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �^ a truss syst -m. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building d sign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always r squired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrcatioi II storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Info matlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle nslaese 29313 M01G HALF HIP GIRDER 1 Job Reference (optional) East Coa!( Truss, FL Pierce, FL 34945 LOAD C SE(S) Standard 1) Dead f Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Unifo Ti Loads (plf) Vert: 1-3=-87, 4-6=-19 Conc trated Loads (lb) r Vert: 5=-2809(B) 9=-901(B) 10=-1607(B) 11=-466(F) LJ4U a Jep Za ZU10 MI I eK Inau5lne5, Inc. rn rvov c-w;avzu cv i o rayv < I D:Y2K7aN NgEy_MfDpNzGaQ1 kymffR-74KewVepJTDRAfrsMMPZWg3kP4Pvl Ip74KrDObyLuCB 11 -- WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev, 1010312015 BEFORE USE. �� Design v °lid for use only with MITek(D connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss syaem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building jesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always iequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricafl ,n, storage, delivery, erection and bracing of trusses avid truss systems, see ANSIJTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In ormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618899 29313 M02G MONOPITCH GIRDER 1 1 1Job Reference factional East Coa$t Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fit Nov 06 14:37:26 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQ1kymffR-TGu07rfR4nL]ooQ2v4wo3ucxzUlh1mA9J_bmw2yLuC7 4-4-12 2-7-4 2x4 11 44 = HUS26 6X6 = Scale = 1:19.4 Plate O sets (X Y)— r1:0-3-80-0-141 r4:0-3-0 0-4-41 15:0-4-4 0-1-81 LOADI G (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Ildefl L/d PLATES GRIP TCLL ,� 30.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) 0.04 5-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.06 5-8 >999 180 BOLL l� 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight: 37 lb FT = 0% LUMBE BRACING - TOP C ORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-2-9 oc purlins, except BOT C ORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACT ONS. (Ib/size ) 1=1003/0-8-0, 4=1900/Mechanical Max Harz 1=224(LC 8) Max Uplift 1=-594(LC 8), 4=-1274(LC 8) I FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP C ORD 1-2=-1791/1068 BOTCHORD 1-9=-1131/1640,5-9=-1131/1640,5-10=-1131/1640,4-10=-1131/1640 WEBS 2-5=-925/1479,2-4=-1972/1359 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp I I Encl., GCpl=0.18; WFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,t1tJ11111►1 j1� 2) Plate Ichecked for a plus or minus 0 degree rotation about its center. A I� 3) This t' ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� MP`S 9(n 4) • Thi truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,�� �� •\C E N S' • v,9AI��' fit be een the bottom chord and any other members..'•F••.• % i 5) Refer to girder(s) for truss to truss connections. 6) Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 1 and 1274 lb uplift at No 39380 V. joint dli 7) "Sam ,rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. -^ 8) Use Impson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at ; 4-4-1 , from the left end to 6-4-12 to connect truss(es) to front face of bottom chord.�A E 9) FIII alilnail holes where hanger is in contact with lumber. - n-'%"f• 10) Han ler(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 176 lb up at �� ✓� e�°; ��. N�,�� 2-4- ppi on bottom chord. The design/selection of such connection device(s) is the responsibility of others.11) In th LOAD SA11000 SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD��,, 1) Dead+ Roof )Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Thomas A Albani PE No.39380 Unifo m Loads (plf) MITek USA, Inc. FL Cert 6634 Vert:1-3=-90, 4-6=-20 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 I 1 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design Ild for use only with M7ekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss s item. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building esign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is alway required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatf n, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In ormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle T7618899 29313 M02G MONOPITCH GIRDER 1 1 Job Reference (optional) Last uoasr p,russ, m. merce, rL 34e4b LOAD C 'SE(S) Standard Conce trated Loads (lb) IIVert: 5=-914(F) 9=-335(F) 10=-900(F) /04u a aep ze zvio mlleK lnuu—m., mu. rn-- ---ev to raync ID:Y2K7aNNgEy_MfDpNtGaQ1kymffR-TGu07rfR4nLlooQ2v4wb3ucxzUlh1mA9J bmw2yLuC7 WARNI I G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design val �tl for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss syst "m. Before use, the building designer must verify the applicability, of design parameters and properly incorporate this design into the overall p building d °sign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �y,iTek• Is always r 'quired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric atio 1 storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Info atlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle nstssoo 29313 MV2 VALLEY 2 1 Job Reference o lional 2-0-0 2x4 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-TGu07rfR4nL[ooQ2v4wo3ucOWUtGltn9J_bmw2yLuC7 4.50 12 3 Scale = 1:6.6 LOADM TCLL TCDL BCLL BCDL G (psf) 30.0 15.0 1 0.0 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.05 BC 0.02 WB 0.00 (Matrix) DEFL, in Vert(LL) n/a Vert(TL) n/a Horz(TL) -0.00 (loc.) I/deft Ud n/a 999 n/a 999 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% LUMBE - BRACING - TOP C ORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT C DRD 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. REACT ONS. (lb/size) 1=66/2-0-0, 2=54/2-0-0, 3=12/2-0-0 Max Horz 1=39(LC 8) Max Uplift 1 =-30(LC 8), 2=-49(LC 8) Max Grav 1=66(LC 1), 2=54(LC 1), 3=24(LC 3) FORCE„. I (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1) Wind Exp 1 2) Plate 3) Gabli 4) This 5) • Thi: fit be 6) Bear of be 7) Provi 2. 8) "Serr ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 checked for a plus or minus 0 degree rotation about its center. requires continuous bottom chord bearing. ass has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 teen the bottom chord and any other members. g at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity •ing surface. s mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 49 lb uplift at joint pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. r ��%,�rrr uric. ��p,S A No 39380. r Ems' Thomas A. Aibani PE No.39380 MiTek USA,. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 WARMING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design alid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss s stem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall' building beslgn. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaRrequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricat pn, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Tpe Qty Ply 2o9b13 Lfot5 Queens Isle �0�b— T7618901 ITruss MV4 2 ce East Coast Truss, Ft. Pierce, FL 34946 2x4 4-0-0 7,640 s Sep 29 2015 MITek Industries, Inc. Frl Nov 06 14:37:27 2015 Page 1 ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-xSSPKBg3r4T9Py_ETnR1b586FtB3mK11YeKKSUyLuC6 LOADING ipsf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 0.0 Plate Grip DOL 1.33 TC 0.37 Vert(LL) n/a n/a 999 TCDL 5.0 Lumber DOL 1.33 SC 0.18 Vert(TL) n/a n/a 999 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 0.0 Code FBC2014rrP12007 (Matrix) LUMBER - TOP CHOI BOT CHOI WEBS FORCES NOTES- 1) Wind: A Exp D;I 2) Plates c 3) Gable r 4) This tru 5) ` This tr fit betw( 6) Provide 3. BRACING- 2x4 SP No.3 TOP CHORD 2x4 SP No.3 2x4 SP No.3 BOT CHORD (lb/size) 1=168/4-0-0, 3=168/4-0-0 Max Horz 1=100(LC 8) Max Uplift 1=-78(LC 8), 3=115(LC 8) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2x4 II Scale = 1:10.4 PLATES GRIP MT20 2441190 Weight: 12 lb FT = 0% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. 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 E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; i., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :ked for a plus or minus 0 degree rotation about its center. ires continuous bottom chard bearing. ias been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 the bottom chord and any other members. chanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 1 and 115 lb uplift at joint 7) "Semi-rtgl pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. AWARNING • Ylly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid f F uerse only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building desig i;. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requ' ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st gage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Informs Ion available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. ��0w11,pPS' A„q,����� No 39380 �O N A� t Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29313 Lot 5 Queens Isle � I T7618902 29313 NIV6 Valley 2 1 4i Job Reference (optionah East CoastlTruss, Ft. Pierce, FL 34946 2x4 6-0-0 7.640 a Sup 29 2015 Mi I ak industries, Inc. rn i vv vv ,v.v, u w ., ago ID:Y2K7aNNgEy_MfDpNzGaQlkymffR-xSSPKBg3r4T9Py_ETnR1b58BplCDmJvlYeKKSUyLuC6 LOADING SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 1 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) LUMBER- �` BRACING - TOP CH O D 2x4 SP No.3 TOP CHORD BOT CHO D 2x4 SP No.3 WEBS I 2x4 SP No.3 BOT CHORD OTHERS II. 2x4 SP No.3 (lb/size) 1=88/6-0-0, 4=132/6-0-0, 5=336/6-0-0 Max Horz 1=165(LC 8) Max Uplift4=-91(LC 8), 5= 229(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS II 2-5=-272/245 Scale = 1:15.4 2x4 II 2x4 II PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. 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 NOTES- i� 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; E�cl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates ch�1' cked for a plus or minus 0 degree rotation about Its center. 3) Gable reirescontinuous bottom chord bearing. 4) This trus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This tru s has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwee the bottom chord and any other members. 6) Provide �i chanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4 and 229 lb uplift at joint 5. 7) "Semi-rigi „ pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ® WARNING - I ierHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valld fo Muse only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system.�efore use, fhe building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buildingdesigBracingindicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stge, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Informatipn available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, �0,1111111111/j°° ♦♦ �E N . -9 No 39380. .. � - ,ter -10 >�ArE V' °°/ �ONA�E °°°//11111'j1�, Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION a " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both Sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal orx-bracing, is always required. See BCSI. T �� 0 - /j c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 6 4 � p 0 WEBS c3Ae vide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. = O 3. Never exceed the design loading shown and never a- U stack materials on inadequately braced trusses. d 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�$ Cb7 cs 6 designer, erection supervisor, property owner and plates 0-'Ad' from outside BOTTOM CHORDS all other interested parties. 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. P 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 MiTek 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 fire treated, ICC-ES Reports: use with retardant, preservative or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 ESR-131.1, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to x 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 ell 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 purfins 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 10 spacing, or less, if no ceiling is installed, unless otherwise e noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MTekO 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 vertically unless indicated otherwise. Min size shown is for crushing only. DLO 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_alone__ 20. Design assumes manufacture in accordance with DSB-89_:— - ign Stnndard=for-Bmcmg --- — — — M!Tek BCSI: Building Component Safety Information, Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate x Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015