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1799 ATLANTIC BEACH DR - REVISION TRUSS 2-8-18 OFFICE COPY CITY OF ATLANTIC BEACH '% 800 Seminole Road F E 3 82018 Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 2/8/2018 Revision to Issued Permit X Corrections to Comments Permit#RES 17-0232 Project Address 1799 Atlantic Beach Blvd Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision/ Corrections: Permit Fee II e $ 61:9.CC) Changed from rafter tails to truss overhangs. Truss and structural : si - - • attached. Additional Increase in Building Value $ Additional S.F. By s'_'ing below, I Audrey Regnier affirm the Revision is inclusive of the proposed changes. (printed name) 2/8/2018 Signature of Cont ctor/Agent(Contr ctor must sign if increase in valuation) Date (Office Use Only) Approved A Denied Not Applicable to Department Revision/Plan Review Comments (..c.4 /q /1 4u fiZl � Z to G ApAt �-e- De artment Review Required: Building 17/ Planning & Zoning Reviewed By Tree Administrator Public Works 11 Public Utilities 0- /2 - d O Public Safety Date Fire Services I NM_ Niii, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 14366T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Anastasia Lot/Block: 041 Subdivision: Atlantic Beach Address: 1799 Atlantic Beach Dr., . City: . State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo (Pontigo and Assoc.) License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13131059 EJ06 2/2/18 18 T13131076 J23 2/2/18 2 1713131060 EJ15. 2/2/18 19 T13131077 J25 2/2/18 3 T13131061 EJ26 2/2/18 20 T13131078 PB01 2/2/18 4 T13131062 EJ36 2/2/18 21 T13131079 PB02 2/2/18 5 T13131063 EJ46 2/2/18 22 T13131080 PB03 2/2/18 6 T13131064 EJ56 2/2/18 23 T13131081 PB04 2/2/18 7 T13131065 GEB01 2/2/18 24 T13131082 PB05 2/2/18 8 T13131066 HJO6 2/2/18 25 T13131083 103 2/2/18 9 T13131067 HJ16 2/2/18 26 T13131084 104 2/2/18 10 T13131068 HJ26 2/2/18 27 T13131085 105 2/2/18 11 T13131069 J01 2/2/18 28 T13131086 106 2/2/18 12 T13131070 J03 2/2/18 29 T13131087 107 2/2/18 13 T13131071 J05 2/2/18 30 T13131088 108 2/2/18 - 14 T13131072 J11 2/2/18 31 T13131089 109 2/2/18 7. 15 T13131073 J13 2/2/18 32 T13131090 T10 2/2/18 [16 T13131074 J15 2/2/18 33 1131.31091 T11 - 2/2/18 17 T13131075 J21 2/2/18 34 T13131092 T12 2/2/18 • The truss drawing(s)referenced above have been prepared by MiTek ��,t'�l i t i t H t is,,,, USA, Inc. under my direct supervision based on the parameters �``�0t 9........UIN �'• provided by Building Component Supply. `.` ••.�\G E NS�••• • •.,• . Truss Design Engineer's Name: Velez, Joaquin 1iy . 68182 My license renewal date for the state of Florida is February 28, 2019. E. * d,li�,1 * •:* IMPORTANT NOTE: The seal on these truss component designs is a certification =-17•' that the engineer named is licensed in the jurisdiction(s)identified and that the '• STATE OF 41 1.designs comply with ANSI/TPI 1. These designs are based upon parameters �,\•'•, p.•.•. . , shown(e.g., loads,supports,dimensions,shapes and design codes),which were •• C<C •: 0 R \r,V^ •• given MiTek. Any filerefeorence purpose onlyy,,and was nototaken� included into aco nt iinor MiTek's the preparation oofers e/ iiNj/ON A, o' these designs. MiTek has not independently verified the applicability of the design itt parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Velez,Joaquin 1 of 2 I RE: 14366T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: Anastasia Lot/Block: 041 Subdivision: Atlantic Beach Address: 1799 Atlantic Beach Dr., . City: . State: FL No. Seal# Truss Nam lDate 35 T13131093 T13 2/2/18 36 T13131094 I T14 2/2/18 � 37 T13131095 I T15 2/2/18 38 T13131096 I T16 2/2/18 J 39 1131310971117 2/2/18 40 T13131098 1118 2/2/18 41 T13131099 1119 2/2/18 J 42 113131100 j T20 2/2/18 43 T13131101 1T21 2/2/18 44 T13131102 I V01 2/2/18 45 T131311031V02 2/2/18 46 T131311041V03 2/2/18 J OFFICE COPY 2 of 2 r Job Truss Truss Type Qty Ply T13131059! 14366T0 EJ06 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:01 2018 Page 1 I D:do LxGl myC66 R2O N eZr2l gJz W 6tm-avomyG2O6dAm_J900Z uI E RfaZ5b B H UOG D W Te Ljzp B?8 -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:31.1 3 ITI 7.00 12 6 0 3x4 II r N 2 ,( 1}211 5 3x6= 4 6-0-0 6-0-0 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.13 4-5 >521 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.19 4-5 >356 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.27 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=341/0-5-8,3=149/Mechanical,4=65/Mechanical Max Horz 5=254(LC 12) Max Uplift 5=-50(LC 12),3=-134(LC 12),4=-20(LC 12) Max Gray 5=341(LC 1),3=171(LC 17),4=107(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-291/194 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , , 4)Refer to girder(s)for truss to truss connections. `,�1 • v N V Ill, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) `s PQ F( 3=134. • ,�•••G•E N •�� •.•�\ 5'6••.• • i.• • • No 68182 *: •;* • /0)�. � \ S • ''/r� X ' OF :� • ' FS • R Cj• ,•N '1, I �, N A -1.00"its I Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1(,3/2075 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component.riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web Cr.id/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANS1/IPI I 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, Tanga,FL 33610 r � Job Truss Truss Type Qty Ply T13131060 14366T0 EJ15 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:01 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-avomyG2O6dAm_JgQOZuI ERfdl5f5HUOGD W TeLjzpB?8 -1-4-0 5-6-0 1-4-0 5-6-0 Scale=1:24.3 4 rA •7.00 12 5x6- 12 mlN v cb 3 2 •r ri0215 4x10 II -3- 5-6-0 5-3-0 Plate Offsets(X,Y)-- [2:0-2-12,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 5-10 >573 240 it MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.09 5-10 >725 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 4=126/Mechanical,2=337/0-3-8,5=56/Mechanical Max Horz 2=181(LC 12) Max Uplift 4=-108(LC 12),2=-172(LC 12),5=-61(LC 12) Max Gray 4=134(LC 17),2=337(LC 1),5=92(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-5-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. %0%PQ U'N 4)Refer to girder(s)for truss to truss connections. � • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=1b) �� ,O •CE N s•• .•.‘ � 4=108,2=172. ; ••• •••• • No 68182 * : .* ,/ • .53 S 'O'!' OF :LJ, ION AV. I,,utIIfl "` Joaquin Velez PE No-68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 � t 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/WPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon avallabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i Job Truss Truss Type Qty Ply 113131061 1436610 EJ26 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:02 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-25M89c2otxldbTFdyHP_neBsmV4hOuOPSACBtAzpB?7 -1-4-0 6-0-0 1-4-0 l 6-0-0 Scale=1:31.4 4 iiIkT 1.111111111111... .. iA rMI 1.2, 6 1E3 6 7 5 2x4 L I 3x4— 3x4— 3-4-0 3--12 6-0-0 3-4-0 0- - 2 2-5-4 Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,13:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 6-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.21 Horz(TL) -0.03 4 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-MP Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. W EBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=48/Mechanical,5=-314/Mechanical,7=823/0-5-8 Max Horz 7=252(LC 12) Max Uplift 4=42(LC 12),5=-314(LC 1),7=-283(LC 12) Max Gray 4=52(LC 17),5=67(LC 8),7=823(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-259/289 WEBS 3-7=-677/410,2-7=-290/367,3-6=-222/419 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;cantilever left exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0111111i/1i. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ott l N I, 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `•%OP,QtJ V - L\i,, will fit between the bottom chord and any other members. `% , •E•N • ,' '. 4)Refer to girder(s)for truss to truss connections. \,\�' `S F••.. �i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(t=Ib) •• • 5=314,7=283. '• N1 O 68182 � -53' S E OF '� � O •<C/. �'0,�SS� ' R 1 O�.\ •`�. ',It'0NA�-0%- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use.the building designer must verity the applicabiity of design parameters and properly incorporate this design Into the overall • building design. Bracing Indicated is to prevent budding of individual buss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. 1 Tampa.FL 33610 F Job Truss Truss Type IQty Ply T13131062 14366T0 EJ36 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:03 2018 Page 1 ID:dnLxG1myC66R2ONeZr2IgJzW6tm-W IwW My3eeERUDdppW_wDJsk1 GvKKIOuZggylPczpB?6 -1-4-0 5-0-0 6-0-0 1-4-0 5-0-0 1-0-0 Scale=1:25.8 5 3x4 II 4 7.00 12 O 3x4 G 14 �!!!1� 3 4x5 I 2 N 100.10 3x4 11 4x10 H °r3-1 5-0-0 6-0-0 0 3-1 4-8-4 1-0-0 Plate Offsets(X,Y)-- [2:0-1-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.02 8-13 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-8:2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 5=65/Mechanical,2=360/0-3-8,6=134/Mechanical Max Horz 2=193(LC 12) Max Uplift 5=-25(LC 12),2=91(LC 12),6=-82(LC 12) Max Gray 5=68(LC 17),2=360(LC 1),6=153(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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 ,>>11 i 111/,, will fit between the bottom chord and any other members. ,•% t N 4)Refer to girder(s)for truss to truss connections. `,S Op•Q Vi ,,1, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,6. ,� , EN • •.•�'\G SF•.• % No 68182 aldtiS. •� - ' - SATE OF 0FS••• ORC? s• • �' S I0 N At� %. Joaquin Velez PE No.68182 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milt** is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalkable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 113131063 14366T0 EJ46 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:04 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-_UUuaI4HPYZLmO?3iSSs3H6vJhiUgBivUhly2zpB?5 -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:25.4 4 1 7.00 12 3x5\\ — 11 3 v 2 1 A 5 4x10 I I 1 2-0-10 I 6-0-0 -12 1-8-14 3-11-6 Plate Offsets(X,Y)— (2:0-2-12,0-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.15 5-10 >481 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.11 5-10 >630 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-10-10 REACTIONS. (lb/size) 4=140/Mechanical,2=360/0-3-8,5=60/Mechanical Max Horz 2=193(LC 12) Max Uplift 4=121(LC 12),2=-182(LC 12),5=-63(LC 12) Max Gray 4=149(LC 17),2=360(LC 1),5=99(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I I I►► 4)Refer to girder(s)for truss to truss connections. `,�`r,U-'IN ►►77I' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ``�•OP,Q . VE�� 4=121,2=182. . •• •EN s••• No 68182 * . 011 O'7-13 •.. S�IkOF . � : Z, sS'c N A —C 0%N% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Not 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual[wilding component not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly Incorporate this design Into the overall bulcAng design. Brackg indicated Is to prevent buckling of Indlvidud truss web and/or chord members only.Addhional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Cualiy Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i Job Truss Truss Type Qty Ply 1131310641 14366T0 EJ56 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:04 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-_U Uual4HPYZLrnO?3iSSs3H6DJjdUg8ivUhly2zpB?5 -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:25.4 4 7.00 12 0 3x.5 11 3 v 2 1 MI- 8 5 4x10 11 1 2-0-10 6-0-0 3-1 1-8-14 3-11-6 Plate Offsets(X,Y)— 12:0-2-12,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.13 5-10 >554 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-10-10 REACTIONS. (lb/size) 4=140/Mechanical,2=360/0-3-8,5=60/Mechanical Max Horz 2=193(LC 12) Max Uplift 4=-111(LC 12),2=-91(LC 12) Max Gray 4=156(LC 17),2=360(LC 1),5=99(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,%%1I I 111,/I„ 4)Refer to girder(s)for truss to truss connections. ,��� U(N V �I�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=1b) ,`% P,Q • • 4F dee 4=111. �� , EN • • No 68182 *; ;* lu = ' "fix : - vcc- ��• .'u ,✓: OF :[U - Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buliding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 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 I fi Job 'Truss Truss Type Qty 'Ply TI3131065 14366T0 ,GEB01 FLOOR 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:05 2018 Page 1 ID:py8sLaxE0_mhi8R7EQMVRpz1 NZI-Tg2Gne5vAshCSwzCdPzhOHpFgj_nD4Hs88RsUUzpB?4 3-6-104-0-14 6-11-8 8-0-0 9-10-2 10-4-6 13-11-0 3-6-10 0-6-4 2-10-10 1-0-8 1-10-2 0-6-4I 3-6-10 Scale=1:23.4 2x4 I I 4x5= 4x6= 14x6= 24x5= 3 4 5 • d • • • s • o I • [ 9 8 7 4x6= 2x4= 4x6= 4x10= 2x4= 3-6-104-0-14 6-11-8 8-0-0 9-10-2 10-4-6 13-11-0 3-6-10 1 0-6-4 2-10-10 1-0-8 1-10-2 i 0-6-4 1 3-6-10 Plate Offsets(X,Y)-- [1:0-3-8,0-2-0],[5:0-3-8,0-2-0],[7:0-2-8,0-2-01,[9:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Lid PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.72 Vert(LL) 0.09 8-9 >999 360 MT20 244/190 TCDL 5.0 i Lumber DOL 1.60 BC 0.58 Vert(TL) -0.26 8 >625 240 BCLL 0.0 1 Rep Stress Incr NO WB 0.84 Horz(TL) -0.04 6 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 Matrix-MS i Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. REACTIONS. (lb/size) 10=1391/0-3-8,6=1391/0-3-8 Max Uplift 10=-1391(LC 3),6=-1391(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1355/1197,1-2=-2663/2654,2-3=-4224/4238,3-4=-4224/4238,4-5=-2663/2654, 5-6=-1355/1197 BOT CHORD 8-9=-2654/2663,7-8=-2654/2663 WEBS 2-9=-1116/703,3-8=-1352/0,4-7=-1116/703,1-9=-2796/2822,2-8=-1731/1706, 4-8=-1731/1706,5-7=-2796/2822 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 2)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `,�{{111............... 1�/� capacity of bearing surface. �� ., 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) `��� PQv l N VFX ..i. 10=1391,6=1391. •ss �� • •E N ' " 4)Load case(s)1,2,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use ; ;•\,• `SSC`••• le. of this truss. • i 5)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. No 681 82 Strongbacks to be attached to walls at their outer ends or restrained by other means. = * * 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 6-11-8 on top chord,and 1038 lb up at 6-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. =-o 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Or i %' LOAD CASE(S) i T• •' 'i Q �� 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 ��� :Na R • •• ��Uniform Loads(plf) concentrffied6 10=-1ads( ,i-5=-118 ���./1;* s`S�� A{ ���,, Vert:3=-1038(F) Joaquin Velez PE No.68182 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 MITek USA,Inc.FL Cert 6634 Uniform Loads(pif) 6904 Parke East Blvd.Tampa FL 33610 Vert:6-10=-10,1-5=-118 Date: February 2,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10NY2015 BEFORE USE. Design valid for use only with Milek®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 bracing design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perrnanent bracing Niel( e always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII 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 1 � Job Truss Truss Type Qty Ply T13131065 14366T0 GEB01 FLOOR 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:05 2018 Page 2 ID:py8sLaxEQ_mhi8R7EQMVRpz1 NZI-Tg2Gne5vAshCSwzCdPzhOHpFaj_nD4Hs88RsUUzpB?4 LOAD CASE(S) Concentrated Loads(Ib) Vert:8=1038(F) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-10=118(F),1-5=10(F) Concentrated Loads(Ib) Vert:8=1038(F) 1 ► Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of hndMdual truss web and/or chord members only. AdaAtion li temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regandng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Cdl•rla,DSB-89 and BCSI Building Compon•nf 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 H.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i -s Job Truss Truss Type Oty Ply 113131066 14366T0 HJO6 Diagonal Hip Girder 1 1 i i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:06 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-xtcf?_6Xx9p244YOB7UwxUMRV6Nwyh4?NoAPOxzpB?3 -1-10-10 4-2-9 8-5-1 1-10-10 I 4-2-9 i 4-2-9 NAILED 4 Scale=1:34.1 NAILED NAILED 10 ► 4.9512 NAILED IIIA 3x4---- 3 3 NAILED L•!tt NAILED v 3x4 9 0000;000000 ► ir 1 ■ se e. 1 ., i 1 1 Iii I i ii N �O� 11 7 12 6 8 NAILED NAILED 5 3x4= 2x4 I NAILED NAILED NAILED 3x4_ NAILED 4-2-9 8-5-1 I42-9 I 4-2-9 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.23 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC20141 TP12007 Matrix-MP Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. REACTIONS. (lb/size) 8=405/0-7-6,4=153/Mechanical,5=241/Mechanical Max Horz 8=249(LC 8) Max Uplift 8=507(LC 8),4=-152(LC 8),5=298(LC 8) Max Gray 8=549(LC 30),4=156(LC 28),5=341(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-475/388,2-3=-411/305 BOT CHORD 6-7=-349/332 WEBS 2-7=-306/497,3-6=-448/470 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0%111111/p will fit between the bottom chord and any other members. ,�1 N •�Il 4)Refer to girder(s)for truss to truss connections. •,%s p.0'' • 1/ .. �/ Il 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) ,,tee ,O..GENS'•F�,i• 8=507,4=152,5=298. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. : No 681 82 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard1 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • 1 -o• • if Uniform Loads(plf) i • S ''it OF :(V Vert:1-2=-60,2-4=-60,5-8=-20 i 0.* J• 4/Z Concentrated Loads(Ib) i�4‘.'.4‘/ Q • _Z* Vert:7=2(F=1,B=1)9=97(F=48,B=48)10=-71(F=-36,B=-36)12=-44(F=-22,B=-22) ,� • ��s•. Q A 1�.• • ••k"Si�N** \-.4 ,•• imilio- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 • Ask WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek©connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of I ndlAduai truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stckAlty and to prevent collapse w th possible personal injury and properly damage. for general guidance regarding the fabricatk>n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/711 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,Alexan dda.VA 22314. Tampa,FL 33610 I N, Job Truss Truss Type Qty Ply T13131067 14366T0 HJ16 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:07 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-P3A1 CJ69iTxvi E7akq?9TivevW hVhAk8bSwyYNzpB?2 -1-10-10 3-10-5 7-8-9 1-10-10 3-10-5 3-10-5 NAILED Scale=1:25.5 NAILED 5 1' 141 .001') NAILED 4.95 riT NAILED 2x4 13 4 ' ' 1 i 1 3x5 \\ 3 2 ��� D C. i i i i Ilii;► M 15 16 7 OM NAILED NAILED NAILED 6 5x12 II NAILED NAILED 3x4= NAILED 9-44 7-8-9 4- 7-4-5 Plate Offsets(X,Y)-- (2:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.15 7-12 >595 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.23 7-12 >406 180 BCLL 0.0 * 1 Rep Stress Incr NO WB 0.07 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 5=190/Mechanical,2=397/0-4-15,6=193/Mechanical Max Horz 2=179(LC 8) Max Uplift 5=-167(LC 8),2=-367(LC 8),6=-227(LC 5) Max Gray 5=190(LC 1),2=397(LC 1),6=244(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-261/154 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``�% ��, 3)`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 ,,0 v'N V ��e, will fit between the bottom chord and any other members. `�OP,Q i �j, 4)Refer to girder(s)for truss to truss connections. s% J ••c,•E N ,# 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �`i •••\,\ `s •••• °0 5=167,2=367,6=227. • N O 6 81 8 2 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). = * * LOAD CASE(S) Standard =-0. i��l ; 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate increase=1.25 .. $ /qiV , F .• (V Uniform Loads(plf) 4/ Vert:1-5=-60,6-8=-20 . .< Q' • 2 • Concentrated Loads(Ib) �i� %%440 R 1�.••• \ �• Vert:7=-54(F=-27,B=-27)3=91(F=45,B=45)14=-96(F=-48,B=-48)16=7(F=4,B=4) i��'ss"O N A;�� `, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • February 2,2018 I 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE*111-7473 rev.10103/2015 BEFORE USE. mil Design valid for use oily with Milek®connectors.INs design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent oohs pse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSt/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable horn Truss Plate institute,218 N.Lee Street.Suite 312"Nexandrla,VA 22314. Tampa.FL 33610 r , Job Truss Truss Type Qty ;Ply T13131068 14366T0 HJ26 Diagonal Hip Girder j1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:08 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-tFjPQf7nTn3mJOinIXW OOvRgaw3bQc RIg6fW SpzpB?1 I -1-10-10 4-2-9 8-5-1 1-10-10 4-2-9 4-2-9 NAILED 5 , Scale=1:27.1 NAILED I 13 NAILED I � 4.95 FIT NAILED 3x4 4 3x5 \\ 3 2 IIII 1 001111111111111111111111110 1 1 1 1 1 1 n' ii 14 14 . 15 16 7 aso NAILED 8 NAILED NAILED 6 4x10 IINAILED 2x4// NAILED NAILED 3x4= 2-3-5 2;6-1 8-5-1 2-3-5 0-2-12 5-11-0 Plate Offsets(X,Y)-- (2:0-1-12,0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 ; Vert(TL) -0.13 7-8 >547 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 f Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP i Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-9-10 REACTIONS. (lb/size) 5=138/Mechanical,6=64/Mechanical,8=968/0-5-8 Max Horz 8=191(LC 21) Max Uplift 5=-111(LC 8),6=-34(LC 5),8=-513(LC 8) Max Gray 5=139(LC 25),6=151(LC 21),8=968(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-400/564 BOT CHORD 2-8=-459/431 WEBS 4-8=-719/451 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 0"1111//ii 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,0 'I N VI��, 3)'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 `� P'•.•. F( /e will fit between the bottom chord and any other members. ``'N ,Q••\c,�E�Ns••�,.,'4� 4)Refer to girder(s)for truss to truss connections. •••\, F•••• 0 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) •• 5=111,8=513. NQ 68182 • 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. : *' ; •* 0 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' ti LOAD CASE(S) Standard S 4.4t1 OF LUZ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 O (v Z Uniform Loads(plf) 't\.. / Q' • .." Vert:1-5=-60,6-9=-20 °j •Q R... •••• \ •,N • Concentrated Loads(lb) �1,SS/ •" •�\ % Vert:13=-78(F=-39,B=-39)14=-251(F=-126,B=-126)15=11(F=6,B=6)16=-66(F=-33,B=-33) 11t'O N A�,,,0% iiimiJoaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 1 ie. I 0 WARNMIG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI47473 rev.1003/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information available from Teas Plate Institute,218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tampa.FL 33610 r 1 Job I Truss Truss Type Qty Ply T13131069 14366T0 J01 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:09 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-LRHnd?8PE4BdxYHzsF1dZ7_2bKTL95NR3mP3dGzpB?0 -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:15.8 3 7.00 FIT 3x4 I 2 •• N N 5 4 3x4 I 0-10-15 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.00 5 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a Ida BCDL 10.0 Code FBC2014ITPI2007 Matrix-MR Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=219/0-5-8,3=-60/Mechanical,4=-5/Mechanical Max Horz 5=131(LC 12) Max Uplift 5=-51(LC 8),3=-60(LC 1),4=-114(LC 12) Max Gray 5=219(LC 1),3=19(LC 8),4=65(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 00111111//ii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3 except(jt=lb) ,\\\ UIN 4=114. x%44 r • • FBF . GEN s'•• No 68182 • *: :* r • S = CC :-.121.•. S TOF � * . Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7073 rev.10N32015 BEFORE USE Design valid for use only with Mileke connectors.Ibis 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 appiicabtlity 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 chid permanent bracing Milek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/1P11 Quality Criteria,DSS-89 and SCSI Guiding Component 6904 Parke East Blvd. Safely Information avagabie horn Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r ,Qty Ply T13131070 14366T0 IJ03 Corner Jack 2 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:10 2018 Page 1 I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-per9rL91?OJ UZis9QyYs5KXAtknDuYdbHQ8d9izpB?? -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:21.7 3 Y, 7.00 12 A 6 3x4 I 2 n m m � M 1 MI NM A OM 53x4_ 4 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 I Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 I Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 I Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=228/0-5-8,3=58/Mechanical,4=24/Mechanical Max Horz 5=178(LC 12) Max Uplift 5=-25(LC 12),3=78(LC 12),4=35(LC 12) Max Gray 5=228(LC 1),3=78(LC 17),4=50(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 2-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `.0111111g/I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. , ,aU�N VF � 0� ,,i `` X \,, F''' No 68182 *: ;* —0, STWilIL' :x r: O F :4/•::' 1.0.- Ito a R t' . C?\� `• i'1tie`'/ON E�J�S,s Joaquin Velez PE No.68182 Musk USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/1015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual bidding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Adcitional temporary and permanent bracing Wick. Is always required for stability and to prevent collapse with possbie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PII Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avolabie from Truss Rate Institute,218 N.Lee Street,State 312,Alexaxida,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131071 14366T0 IJ05 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:11 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-HgPY2h9gliRLArRLzg45eY3L071Cd?tkW4uAh8zpB?_ -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:27.3 3 i II 7.00 7 3x4 6 2 1 N mim 5 4 3x5 4-10-15 4-10-15 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 4-5 >836 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.09 4-5 >621 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.16 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=300/0-5-8,3=118/Mechanical,4=50/Mechanical Max Horz 5=228(LC 12) Max Uplift 5=-44(LC 12),3=114(LC 12),4=-23(LC 12) Max Gray 5=300(LC 1),3=138(LC 17),4=86(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-258/180 NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 4-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ``' ,1I11 I1�� 4)Refer to girder(s)for truss to truss connections. O° v N I��, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) `% PQ 1 v 3=114. ,�� ,O .•G'E'N • ei • No 68182 O:. S �� OF : �/ • • • ,FS ....R!. Ca��• • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 • Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10.032015 BEFORE USE. tut Design valid for use only with Mlleke connectors.lids design is bused only upon parameters shown,and Is for an irxiividual building component,not a truss system.Before use,the building designer must verify the applicabily 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. Adltionai temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Taus Plate Institute,2t8 N.Lee Street,State 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • ,Qty Ply T13131072' 14366T0 ,J11 ICornerJack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:11 2018 Page 1 ID:dnLxGlmyC66R2ONeZr21 gJzW 6tm-HgPY2h9gliRLArRLzg45eY3P97Ajd?tkW 4uAh8zpB?_ -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:10.6 3 7.00 12 2x4 f 2 I 1 I I�� 2x4 II 4 0-3-0 0-10-15 0-3-0 0-7-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=219/0-3-8,3=-52/Mechanical,4=-14/Mechanical Max Horz 5=99(LC 12) Max Uplift 5=-111(LC 12),3=-52(LC 1),4=-18(LC 12) Max Gray 5=219(LC 1),3=33(LC 12),4=13(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. \10111111/i. 5)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) ,`\\ U N V •Iii, 5=111. `,•% 01: •• • •�4F • J • GENS' .� No 68182 * : :* r.."o Joaquin Velez PE No.68182 MITek USA,Inc.FL Cott 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 t111011110 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7073 rev.10032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall br/ding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent coria se with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/WP11 Quality Critetla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type ,'Qty Ply T13131073 14366T0 J13 Corner Jack '2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:12 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-10zwF 1 AI W?ZCo?OYXNbKAIcbdXULMS7ulkdjDazpB_z -1-4-02-10-15 1-4-0 2-10-15 Scale=1:16.5 4 1 7.00 FIT 5x6 i 12 3 ,\ 2 IV1 li A 5 4x10 I I P 3-9 2-10-15 0-3-0 2-7-15 Plate Offsets(X,Y)-- (2:0-2-12,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 5-10 >999 180 BCLL 0.0 * Rep Stress Incr YES ' WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I, Matrix-MP Weight:171b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 4=44/Mechanical,2=255/0-3-8,5=14/Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-50(LC 12),2=-139(LC 12),5=-29(LC 9) Max Gray 4=52(LC 17),2=255(LC 1),5=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 2-10-3 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,``.101111111/11.I N V it, 4)Refer to girder(s)for truss to truss connections. ,% QU.. F4 I,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) `b." ,QP•'........ 'rE N •' ' 2=139. No 68182 *: .* - • -p: f Ili :fr= � :. s 07 OF :441/ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Milek®connectors.This design is Lased 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 bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiWek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSi/1P11 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. Tanga.FL 33610 Job Truss Truss Type r Qty Ply 113131074 1436610 J15 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:13 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-EDXI TN BwHJh3Q9ak556Zjz9j PxnG5vM 1_NN HI1 zpB_y -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:22.2 4 • I) r 7.00 112 5x6-- 12 3 0 2 MO.1 Al 5 4x10 i1 CI-3-0 4-10-15 I 3-0 4-7-15 Plate Offsets(X,Y)-- 12:0-2-12,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Vdefl L/d PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.07 5-10 >832 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.06 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.00 Horz(TL) -0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 4=109/Mechanical,2=316/0-3-8,5=47/Mechanical Max Horz 2=167(LC 12) Max Uplift 4=-96(LC 12),2=-163(LC 12),5=-53(LC 12) Max Gray 4=116(LC 17),2=316(LC 1),5=80(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 4-10-3 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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 ,01111111/iv will fit between the bottom chord and any other members. ,,ttt N V ii, 4)Refer to girder(s)for truss to truss connections. ,`• OP,Q ��F/�,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) ,� , •E•N 2=163. � .. \., G `SC•••cl �° i No 68182 *: :* : ' ��'IOF ��§1.� • : �` ! R., S, , • ,, •0.,s• . Joaquin Velez PE No.68182 MiTek US&Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 4 IIM Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml7473 rev.10/032015 BEFORE USE. isi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIR*" Is always required for std laity and to prevent collapse with possible personal Injury and property damage. For general gukirnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street.Suite.312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty Ply 1 T13131075 14366T0 J21 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:13 2018 Page 1 I D:dnLxGI myC66R2ONeZr2IgJzW 6tm-E DXITNBW HJh3O9ak556Zjz9jCxp15vM 1_N NHI1 zpB_y -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:10.6 3 2x4 11 7.00 r12 2 1 A 5 3x4 I PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 4 0-10-15 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.01 5 n/r 120 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=-0/Mechanical,4=153/Mechanical Max Horz 3=137(LC 1),4=168(LC 12) Max Uplift 4=-96(LC 12) Max Gray 4=153(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,, 111 11, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ,��PaU N •// ���, •N O .•G•E•Ns. 4 ' ,i.• No 68182 • �!.l 'Cc �1� s i OF :rL . • i''•1s;O N Al-t ��s%• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 � f o WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10'032015 BEFORE USE. Mil Design valid for use only with MITek©connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek" is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erecto n and bracing of trusses and MASS systems,seeANSI/7P11 Quality Criteria,DSB-89 and BCSI Building Corrpon.nt 6904 Parke East Blvd. Salrty Information available.from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type rl Qty Ply T131310761 14366T0 J23 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:14 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-iP5ggjCY2cpw 1 J9wfodoGAhx9LAbgMcAC 16gHTzpB_x -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:16.5 4 y 7.00 12 3x4 G 3 n N m 2 11111,11. 1 MAM1( 5 4x10 3-q 2-10-15 -3-0 2-7-15 Plate Offsets(X,Y)-- [2:0-2-12,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-10-10 REACTIONS. (lb/size) 4=30/Mechanical,2=274/0-7-12,5=8/Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-41(LC 12),2=-100(LC 12) Max Gray 4=43(LC 17),2=274(LC 1),5=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411 eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 2-10-3 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0%1111 1 ff ,` 4) Refer to girder(s)for truss to truss connections. ‘1 I� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2. ,,• OP'.P\QGENg � � • . ", �,• i• • No 68182 * : :* O; Sc'_'(v,) OF :41 O R ,Op \�,�. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10N32015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual binding 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 MRk is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1p11 Quality Criteria,058-89 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 I Truss Truss Type Qty Ply T13131077 14366T0 j J25 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:15 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Abf2u3DApwxnfTk7CV81 o0E3ZITtZpsKRhsNpvzpB_w -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:22.2 4 , 7.00 12 5x6 10 3 2 MOO 1 lal=11111.11111111111 5 4x10 I 4-10-15 4-10-15 Plate Offsets(X,Y)-- [2:0-2-12,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.09 5-8 >657 180 BCLL 0.0 * Rep Stress incr YES WB 0.00 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 i Code FBC2014/TP12007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 4=121/Mechanical,2=291/0-5-8,5=60/Mechanical Max Horz 2=167(LC 12) Max Uplift 4=-90(LC 12),2=-81(LC 12),5=-3(LC 12) Max Gray 4=134(LC 17),2=291(LC 1),5=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511 B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 4-10-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�' 1I 1 1 , ,, 4)Refer to girder(s)for truss to truss connections. ,`�‘ ' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,5. •N PQ........ F� No 68182 . *: * OF • 44/ �U: . SS14NALE �- 1tiifl l Joaquin Velez PE No.68182 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent bucldlrg of individual truss web aid/or chord members only. Additional temporary and permanent bracing Masai(' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPtt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satoly Information available from Truss Plate Institute.,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • r Job I Truss Truss Type Qty Ply T13131078 14366T0 PB01 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:16 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-eoCQ5ODoaE3eHdJJmDfGLbmlg8uE IGkTgLbxMMzpB_v 6-4-12 12-9-9 6-4-12 6-4-12 Scale=1:23.7 4x5 I 6 1 r, 7 16s4bili7.00 12 4gill 19 w illihik 82039 2 /11 10 11 1 1 II r r r • `1 /, 7.1I'-i7 18 17 16 15 14 13 12 3x6 3x6 12-9-9 12-9-9 Plate Offsets(X,Y)-- 13:0-1-0,0-1-12],)9:0-1-0,0-1-12],112:0-0-0,0-1-12],112:0-1-0,0-8-14],118:0-0-0,0-1-12],[18:0-1-0,0-8-14] LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-1-4. (lb)- Max Horz 1=-91(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,11,2,18,12,14,13,17,16 Max Gray All reactions 250 lb or less at joint(s)1,11,2,10,15,18,12,14,13,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-10 to 3-8-12,Interior(1)3-8-12 to 6-4-12,Exterior(2) 6-4-12 to 9-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 01111111/S11 4)Gable requires continuous bottom chord bearing. ``% UIN V • ',, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `N P,Q. .FZ1, 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,%% ,0 • �E•N ��-i will fit between the bottom chord and any other members. � .'�\C' S' :•••• moi• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,11,2,18,12, 14,13,17,16. No 68182 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building *: •* designer. _-3: Oki al JCC= 121 .' S• 'CJ OF :�t/ • °iV•••••0 R,• • C?•N� Joaquin Velez PE No.68182 MFTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/032015 BEFORE USE. hut Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the landing designer must verify the applicability of design parameters and properly incorporate this design Into the overall buidng design. Bracing Indicated Is to prevent buckling of Ind vktuxl truss web and/or chord members only. Additional temporary and permanent txacing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qudtty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. j Tampa.FL 33610 Job Truss Truss Type f r Qty Ply T13131079 14366T0 PB02 Piggyback 22 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:17 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-6_mpJkEQLXBVvmuVKwBVtpJ R W YDn1 j Rdu?LUuozpB_u 7-1-3 14-2-7 7-1-3 7-1-3 Scale=1:27.0 5x6= 4 II 7.00 FIT 12 11 2x4 I I 2x4 II 5 . 3 P hi .4A111111 i A` 6 7 m o 1 1 2 a Y r ` Ido o I7 3x4= 10 9 B 3x4= 2x4 I! 2x4 I I 2x4 I 14-2-7 14-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 6 n/r 120 BOLL 0.0 ' Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (Ib)- Max Horz 2=112(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 10=-130(LC 12),8=-130(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,6 except 9=277(LC 1),10=316(LC 17),8=316(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-10=-291/200,5-8=-291/200 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-1-3,Interior(1)3-1-3 to 7-1-3,Exterior(2)7-1-3 to 10-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .10;111111i. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `�� I •N ��t will fit between the bottom chord and any other members. �� P.Q-' VFX ��j• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except(jt=lb) ``�N•,0••��•E•Ns•, �'• 10=130,8=130. ••\. F.'•, • • 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building : designer. NO 68182 1k; ;* 7. OM'•• ��!4 F L : , °O (k.‘..•.k i R %0.-• • • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me 7473 rev.10.0312015 BEFORE USE. mll Design valid for use only with MllekS)connectors.This design k 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 briding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal W4rsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate institute.218N.lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13131080 14366T0 PB03 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:18 2018 Page 1 I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-aAKB W 4F36rKLW wTi ueikQOscZyY_mAgm7f42QEzpB_t 6-7-11 7-6-11I 14-2-7 6-7-11 0-11-0 6-7-11 Scale=1:26.6 2x4 1 3x6= 3x6= 4 5 6 LJ 7.00 i 12 2x4 Y 2x4 II e = 7 3 tin 14 13 ...1 ` 8 1 2 J 9 I� o o_ 0 0 3x4 = 12 11 10 3x4 = 2x4 ' 2x4 '.' 2x4 H 14-2-7 14-2-7 Plate Offsets(X,Y)-- [4:0-4-0,0-2-4],[6:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 8 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 8 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (Ib)- Max Horz 2=-105(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,8 except 10=-119(LC 12),12=-119(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,8 except 11=268(LC 1),10=303(LC 18),12=304(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 7-10=-271/204,3-12=-271/204 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;5=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-1-3,Interior(1)3-1-3 to 6-7-11,Exterior(2)6-7-11 to 7-6-11,Interior(1)11-9-10 to 13-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `111111111//� 3)Provide adequate drainage to prevent water ponding. `,r,1 11 N 1/6',/,40,� 4)Gable requires continuous bottom chord bearing. `�OP. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e• ,O .•G•E•N 1-z io 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � •••\.,s ` ri ••. will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8 except(jt=1b) N • O 681 82 • Z. 10=119,12=119. Z. *; ;* 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building = : designer. =-0; 'f/`I :CC Z 7.13• ST ►' OF :14/:: °'00 SS��• NAl.E .`s 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 t 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4111-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall buldng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addttonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,SeeANSI/IP11 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 1 Qty Ply T13131081 14366T0 PB04 j Piggyback I I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:19 2018 Page 1 I D:dnLxGl myC66 R2ONeZr2lgJzW 6tm-2NuZjQGht9SC842uR LDzzEOorMu9Vd8VMJgbygzpB_s 4-7-11I 9-6-11 14-2-7 4-7-11 4-11-0 4-7-11 Scale:1/2".1' 3x6= 2x4 II 3x6= 4 13 5 14 6 12 I �I 7.00 2x4 I I 72x4 II 3 sr ill N • 0 N 71:1 8 2 - .__ _— al 8 ,� 1 is ': ❖:•::❖::❖:•::❖:❖:❖•❖:•:•:•:❖:•:•:❖:•:❖.❖.•:❖:••❖:•••:�•""""""""""""""""""""" """"""' "' to Io 12 11 10 3x4 = 2x4 2x4 II 2x4 II 3x4 = 14-2-7 14-2-7 Plate Offsets(X,Y)-- 14:0-4-0,0-2-4),[6:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 1 Vert(LL) 0.00 8 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.00 8 Nr 120 BCLL 0.0 * Rep Stress Incr YES WB 0.05 I Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W EBS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (Ib)- Max Horz 2=-72(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,8,12,11,10 Max Gray All reactions 250 lb or less at joint(s)2,8,12,10 except 11=278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-1-3,Interior(1)3-1-3 to 4-7-11,Exterior(2)4-7-11 to 13-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 0%111111/II, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,Ott U'N V �/� 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � p.Q• •F� to will fit between the bottom chord and any other members. •N Q •E•N • �� i °� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,12,11,10. ,• •• '�\C' S'�•.•• i•8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. NO 68182 :O•• S ,F • OF ::�� , ,,,....A A k ..,..-,..,;\ ,''SS,........1.-Y-00%% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.16031015 BEFORE USE. Design valid for use only with Mlfek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the bulking designer must verify the amicability of design parameters and properly Incorporate this design into the overall txiding design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possBJe personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and tr ss systems,seeANSI/TPI I 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 Truss Truss Type Qty Ply T13131082 14366T0 I PB05 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:20 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-W ZSxxmGJeSa3mEd4?3kCV RxyMmE W E4D3bzZ8V7zpB_r 2-7-11 11-6-11 1 14-2-7 I 2-7-11 8-11-0 2-7-11 Scale:1/2.=1' 2x4 I I 3x6= 2x4 i U 2x4 I I 3x6= 7.00 12 3 4 5 6 7 e A I—I A, 8 9 a o e I r 118 r ` ± o 0 o a 12 11 10 3x4 - 3x4= 2x4 H 2x4 I 2x4 1 14-2-7 1 14-2-7 Plate Offsets(X,Y)-- 13:0-4-0,0-2-411,17:0-4-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 8 Nr 120 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-6-2. (Ib)- Max Horz 2=-39(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,8 except 11=-149(LC 8),10=-108(LC 8),12=-110(LC 9) Max Gray All reactions 250 lb or less at joint(s)2,8 except 11=344(LC 22),10=289(LC 22),12=289(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 5-11=-259/191 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=4th Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 7-1-3,Interior(1)7-1-3 to 11-6-11,Exterior(2) 11-6-11 to 13-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,`%Li 1111►►►► 4)Gable requires continuous bottom chord bearing. Ot �N ile 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,�OPQU VE� /��' 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `••• , ,.•••G E•N s;•• c.-' �i� will fit between the bottom chord and any other members. , : \, Fes•.. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8 except(jt=lb) • 11=149,10=108,12=110. No 68182 • 1. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building : *: ;* designer. � £// • �lir'OF '4(1: ' ,Q4,, S Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 I I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10.03/2015 BEFORE USE. Design valid for use only with MITek6 connectors.Ills 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 applicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. Safely Information available from Truss Plate Institute,218 N.tee Street.Suite 312,Aiexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply ' T13131083 I14366T0 T03 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:22 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-TyaiMSIZA4gn?YmT7Umgas0JvZxYiz7M2H2FZ?zpB_p -1-4-0 6-11-8 13-11-0 1-4-0 I 6-11-8 I 6-11-8 5x6= Scale=1:28.2 8 7 9 6 10 5 4x10 I I — — 11 7.00 Fir 3 4 — _ 12 13 2 — 1. • 71 .n3 0 E _I F 3 '9, r _ a 4x10 22 21 20 19 18 17 16 15 14 3x4- 13-11-0 ' 13-11-0 Plate Offsets(X,Y)-- (3:0-7-8,Edge],(13:0-1-9,0-2-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-11-0. (Ib)- Max Horz 2=125(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,19,20,21,22,17,16,15, 14 Max Gray All reactions 250 lb or less at joint(s)2,13,18,19,20,21,22,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=2tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-4-14 to 1-6-8,Exterior(2)1-6-8 to 6-11-8,Corner(3)6-11-8 to 9-11-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,` ,��vIN Vf' e 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �t !i Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `• &Q F� e 4)All •plates are 2x4 MT20 unless otherwise indicated. ..• Q •E•N '• Fc le'• 5)Gable studs spaced at 1-4-0 oc. ; •.'\, G\ S'�'.• i0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for 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 Z No 681 82 will fit between the bottom chord and any other members. 2 * * = 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,19,20,21,22, : 17,16,15,14. „U 9)na . ` 'r ( , 0 O F :mak/ -ee 0- ••R • �%s • Joaquin Velez PE No.68182 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1(5032015 BEFORE USE. Design valid for use only with MITek8 connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabnicatkon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.lee Street,Smite 312-Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply T13131084 14366T0 T04 Roof Special j 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:23 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-x874ZoJBxNyedhLfg BHv74ZOmzBaROIVHxop6SzpB_o -1-4-0 6-11-8 11-11-0 13-11-0 1-4-0 6-11-8 4-11-8 2-0-0 5x6= Scale=1:32.8 4 ir, 7.00 7 5 14 6x6 = 2x4 II 6 2 i Sx6 13 3 � 0 N 1 , • N Y Y m es .. a .. 7 4x10 I! 2x4 4x5= 6-11-8 11-11-0 13-11-0 6-11-8 4-11-8 2-0-0 Plate Offsets(X,Y)-- [2:0-7-7,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.49 Vert(LL) -0.07 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.12 7-8 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.13 Horz(TL) 0.04 2 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MS Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 7=547/0-5-8,2=640/0-5-8 Max Horz 2=115(LC 11) Max Uplift 7=-146(LC 12),2=-216(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-606/215,4-5=-584/220 BOT CHORD 2-8=-134/443,7-8=-134/443 WEBS 4-8=0/292,5-7=-634/250 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 6-11-8,Exterior(2)6-11-8 0111111/tit, to 9-11-8,Interior(1)11-11-0 to 13-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ``.tf -;•h grip DOL=1.60 `%% PpUIN VFX 1 3)Provide adequate drainage to prevent water ponding. �� ,O •G•E•N Fc�i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` •••,\ d••'c' °0 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. NO 681 82 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *: * 7=146,2=216. ' 7.� '. S%IlIl�rV• OF A14/ • 1''S9•4•ONALe ."•. • �ItIfl$ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 f, -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1G03/2015 BEFORE USE. mit Design valid for use oNy with Milekw 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 binding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members oNy.Adcttional temporary and permanent bracing MT's*" Is always required for stabAlty 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,seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. 1 Tenpa,FL 33610 Job Truss Truss Type Qty Ply T13131085 14366T0 T05 Roof Special Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:25 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-tW Fq_TKSS?CMs?V2ocKNCVejxnpbvHfokFHvAKzpB_m 13-11-8 5-11-8 11-4-8 12-7-8 13-9-8 15-3-8 16-7-8 21-9-0 ,22-9-gg 25-3-0 1-1-4-0 1-4-0 i 5- 1-8 I 5-5-0 1-3-0 11-2-0 11 1-4-0 I /-4 0 5-1-8 ri-0-BI 2-5-8 I 5,6=0-2-0 Scale=1:56.9 6 42 5 210 12 4x10= 44 14 I 15 441'. 711.4.0.136x6= E � 16 1• 7.00 12 3x4\\ 9 Ii :: 43 $5x6 ! 3 ��,� ; 7 5x16 c, 2 r D l7 o ?x5= 22 ' 10 0 . 1 -- __ @' ?! @ -Si' 24 4x10= 19 4x5= 1 ... . :•.,..•.•.:.:.•.•.•.,.:.:.,.❖.•.•.•.❖.•.A.:.•.❖.•.•.,. 4x5= 4x5 -- 35 34 33 32 31 30 29 28 27 25 3x6= 5-11-8 11-4-8 11-6-013-9-8 18-1-12 , 21-9-0 22-9-9 25-3-0 l 5-11-8 5-5-0 0-1-8 2-3-8 4-4-4 3-7-4 1-0-8 2-5-8 Plate Offsets(X,Y)-- j2:0-4-12,0-2-01,[7:0-3-4,0-2-81,19:0-7-12,0-2-01,[15:0-5-0,0-0-01,(23:0-2-4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.13 21-22 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.24 Horz(TL) 0.05 18 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007Matrix-MS Weight:219 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-27,9-24,19-21:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-26 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):9 REACTIONS. All bearings 11-9-8 except(jt=length)18=0-5-8,25=0-3-8. (Ib)- Max Horz 35=-234(LC 10) Max Uplift All uplift 100 lb or less at joint(s)27,28 except 18=-113(LC 12),35=-i49(LC 10),26=-329(LC 12), 31=-236(LC 12),34=-252(LC 12) Max Gray All reactions 250 lb or less at joint(s)35,27,28,29,30,32,33 except 18=481(LC 22),26=524(LC 1),31=407(LC 17),34=287(LC 17),25=354(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-178/268,15-16=-477/114,18-20=-447/142,2-35=-238/283,7-8=-539/154, 8-9=-533/198,9-11=-581/196,11-13=-562/182,13-15=-536/166 BOT CHORD 7-26=-804/288,5-7=-331/193,25-26=-336/168,24-25=-336/168,22-23=-67/478, 21-22=-159/548,20-21=-146/558 , 1111111/// WEBS 4-31=-433/256,7-24=-212/639,15-22=-3/328,16-20=-591/199,2-34=-538/417 ``sf.�PQU I N 1/&�ileo' NOTES ,% O .,....... 1)Unbalanced roof live loads have been considered for this design. ��� ••'•.\.,\C'E N S.`.••CI '�°0 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=25ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 12-7-8,Exterior(2)12-7-8 No 681 82 to 15-7-8,Interior(1)18-1-13 to 21-9-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; * * Lumber DOL=1.60 plate grip DOL=1.60 : 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry =.13- /llki •• 4 na Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. O', ST, �r OF 5)Provide adequate drainage to prevent water ponding. ��AN'. As / P • ,� 6)All plates are 2x4 MT20 unless otherwise indicated. :. %• 4 r A ,0.•'• \ `� 7)Gable studs spaced at 1-4-0 oc. ee ss•• ���� 9)This8) truss truss has been designed for afor a live lo.0 psf adof20.Opsf on the bottom chord in all areas whtom chord live load nonconcurrent with any ere aer llve loads.rectangle 3-6-0 tall by 2-0-0 wide ,t/4 Ig N Al- ��%� will fit between the bottom chord and any other members,with BCDL=10.Opsf. Joaquin Velez PE No.68182 10)Bearing at joint(s)26 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 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)27,28 except Date: (jt=lb)18=113,35=149,26=329,31=236,34=252. February 2,2018 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 I 1 . Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an indlvldual building component,not a taus system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design into the overall balding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate InstIlute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 713131086 14366T0 T06 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:28 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-H5xzcVNKlwaxjTEdTkt4g7GBF_gX6TVEQDVZnfzpB_j ) 1-4-9 5-10-0 12-7-8 1 16-9-4 1 19-9-0 1 22-9-8 125-0-41 29-10-7 34-6-13 39-5-0 44-11-0 46-3-0 1-4-0 5-10-0 6-9-8 4-1-12 2-11-12 3-0-8 2-2-12 4-10-3 4-8-7 4-10-3 5-6-0 1-4-0 Scale=1:89.0 3x6= 7.00112 5 441(5\� NAILED 6x8 i NAILED NAILED NAILED 6 6x6— 4x10- NAILED 6x6= 7x10 3 7 8 NAILED 9 NAILED 10 NAILED 11 ��39 39 40 41 4 << 5x6�� th 4x5 i �' 2 ` m *..., ,..12 N 1 _� � ' 4 Io I. \r, 22 21 ~ NAILED w NAILED NAILED 24 19 18 17 16 15 5x12 II 8 28 27 26 4x5= 4x5= 3x5 I 47 47x10 49 50 4x5= 51 NAILED 52 4x5= 10x14 II NAILED Special 4x5= NAILED NAILED 13-9-8 5-10-0 11-4-8 11tI 16-9-4 1 19-9-0 I 22-9-8 l 25-0-4 1 29-10-7 34-6-13 39-5-0 44-8-0 44-1-0 5-10-0 568 0--0 2-11-12 2-11-12 3-0-8 2-2-12 4-10-3 4-8-7 4-10-3 5-3-0 0--0 2-4-0 Plate Offsets(X,Y)-- 15:0-3-0,Edge),(11:0-6-0,Edge),113:0-7-15,Edge),)'18:0-3-0,0-1-8],123:0-1-12,0-0-0),125:0-10-0,0-5-0) 1 LOADING (psi) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.24 15-16 >994 240 ; MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 15-16 >942 180 BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(TL) 0.11 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:283 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, 11-14:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. Except: 4-26,24-29,19-30:2x4 SP No.3,13-17:2x4 SP SS 6-0-0 oc bracing:23-25 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-18,8-17 SLIDER Right 2x8 SP No.2 2-0-0 REACTIONS. All bearings 0-5-8 except(jt=length)25=0-3-8,13=0-3-8. (Ib)- Max Horz 28=-296(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except 28=-226(LC 25),25=-230(LC 25),18=-1294(LC 8),13=-1117(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 28=523(LC 1),25=1076(LC 13),18=2033(LC 18),13=1315(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-382/189,6-7=-501/285,7-8=-584/355,8-9=-1017/1046,9-10=-1018/1047, 10-11=-1577/1496,11-13=-1563/1403,2-28=-472/253 BOT CHORD 27-28=-220/307,26-27=-50/322,25-26=-106/338,23-25=-686/150,4-23=-380/34, ``0 1.I1.N11 1 /i, 22-23=-20/362,21-22=-176/554,20-21=-340/298,17-18=-282/248,16-17=1321/1578, ,�� • I/e • ed WEBS 326=-413203,6-2231107/308,6-230525/223,7-22=-302/231,7-21=318/172, .%`` r\... ENV C.�ie 8-21=-246/753,18-20=-1912/1260,8-20=-1867/1281,8-17=-1429/1671,9-17=-396/302, ;, •• \r\ S ' •,. ,0 10-17=-739/596,11-16=379/426,11-15=222/334,2-27=-57/274 No 68182 NOTES- * :* 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. =.9 II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever right exposed;end vertical left exposed;porch right exposed;Lumber , ; - e, DOL=1.60 plate grip DOL=1.60 . S • i' OF 4 O.. (V Z 3)Provide adequate drainage to prevent water ponding. 1. A\* A� . O V*-..".\� `• 4)All plates are 2x4 MT20 unless otherwise indicated. A 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. air SS+ •........• �•�• 6)will•This trussbetwhas be n desitomgned herd for a live otheradof 20.0 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 11,,�O N A; ��s, n s. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 226 lb uplift at joint 28,230 lb uplift at Joaquin Velez PE No.68182 joint 25,1294 lb uplift at joint 18 and 1117 lb uplift at joint 13. MiTek USA,Inc.FL Cert 6634 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Parke East Blvd.Tampa FL 33610 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)187 lb down and 215 lb up at Date: 39-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. February 2,2018 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Iticinn((��ppC��F SS'' tan r Rlati Vergl de ar�arameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII.7473 rev.10,D32015 BEFORE USE. mil Design valid for use only with Mitek®connectors.Ihls design Is based only upon parameters shown,and Is for an kldlvidual building component,not a truss system.Before use,the building designer must verify the appiicab1lity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web acrd/or chord members only. Additional temporary and permanent bracing M Mak. is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erectlan and bracing of trusses and truss systems,seeANSI/lPt I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available ham Trus Plate Institute,218 N.Lee Skeet-Suite.312,Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply 713131086• 14366T0 ,T06 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:28 2018 Page 2 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-H5xzcVNKIwaxjTEdTkt4g7GBF_gX6TVEQDVZnfzpB_j LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-7=-60,7-11=-60,11-14=-60,26-28=-20,24-25=-20,20-23=-20,19-31=-20 Concentrated Loads(lb) Vert:11=-106(B)16=36(B)15=-164(B)39=66(B)40=-66(8)41=-66(B)42=-66(B)44=66(B)45=-66(B)46=-66(B)47=-36(B)48=-36(B)49=-36(B)50=-36(B) 51=-36(B)52=-36(B) MEM0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an kndMduai building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly krcort x rate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Adertlonal temporary and permanent bracing MiTek" is always required for staWlty 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,seeANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Intormalion meltable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IJob ITruss Truss Type IOty Ply T13131087 14366T0 T07 Roof Special 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:30 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-EU3j 1 BOaHXgfymO?b9vYvYMUCoW RaNxXuX_grYzpB_h 14 5-10-0 12-7-8 17-9-0 22-9-8 25-0-4.� 31-2-10 ! 37-5-0 I 44-11-0 46-3� T1 -4-05-10-0 I 6-9-8 I 5-1-8 5-0-8 2-2-12 6-2-6 6-2-6 7-6-0 1-4-0 Scale=1:87.1 3x6= 7.00 ,2 5 35 4 6x8 i 6x6= 4x10= 6x6= 7x10 34 6 7 a 9 3 .,7,7. lij 38 39 * 40 4x5 i , 10 q 2 N � 1 33 5x6= I�,2 jo 18 20 16 15 14 13 4x10 II 4x5= 41 24 23 22 3x5 H 7x10= 4x5= 10x14 II 4x5= 13-9-8 1 5-10-0 11-4-8 11 17-9-0 22-9-8 125-0-4 31-2-10 37-5-0 I 44-8-0 "0410-05-100 5-6-8 0-1-0 3-11-8 5-0-8 2.2-12 6-2-6 6-2-6 7-3-0 03-0 2-4-0 Plate Offsets(X,Y)-- (5:0-3-0,Edgej,(9:0-6-0,Edge1,111:0-7-7,0-0-2),(19:0-1-12,0-0-0),(21:0-10-0,0-5-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.11 16 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.59 Vert(TL) -0.20 17-18 >827 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.94 Horz(TL) 0.08 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:271 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 4-22,20-25,16-26:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:19-21 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-5-8 except(jt=length)21=0-3-8,11=0-3-8. (Ib)- Max Horz 24=-296(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 24=-231(LC 12),21=-190(LC 12),15=-599(LC 12), 11=-589(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 24=540(LC 1),21=1012(LC 17),15=1484(LC 22), 11=856(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-404/215,6-7=-530/276,7-8=-575/760,8-9=-575/760,9-11=-860/824, 2-24=-487/320 BOT CHORD 23-24=-220/307,22-23=46/330,21-22=-112/370,19-21=-640/140,4-19=-385/47, 18-19=-52/406,13-14=-552/642,11-13=-546/639 ,111111 // WEBS 3-22=-472/213,6-19=-532/223,7-14=-782/885,8-14=-374/231,2-23=-57/2929,15-17=-1381/805,7-17=-1325/831, N• of aU'N If # ♦ c NOTES- ;♦ �..N.\G E NS '.*. .1= 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • No 681 82 II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 12-7-8,Exterior(2)12-7-8 *: * to 17-1-6,Interior(1)17-9-0 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for = : IL members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'a- 1 OW 3)Provide adequate drainage to prevent water ponding. $ '4 O F RC1 4)All plates are 2x4 MT20 unless otherwise indicated. 0.* (V +• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. lo AN. •I`�/ P • ♦• 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4i • A 1�.`. \ ♦♦ will fit between the bottom chord and any other members,with BCDL=10.Opsf. a• l• - 9 •.....•.•• \ �♦ 7)Provide 2mechanical 59lb nicupl ft aonoetti 5 and oth89 others) lb of uplift truss t to be1ring plate capable of withstanding 231 lb uplift at joint 24,190 lb uplift at 111/, O N A� 00 joiJoaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 f __ V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10,,08/2015 BEFORE USE. Design valid for use only with MITeka connectors.This design Is based only upon parameters shown-and Is for an individual building component,not . a truss system.Before use,the banding designer must verity the applicability of design parameters and properly Incorporate this design into the overall bribing design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with posstlle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSl/TPI I Quality Criteria,0S8-09 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 T13131088 14366T0 T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:32 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2I gJz W 6tm-AtAUStQrp84M C4XOiayo_zRrsbAT213q LrTnwQzpB_f 1-4 5-10-0 12-7-8 15-9-0 19-6-1 22-9-8 25-0-4 30-2-10 35-5-0 40-0-4 44-11-0 f6-3-0 ]1.4-40 5-10-0 I 6-9-8 l 3-1-8 3-9-1 1 3-3-7 1 2-2-12 1 5-2-6 5-2-6 1 4-7-4 I 4-10-12 I1.4-01 Scale=1:87.1 3x6= 7.005-1 5 36 4 g = 4x5x= 4x10= 6x6= 7x10 6 7 8 9 10 • 6x8! xjI1IP 1h 21 20 -- 234x5= 4x5= 18 17 16 15 4x10 11 27 26 25 7x10= 4x5= 4x5= 10x14 II 4x5= 13-9-8 5-10-0 114-8 li1 159-0 19.6.1 22-9-8 2S0d 30-2-10 3880 44-8-0 44-11-0 510-0 I 568 0--0 11.11-81 3-9-1 1 3-3-7 I2-2-12 I 526 I 52.6 I 9-3-0 0- 0 2-4-0 Plate Offsets(X,Y)— [5:0-3-0,Edge],110:0-6-0,Edge],[13:0-7-7,0-0-61,[22:0-1-12,0-0-0],[24:0-10-0,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 15-34 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.75 Vert(TL) -0.29 15-34 >811 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.09 17 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-25,23-28,18-29:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:22-24 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 8-17 REACTIONS. All bearings 0-5-8 except(jt=length)24=0-3-8,13=0-3-8. (lb)- Max Horz 27=-296(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 27=-222(LC 12),24=-214(LC 12),17=-579(LC 12), 13=-594(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 27=517(LC 1),24=1048(LC 17),17=1475(LC 22), 13=853(LC 22) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-377/194,6-7=-347/250,7-8=-367/279,8-9=-449/632,9-10=-449/632, 10-11=-681/786,11-13=-872/819,2-27=-466/304 BOT CHORD 26-27=-221/307,25-26=-46/315,24-25=-114/377,22-24=-668/178,4-22=-371/44, 20-21=-6/250,15-16=-457/550,13-15=-588/667 '�1111111 3-2 8/216, 9/186, WEBS 8-20=-137/542,728-12-6=-674/789,9-16=-31805/202,10-16=-255/193,10-15=-348/327, ,%%%01'•QUIN• VF4 I0', ,• �•.\,\GENS••. .• • NOTES • • g• 1)Unbalanced roof live loads have been considered for this design. N O 681 82 I. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. r. * * II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 12-7-8,Exterior(2)12-7-8 to 40-1-13,Interior(1)40-1-13 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for 1 members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �/ �: 3)Provide adequate drainage to prevent water ponding. O:• S I- ' F :4/Z 4)All plates are 2x4 MT20 unless otherwise indicated. 1 T•••." V"..'.'C .., 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i� c •• 0 R % •`• cl 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '•j t% • S. \ %% will fit tween the ttom chord and any other bers. 7)Provide echanicallccon connection(by others)of truss to bearing plate capable of withstanding 222 lb uplift at joint 27,214 lb uplift at ����; Job Truss Truss Type Oty Ply T13131089I 14366T0 T09 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:34 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6trn-6FI EtYR5LmL4ROhmq?_U40W B9PryW C07p9yu_JzpB_d 1 4I 5-10-12 11.6.0 13-9-8 19-6-1 22-9-8 25-0-4 29-2-10 33-5-0 39-0-4 44-11-0 116-31 f6 3-p 11-4-0 6-10-12 5-7-4 2-3-8 I 5-8-9 I 3-3-7 12.2-12 I 4-2-6 I 4-2-6 I 5-7-4 I 5-10-12 t1-4-0I Scale=1:82.4 3x6= 2x4 II 4x5= 7x10= 2x4 II 7x10 4 5 37 6 38 39 7 40 8 9 7.00 12 j i /�' 4x5 i 4x5 35 363 , 1041 E 4x5 i 5x6 ti 2 All1111116. I1 w� 19 :. 113 Id 43 2044 45= 18 17 16 15 14 26 25 2410x14 II 2x4 I 12x4= 7x10= 4x5= 2x4 1. 2x4 I I 4x5= 4x5= 2x4 II 2x4 113x5 I I 4x10 II 2x4 II 13-9-8 9-10-12 11-4-8 1158 19--6--1 zze 8 z5 w z9 2-to :2.so 39-0-4 4%1 "g-0I 5-1012 I 55-12 0i-02-4-0 I seg I 3:3:7I z-z-12 i 4-24 I 6 I 5-7-4 I 5-7 00 Plate Offsets(X,Y)— 15:04-0,0-24],19:0-6-0,Edgel,112:0-7-7,0-0-61,117:0-2-12,0-1-81,121:0-1-12,0-0-01,123:0-10-0,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.14 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.29 20-21 >579 180 BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:328 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-93 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 4-24,22-27,18-28:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:21-23 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-17 SLIDER Right 2x8 SP No.2 1-6-0 Web Brace:Length(member) 6-0-11 (9-16);8-3-4(6-21); REACTIONS. All bearings 0-5-8 except(jt=length)23=0-3-8,12=0-3-8. (lb)- Max Horz 26=278(LC 10) Max Uplift All uplift 100 lb or less at joint(s)23 except 26=-299(LC 12), 17=-611(LC 12),12=-607(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 26=480(LC 21),23=1228(LC 17),17=1457(LC 22),12=849(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-405/293,3-4=-191/316,4-5=-244/362,5-6=-199/330,6-7=-394/351,7-8=-416/539, 8-9=-416/539,9-10=-601/697,10-12=-875/876,2-26=-455/375 BOT CHORD 25-26=-201/288,24-25=-126/252,23-24=-106/370,21-23=-834/84,4-21=-469/99, 0111111/, 20-21=-33/271,15-16=-336/442, WEBS 73--2164==-463765//71848,, 86--2160== 643/2772,,97-121406-==15--32=4-623515/67901-,7 -20==3930?9 1-1512=-144-11=03-/63025/168/6773100, 591410360/87 0 71-519-=3-91312346/88 ��•% P•le U!N V •(F I, •I 6-21=428/32 •• '.\\G E NS. ... Edi NOTES- NO 68182 1)Unbalanced roof live loads have been considered for this design. r. *: * 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. : : II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interlor(1)3-1-0 to 11-6-0,Exterior(2)11-6-0 =.Q 1 �/ • to 39-9-4,Interior(1)39-9-4 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch fight exposed;C-C for • S •/4 O F :i, members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •O . 3)Provide adequate drainage to prevent water ponding. i A‘'•h` I P`; .,.• 4)All plates are 3x4 MT20 unless otherwise indicated. �i', • R 1 O.•' \ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1°1e j`.) ........• 14\7* b 6)will fitis trussbetwhas en the bnttersig hofor d and live load d of 20.Opsf on withebottom BCDL Oord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I,,,'�O NAL E��" 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23 except(jt=lb) Joaquin Velez PE No.68182 26=299,17=611,12=607. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. February 2,2018 -- 0 WARNING-Vilely design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi'eke connectors.ibis design Is based only upon parameters shown,and Is for an indivkival 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 bruldrng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadng the ftricattor storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I QuaNly Criteria,DS8-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Irsittute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , •Qty Ply 113131090 14366T0 T10 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:36 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-2e0_IETLtNboghr9x00y9pcWOCZp_7iQGSR?3BzpB_b 11-a-o 5-10-0 13-5-0 19-6-1 I 22-9-8 I25-0-41 31-so i 38-0-4 I 44-11-0 46-3-0 1-4-0 5-10-0 7-8-0 6-0-1 3-3-7 2-2-12 6-4-12 6-7-4 6-10-12 1-4-0 Scale=1:83.8 7x10 2x4 H 7x10= 7.00 112 6x6 II 2x4 5 635 36 37 7 8 !r1 a s 4 7 6x8 i6x8 3 9 m 3 °? o L%` c 4x5 i ‹,-- 10 O1 10 2 AB 0t �.. I�r,_ 18 WI J ' ' T556 r I�12 to et ' 40 20 41 1614 13 4x10 4x10= _ 24 23 2210x96 M18SHS 2x4 7x10= 2x4 H 2x4 II 4x5= 2x4 H 3x5 H 4x5= 2x4 I I 2x4 H 2x4 11 13-9-8 I 5-10-0 11-4-8 11.-8 I 19.8-1 I 22-9 8 25.04 31-5-0 I 38-0-4 I 44-8-0 44 -�11-0 5-10-0 5-6-8 040 2-4-0 5-8-9 3-3-7 2-2-12 6-4-12 6-7-4 6-7-12 o-ble Plate Offsets(X,Y)-- (11:0-7-7,0-0-61,114:0-4-12,Edge1,119:0-1-12,0-0-01,121:0-10-0,0-5-01 LOADING (psi) ! SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.16 18-19 >999 240 MT20 244/190 TCDL 10.0 : Lumber DOL 1.25 BC 0.66 Vert(TL) -0.34 18-19 >493 180 M18SHS 244/190 BCLL 0.0 * I Rep Stress Incr YES 1 WB 0.79 Horz(TL) 0.06 15 n/a n/0- BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:346 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-22,20-25,16-26:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 19-21 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 SLIDER Right 2x8 SP No.2 1-6-0 Web Brace:Length(member) 8-2-8(7-14);6-3-8(8-14);5-10-5 (9-14);5-10-7(5-19); REACTIONS. All bearings 0-5-8 except(jt=length)21=0-3-8,11=0-3-8. (Ib)- Max Horz 24=-312(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 24=-301(LC 12),21=-104(LC 12),15=-587(LC 12),11=-617(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 24=474(LC 21),21=1409(LC 17),15=1516(LC 24),11=840(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-408/283,3-4=-194/370,4-5=-277/412,5-6=-388/351,6-7=-388/351,7-8=-523/608, 8-9=-559/627,9-11=-859/869,2-24=-458/374 BOT CHORD 23-24=-236/319,22-23=-118/254,21-22=-96/373,19-21=-948/93,4-19=-290/210, 0 • ,11111H./1, WEBS 7- 7=-43685267-14=602/71359-84=-512/468,5 19=589015-17=-1362/836, %sNN Oi'"QU E NV•��F •, • . NOTES ;� . \, S'F•. i= • 1)Unbalanced roof live loads have been considered for this design. N O 68182 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. * * II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 13-6-0,Exterior(2)13-6-0 to 37-11-6,Interior(1)37-11-6 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for :-0; deb members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 S 'I OF : 3)Provide adequate drainage to prevent water ponding. .O.. I (v 4)All plates are MT20 plates unless otherwise indicated. i s •� , V-.... .� 5)All plates are 3x4 MT20 unless otherwise indicated. °j • R ‘C)..._,* 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • S• S � �•�% 7)will•This truss has between the been desitomgned Nord for ad liveany otherako20.0psf on members,withebottom BCDL 10.rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide II/ /ON A� ��s� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint 24,104 lb uplift at Joaquin Velez PE No.68182 joint 21,587 lb uplift at joint 15 and 617 lb uplift at joint 11. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 4 $ 1 -- 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMICREFERANCE PAGE Ma-7473 rev.1003)2015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addtkrnal temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems seeANSI/1911 Cua ty Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East BHd. Soley Infomatton avalatrle from Truss Plate institute.,218 N.Lee Street.Suite 312-Alexandria VA 22314. I Tampa,FL 33610 i Job 1Truss Truss Type Qty Ply T13131091 14366T0 T11 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:38 2018 Page 1 1 q 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-?1XljwUbP_rWv'??Y3r3QEEEhhv10F7S_ijmw574zpB_Z III 5-10-0 I 7-11-8 1-6-1 4-1-1296I3-8 122-0-4 12 i -6-71 -11-0 1 776-6 I-1-2 474-914 7 4-0 7x10 2x4 I I 4x10= Scale-1:98.0 6x6 // 7.00 12 39 5 6 35 37 738 8 4x5 i i :. .:.*e 4 m r 6x8 i 35 lis \ ® 6x8 9 w 3 ® B� N a °D 0 4x5 i 34 ®I, ■ 41 576 J1- a , . r- • - -� - 21 19 42 18 4316 .15 14 13 4x10 II 12 0 25 24 23 2x4 1 4x10 = 2x4= 44 7x10= 2x4 1 45 2x4 H 4x5= 4x5 = 4x5= 2x4 11 4x5= 2x4 1 2x4 II 4x5= 3x5 H 13-9-8 5-10-0 11-4-8 11 115-4- 19-6-1 22-9-8 25-0-4 29-6-11 37-1-2 44-&0 44-1111-0 1 5-10-0 5-6-8 0.-0 i-6-1 4-1-12 3-3-7 1 2-2-12 I 4-6-7 I 7-6-6 I 7-6-14 0.3-0 2-44 Plate Offsets(X,Y)-- [2:0-1-12,0-2-01,[5:0-6-0,Edge1,111:0-7-7,0-0-21,[14:0-4-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.18 13-14 >999 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.60 Vert(TL) -0.27 13-14 >898 180 BCLL 0.0 * Rep Stress incr YES WB 1.00 Horz(TL) 0.06 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:374 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-8. 4-23,21-26,16-27:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3'Except' 6-0-0 oc bracing:20-22 2-25:2x6 SP No.2 WEBS 1 Row at midpt 6-18,7-15 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-8-8(5-19);7-4-8(8-14);6-11-3 SLIDER Right 2x8 SP No.2 1-6-0 (9-14);8-2-13(7-14); REACTIONS. All bearings 0-5-8 except(jt=length)22=0-3-8,11=0-3-8. (lb)- Max Horz 25=344(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 25=-296(LC 12),22=-144(LC 12),15=-539(LC 12),11=-634(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 25=499(LC 21),22=1204(LC 17),15=1577(LC 2),11=844(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-430/269,3-4=-225/298,4-5=-426/375,5-6=-412/374,6-7=-412/374,7-8=-492/553, 8-9=-520/559,9-11=-876/878,2-25=-481/369 111111111//� BOT CHORD 24-25=-263/355,23-24=-97/285,22-23=-85/360,20-22=-801/141,4-20=-763/155, `111 /,i 13-14=-604 649, 650 WEBS 3-23=-455 /8,6-1181 314 21/8,15-17=-1392/830,7-17=-1346/852,4-19=0/378, •%``,'S0. E N' • c 0i I 7-18=-153/458,9-14=-624/583,9-13=-247/289,7-14=-606/720,2-24=-127/281 ; • \,\ SSC`•••• I� i NOTES- No 68182 1)Unbalanced roof live loads have been considered for this design. *: *• - 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25it;B=45ft;L=45ft;eave=5ft;Cat. : : S II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-010 15-4-5,Exterior(2)15-4-5 -0. ��I/ j :X to 35-10-15,Interior(1)35-10-15 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for . ,. 4 4 I� members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 O•'• , t�F 'b 3)Provide adequate drainage to prevent water ponding. i,T' •x` Q' : `� 4)All plates are 3x4 MT20 unless otherwise indicated. 0, 41 A I'•`•'•r\ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0, ) r •."••"•• \v•%• •6)•will This truss has between the been desitomgned hoard for a liveanotherado20.0psf on members,withebottom BCDL 10.rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide lt,•'O N Al. Ise, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 296 lb uplift at joint 25,144 lb uplift at Joaquin Velez PE No.68182 joint 22,539 lb uplift at joint 15 and 634 lb uplift at joint 11. MiTek USA.Inc.FL Ceti 6634 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 I 0 WARNMVG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.19,0372015 BEFORE USE. mll Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IrrdMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Guilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdely Information available from hiss Plate Institute,218 N.Lee Sheet,Suite.312,Alexandria,VA 22314. Tampa.FL 33610 1 Job j Truss I Truss Type 1 •,Qty I Ply T13131092 14366T0 T12 Piggyback Base I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:40 2018 Page 1 I D:dnLxGl myC66R2ONeZr2IgJzW 6tm-xPfV7cW swc5E9J8wAG5uJfmElquhwu 1?B4PCCzzpB_X 71-4-Q 5-10-0 11-4-8 15-4-5 22-5-8 I 29-6-11 37-1-2 44-11-0 46-3-9 1-4-0 5-10-0 5-6-8 3-11-13 7-1-3 7-1-3 7-6-6 7-9-14 I-4-0 Scale=1:83.6 6x6 1\ 4x5= 7x10 7.00 Fir 5w GO MI 2930 382 MI 7 r• 4x5 i Te \ '4 6x8 i 28 m m 6x8 B 3 ® a `rzz, d 27 m m 34 5x6 4x5 i \ ' , , 9 2 14,.• 1 NII I a [a 15 13 12 4x10 II 14 20 19 184x561 4x10= 35 8x10_37 6x6= 2x4 I! 38 2x4 ! 4x5= 4x5= — 5-10-0 11-4-8 1115-815-4-5 i 25-0-4 29-6-11 37-1-2 44-8-0 4411-05-10-0 5-6-8 0-1-0 3-10-13 9-7-15 4-6-7 I 7-6-6 7-6-14 0-3-0 Plate Offsets(X,Y)-- [2:0-1-12,0-2-0),)7:0-6-0,Edge),[10:0-7-7,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.73 Vert(LL) -0.27 14-15 >592 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 1 Vert(TL) -0.54 14-15 >300 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.02 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:352 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-7. 4-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-14 2-20:2x6 SP No.2 Web Brace:Length(member) 6-0-12(4-15);7-4-8(5-15);7-8-10 OTHERS 2x4 SP No.3 (6-14);7-4-8(7-13);6-11-3(8-13); SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-5-8 except(jt=length)10=0-3-8,16=0-3-8. (Ib)- Max Horz 20=-344(LC 10) Max Uplift All uplift 100 lb or less at joint(s)16 except 20=-255(LC 12), 14=-825(LC 12),10=-511(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 20=636(LC 21),14=1935(LC 2),10=698(LC 22),16=712(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-547/217,3-4=-366/231,4-5=-382/232,5-6=-352/239,6-7=-34/419,7-8=-278/289, 8-10=-669/630,2-20=-590/322 ‘t11111111/11 BOT CHORD 19-20=-262/357,18-19=-59/484,17-18=-95/335,4-17=-401/8,14-15=-283/331, `��� I,� 12 479,10 480 WEBS 3-18=-419/175,6-15=-220/516,/ 6-14=901/499,7-14=-924/809,7-13=-613/448, •NNN`S0• iU.EN.NV•' 'ice 8-13=-658/620,8-12=-268/310,2-19=-46/399 , • �% s�C`•••• to i NOTES- NO 68182 1)Unbalanced roof live loads have been considered for this design. r. * * Z 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. : II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 15-4-5,Exterior(2)15-4-5 =—0 .. OA. : to 35-10-15,Interior(1)35-10-15 to 46-3-14 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C forT. • S �E t OF members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 1.0.*••�`� ' P • ._�� 4)All plates are 3x4 MT20 unless otherwise indicated. � ♦ R \�•`••• \ �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,I�')9 •••••••••• ` 0% 6)I fThis it between the been desitomgned Nord for a live any otherload o20.0psf on members,with BCDL bottom 10 Opsf-all areas where a rectangle 3-6-0 tall by 2-0-0 wide it/�.O N A� ���� 0. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) Joaquin Velez PE No.68182 20=255,14=825,10=511. MITek USA,Inc.FL Cert 6634 8)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10M32015 BEFORE USE. Design valid for use only with MiTekm connectors.This design Is based only upon parameters shown-and is for an individual[wilding component,not a truss system.Before use,the building designer must verify the applicat Ailly of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling 01 individual truss web and/or chord members only. Additional l temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadlrng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,OSB-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 113131093 14366T0 T13 Piggyback Base I5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:42 2018 Page 1 I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-tonGYHX6SDLyOclJI g7M04rbldbtOrPl eOuJ HrzpB_V ]1-4-9 7-9-14 15-4-5 � 18-8-7 i 24-1-9 i 29-6-11 { 37-1-2 44-11-0 46-3-q 1-4-0 7-914 7-6-6 3-4-3 5-5-2 5-5-2 7-6-6 7-9-14 '1-4-0 Scale=1:83.6 6x8 2x4 H 4x5= 7x10 7.00 FT 4 5 26 27 6 289 7 6n i., w va e 6x8-i 251 / 30 6x8 c. 3 8 a d 24 4x6 iN31 5x8 2 9 1� 4111 10I 1cij •• 14 13 12 4x1.0 II 19 18 32 17 164 33 4x5= 6x6= 2x4 it 34 35 3x5 I 6x6= 4x5= 4x5= 7-9-14 15-4-5 18-8-718-9-7 24-1-9 29-6-11 37-1-2 44-11-0 7-9-14 I 7-6-6 i 3-4-3 0- -0 5-4-2 5-5-2 ' 7-6-6 7-9-14 i Plate Offsets(X,Y)-- ]2:0-2-4,0-2-0],F4:0-2-12,0-2-0],(7:0-6-0,Edge],(10:0-7-7,0-0-2),F15:0-3-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.26 12-13 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.71 Horz(TL) -0.04 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:316 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. 5-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:16-17. 2-19:2x6 SP No.2 1 Row at midpt 5-15 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 3-17,4-16,6-15,7-14,8-13 REACTIONS. (lb/size) 19=715/0-5-8,15=1985/0-3-8,10=1057/0-5-8 Max Horz 19=-344(LC 10) Max Uplift 19=-338(LC 12),15=-364(LC 12),10=-394(LC 12) Max Gray 19=744(LC 21),15=2111(LC 17),10=1146(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-715/360,3-4=-373/357,4-5=-168/342,5-6.162/339,6-7=-566/471,7-8=-903/509, 8-10=-1436/540,2-19=-711/413 BOT CHORD 18-19=-250/405,17-18=-161/590,15-16=-142/887,5-15=-288/183,14-15=-27/343, 13-14=-78/608,12-13=-318/1128,10-12=-317/1131 WEBS 3-18=0/276,3-17=-666/281,4-17=-133/601,4-16=-952/168,6-15=-1154/269, 011111111/11 2-18=-81/391,7-14=-589/115,7-13=-110/574,8-13=-697/295,8-12=0/286, ♦,`�OPQU I N V&��,'' • NOTES- ;♦ ,••\,NG•E NS+ •.'• °• 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. No 681 82 ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 15-4-5,Exterior(2)15-4-5 .: * * to 35-10-15,Interior(1)35-10-15 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 j�. 3)Provide adequate drainage to prevent water ponding. .. _6�,� :•41 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O'• r F 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i0 4t,e.• / t"...., ♦♦ will fit between the bottom chord and any other members,with BCDL=10.0psf. ', • R k�.•'` ♦♦ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �'e ss • ••'....'•• ` • 7)Graphical purloin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. II/ /0/N i 1 �&�� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10i83/2015 BEFORE USE mg Design valid for use only with Weir®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 tx kiting design. tracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addlkxnal temporary and permanent bracing Mil's!** is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gridance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSt/lPil Quality Criteria,DS8-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa.FL 33610 4 . Job Truss Truss Type Qty Ply T13131094 14366T0 T14 Piggyback Base 11 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:43 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-L_LemdYkDXToOmtVrOebx10kH1xE7L3St2espHzpB_U 71-4-q 7-9-14 15-4-5 18-8-7 24-4-7 I 29-6-11 131-5-8138-0-8 44-11-0 46 3Q Y-4-0 7-9-14 7-6$ 34-3 5.8-0 5-2-4 -10-1 6-7-0 I 6-10-8 tl-4-0 6x10% Scale=1:91.6 700 12 4x5= 2x4 I I 7x6 4 5 31 32346 33 7 2x4 II 6x8* 30 1 I)*8 6x8 3 .• ..x1 m ' d 4x6*//•••,/e29 5x6 2 10 1�. If cria _q; Q 1,L 12 li m18 t6 38 39 14 13 4x10 II 23 22 37 21 20 2x4 II 4x10= 3x4 II 4x5= 3x5 II 6x6= 4x5= 4x5= 7x10= 4x5= 2x4 II 4x5= 21-1-8 i 7-9-14 15-4-5 8-8-7 18-p-7 24-4-7 29-6-11 31-5-8 38-0-8 44-11-0 7-9-14 1 7-6-6 1 3-4-3 0-1-0 I 3-3-0 1 5-2-4 4.10.131 6 -7-0 I 6-10-8 1 2-4-0 Plate Offsets(X,Y)-- [2:0-2-4,0-2-01,[4:0-4-1,Edge),[11:0-7-7,0-0-2],[15:0-3-4,0-2-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.32 15-16 >981 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.56 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:335 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-20,18-24,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:16-17,13-14 2-23:2x6 SP No.2 9-8-12 oc bracing:11-13. SLIDER Right 2x8 SP No.2 1-6-0 1 Row at midpt 5-17,8-15 6-0-0 oc bracing:17-19 WEBS 1 Row at midpt 3-21,4-20,6-16,7-16 REACTIONS. (lb/size) 23=754/0-5-8,19=1969/0-3-8,11=1086/0-5-8 Max Horz 23=-344(LC 10) Max Uplift 23=-377(LC 12),19=-275(LC 12),11=-419(LC 12) Max Gray 23=769(LC 21),19=1989(LC 17),11=1129(LC 18) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-775/416,3-4=-444/423,4-5=-243/413,5-6=-675/537,6-7=-675/537, 7-8=-1239/730,8-9=-1145/592,9-11=-1429/581,2-23=-745/457 BOT CHORD 22-23=-250/405,21-22=-210/644,19-20=-100/843,17-19=-1231/371,5-17=-1176/387, 15-16=-130/659,8-15=-383/277,11-13=-360/1128 %%"1111/iii 3-22=0/274,3-21=-654/270, 0/587, 1116, WEBS 9-15=-446/174,2-22=-131/465,6-16=--364/250,5-16=-239/1072,7-16===-4456/71, `�0% al.) N t/ - IIS 7-15=-358/879 %.% ,0•• G•E•NS'�Fc•�j%' NOTES- 1)Unbalanced roof live loads have been considered for this design. N"0..6.A.8.1 8 22)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. * : •; *II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 15-4-5,Exterior(2)15-4-5to 35-10-15,Interior(1)35-10-15 to 46-3-14 zone;end vertical lett exposed;C-C for members and forces 8 MWFRS for reactions — r/shown;Lumber DOL=1.60 plate grip DOL=1.60 4 .3)Provide adequate drainage to prevent water ponding. O'•. SV O F4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'N ••.L` P.•••'5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� '• •• ��`��will fit between the bottom chord and any other members,with BCDL=10.Opsf. l°,lS • • 6)Provide r23de mechanicale75, connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '1,S�0 N A' •• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 4 tut 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7.773 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is txlsed only upon parameters shown,and Is for en 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 Indtvklud truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collcpse with possble personal Wry and properly damage. For general guidance regadtlg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1ptl Curly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avciiat>fe from Trus Plate Institute,218 N.Lee Street Stile 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type r •Qty Ply T13131095, 14366T0 T15 Hip 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:45 2018 Page 1 Q I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-I NTOBJa_I8j W F41 uzph3ojT6jre?b94ckKM7ztAzpB_S 11-4-0 7-9-14 17-6-6 6-3-2 26-3-28 i -6-7 11-8-4� 311-12 I -1-0 56-8 5-10-0I 44-11-0 Y64-0 Scale=1:83.6 7x10 2x4 11 4x5= 3x6= 7.0012 4 5 28 29 6 7 IA • 4x5 Q 6x8�i 8 27 30 3 E 6x8 • .. g m 26 31 5x6 4x6 i ` 10 16 16 ` o C 1�' 4x5— 5x12 19 C y _— ZV� , ,_ 12 N (: _. 14 13 4x10 11 a3 34 21 20 32 19 18 17 2x4 H 4x5= 3x5 1 4x5= 6x6= 4x10= 3x5 H 7-9-14I 15-4-5 I 21-7-6 27-9-0 27-10-8 33-6-7 I 39-1-0 I 44-11-0 7-9-14 7-6-6 6-3-2 6-1-10 0-1-8 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- [2:0-2-4,0-2-0],[4:0-6-0,Edge1,[7:0-4-0,0-2-4],[11:0-7-7,0-0-2],[15:0-6-0,0-4-01,[21:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.21 20-21 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.07 11 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:314 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. 6-17,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3"Except" 6-0-0 oc bracing:17-18 2-21:2x6 SP No.2 4-0-6 oc bracing:16-17. SLIDER Right 2x8 SP No.2 1-6-0 1 Row at midpt 6-16 WEBS 1 Row at midpt 3-19,4-18,5-18 REACTIONS. (lb/size) 21=1191/0-5-8, 17=1806/0-2-15,11=760/0-5-8 Max Horz 21=344(LC 10) Max Uplift 21=439(LC 12),17=-296(LC 12),11=-361(LC 12) Max Gray 21=1225(LC 17),17=1860(LC 17),11=792(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1345/541,3-4=-1015/568,4-5=-739/544,5-6=-739/544,6-7=-346/389, 7-8=-372/395,8-9=-914/497,9-11=-987/446,2-21=-1159/549 BOT CHORD 20-21=-244/412,19-20=-316/1261,18-19=-127/874,16-17=-1752/450,6-16=-1345/316, 15-16=-176/558,8-15=-81/496,11-13=-254/747 WEBS 3-19=-554/247,4-19=-92/564,4-18=-558/53,5-18=-396/274,6-18=-276/1160, �.%1111111/g' NOTES- 8-16=-792/295,13-15=-272/799,2-20=-242/965 ��```,�PCG E NV��' �, 1)Unbalanced roof live loads have been considered for this design. � .• •,� SSC'''•• °e 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. •• i II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 15-4-5,Exterior(2)15-4-5 :: .• No 681 82 to 35-10-15,Interior(1)35-10-15 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions .r. * * shown;Lumber DOL=1.60 plate grip DOL=1.60 it, 3)Provide adequate drainage to prevent water ponding. -o; /+ l - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��- 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide f-%•. 'r I F will fit between the bottom chord and any other members,with BCDL=10.Opsf. i T'•. Q' • .▪ .6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. moi. 0 R \�.•'� •\ •% 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=1b) � s ••"•• • •� 8)Graph21=43ical purl96representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,O N tilt"1.110 � ��` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0•7473 rev.10/03/5015 BEFORE USE. Design valid for use only with MiTek®connectors.This design 6 based only upon parameters shown,and is for an individual[wilding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Racing Indicated is to prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing , MiUek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI I Qualify 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 • Oty Ply T13131096 14366T0 T16 Piggyback Base 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:47 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Ela9c?bF HIzEVOBG4EjX58ZVneGd3351 ogc4y3zpB_O ,1.4-0 5-3-6 15-4-5 I 23-0-15 27-10-8 ?9-6-1? 39-1-0 i 44-11-0 46-3-9 4-0 5-3-6 10-0-14 7-8-10 4-9-9 1-8-4 9-6-4 5-10-0 4- Scale-1:89.6 6x8 2x4 II 4x5= 4x5= 3x6= 7.00 12 5 6 W 33 7 55 435 8 9 LC 513 :A yW4x52x4 II10 4 I 36 6x8 O32aa 6x811 °D3,�` o 31 � ��• 37 5x6 4x5 2 r 18 1 .�12 q 1 2 2g 4x5= 5x12— �:: I a • N 38 39 I- 5x12— 7x10= IP 7 16 15 4x10 I I 26 25 24 21 20 40 19 2x4 II 4x5= 3x5 II 4x10= 2x4 Il 2x4 I; 4x10= 3x5 II 5-3-6 10-3-5 18-3-6 23-0-15 27-9-0 27-10-8 33-6-7 39-1-0 44-11-0 5-3-6 - 4-11-14 8-0-1 4-9-9 4-8-1 0-1-8 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- [5:0-3-12,0-2-0],[9:0-4-0,0-2-41,113:0-7-7,0-0-21,[17:0-6-0,0-4-01,119:0-2-12,0-1-8],[22:0-3-8,0-3-4],[23:0-4-0,0-2-0],[26:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.23 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.56 22-23 >596 180 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.94 Horz(TL) 0.10 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:347 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals,and 2-0-0 oc puffins(5-10-9 max.):5-9. 4-24,6-21,8-19,10-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-2 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-22,8-18 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 5-22,7-20 REACTIONS. (lb/size) 26=1186/0-5-8,19=1818/0-2-15,13=755/0-5-8 Max Horz 26=342(LC 10) Max Uplift 26=-437(LC 12),19=-294(LC 12),13=-363(LC 12) Max Gray 26=1187(LC 21),19=1818(LC 1),13=786(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1207/499,3-4=-1762/733,4-5=-1836/903,5-6=-980/602,6-7=-977/604, 7-8=-656/526,8-9=-334/393,9-10=-361/402,10-11=-901/502,11-13=-978/451, 2-26=-1138/532 BOT CHORD 25-26=-267/348,4-23=-405/286,22-23=-176/1046,6-22=-250/157,18-19=-1780/445, 8-18=-1325/303,17-18=-181/547,10-17=-80/492,13-15=-256/739 WEBS 3-25=-807/308,23-25=-335/1341,3-23=-91/500,5-23=-404/1103,5-22=-278/79, ,,j11111Iii' 15-17=-274178972 P5=1298/354,7-22=-165/1029,8-20=-294/1088,10-18=-793/299, `,‘0%QUIN v ,,,, NOTES- ;�% ,.••\,\G n/S'�•.. •.i 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • No 681 82 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(])3-1-0 to 15-4-5,Exterior(2)15-4-5 r„, *: * to 35-10-15,Interior(])35-10-15 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions = 0.f/ � shown;Lumber DOL=1.60 plate grip DOL=1.60 =. • 1� : li 3)Provide adequate drainage to prevent water ponding. ":5).' S ;,•• I OF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10 o 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • T'•••(` v-,..* z will fit between the bottom chord and any other members,with BCDL=10.0psf. � 0 R %O..-` ,\ �� 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. ee ss •"••'•'' t %• 7)Provide 26=4de,r19=294, al1connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) till;;/0 N Al- ���� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Dec February 2,2018 • t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekdk connectors.This design Is based only upon parameters shown,and is for m individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary crud permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance rewiring the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormaaon avcitable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type r •Qty Ply T13131097 14366T0 T17 Hip I1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:48 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-iy8XpLct23557XmTexEmeL5ea2dSoZRB 1 KLdU VzpB_P � 1-4-Q 4-8-8 9-4-4 14-0-0 20-11-4 i 27-10-8 130-11-0 39-1-0 I 44-11-0 46-3-9 4- 4-8-8 4-7-12 4-7-12 6-11-4 6-11-4 3-0-8 ' 8-2-0 5-10-0 4- Scale=1:83.8 6x6= 4x5= 6x6= 7x6= 7.00 12 5 629 30 31 32 7 8 2x4 I I 4x5 i 9 le 4 ;I:13 ail g 33 6x8-�a ® •,10 8 O O 4x5 i 5x6 7: 11 2 17 18 y o 1 39 40 n: v 19 13 [cv T 4x5= 5x12= . 15 14 4x10 II 22 21 35 36 37 38 20 19 18 2x4 II 4x5= 3x5 I I 4x10= 7x10= 4x5= 3x5 Il 4-8-8 14-0-020-11-4 27-9-0 27- 0-8 33-6-7 I 39-1-0 44-11-0 4-8-8 9-3-8 6-11-4 6-9-12 0-Y-8 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- [12:0-7-7,0-0-2],[16:0-3-0,0-2-0],[18:Edge,0-3-8],[22:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.48 20-21 >687 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) 0.03 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:339 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 7-18,9-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-17 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-3(4-20);7-5-4(6-19); SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 22=1182/0-5-8,18=1829/0-2-15,12=748/0-5-8 Max Horz 22=-317(LC 10) Max Uplift 22=-426(LC 12),18=-323(LC 12),12=-345(LC 12) Max Gray 22=1232(LC 17),18=1965(LC 17),12=786(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1285/467,3-4=-1315/590,4-5=-1052/583,5-6=-939/556,6-7=-774/541, 7-8=-317/377,8-9=-930/577,9-10=-835/458,10-12=-950/423,2-22=-1233/514 BOT CHORD 21-22=-254/300,20-21=-276/1137,19-20=-143/691,17-18=-1827/481,7-17=-1291/452, 9-16=-310/229,12-14=-239/718 WEBS 3-21=-351/208,4-20=-401/233,5-20=-94/272,6-20=-24/448,6-19=-746/298, ,'1111111/1' 7-12-219=-284/1085 8-17=-569/103,8-16=-325/832,14-16=-252/760,10-16=-251/113, ♦,,,OQUIN 1/ .//lie • NOTES- ,� ,••\.,\G E N1/49..• c"\' :• 1)Unbalanced roof live loads have been considered for this design. • i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. 4 1 NO 681 82 II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 14-0-0,Exterior(2)14-0-0 * • *• i. to 37-3-4,Interior(1)37-3-4 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • , f 3)Provide adequate drainage to prevent water ponding. :.- -.:.-31,1•0,11:/:•• / '� F 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i . •• p. • _�• 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� Fi 1..x".. ••• ♦♦ will fit between the bottom chord and any other members,with BCDL=10.Opsf. , S ��••♦ 7)Provide mechanical connection of truss to late )18. 8 Provide mechanical connection(by( y )of truss to g plate capable pable of withstanding100 lb uplift at joint(s)except t=Ib / Al ���� others) bearingP aP P P U— ) 22=426,18=323,12=345. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 r Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERABLE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tilt Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an kncdivkival building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek Is always required for stability and to prevent coli se with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlabie from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r r Qty Ply I 1 T131310981 1 14366TO T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:50 2018 Page 1 I D:dnLxGlmyC66R2ONeZr21 gJzW 6tm-eKGH EOe7agMpMrvrmMGEjmBxFsGgGTITUegkZNzpB_N 30-8-9 -11-4-9 4-8-8 1 12-0-0 I 19-11-4 I 27-10-8 28r3-1 I 39-1-0 44-11-0 46.3-p 4-d 4-8-8 7-3-8 7-11-4 7-11-4 04-9 8-4-7 5-10-0 -4- 2-5.8 Scale=1:102.1 6x8= 3x4= 3x4= 3x4= 6x6= 3x4= 5x6= 7x6= 3x6= 3x4= 8 2x4 II 7.00 i 4 5 6 /::` 9 29 30 31 7 2x4 I 28 6x8\\ `. 10 3 Y 752741127335x6bab 11d 17 38 31�a vet` ISr13 IN; 14x5=5x12= is 14 4x10 II34 3 36 22 21 'p 19 37 18 2x4 II 4x5= 3x5 I i 4x10= 6x6 4x5= 4x5 II I 4-8-8 I 13-6-8 19-11-4 I 27-9-0 27-10-8 33-6-7 1 39-1-0 44-11-0 4-8-8 8-10-0 6-4-12 7-9-12 0-1-8 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- (12:0-7-7,0-0-21,[16:0-3-0,0-2-0],118:Edge,0-3-81,(22:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.21 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 20-21 >720 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 18 n/a rt/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:314 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 6-18,9-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-3-4(5-19); OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (Ib/sIze) 22=1187/0-5-8,18=1815/0-2-15,12=757/0-5-8 Max Horz 22=-323(LC 10) Max Uplift 22=-410(LC 12),18=-364(LC 12),12=320(LC 12) Max Gray 22=1237(LC 17),18=1953(LC 17),12=786(LC 18) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1304/457,3-4=-1404/655,4-5=-960/524,5-6=-841/523,6-7=-292/322, 7-8=-381/415,8-9=-920/497,9-10=-813/386,10-12=-936/380,2-22=-1234/499 BOT CHORD 21-22=-258/290,20-21=-188/1068,19-20=-189/885,17-18=-1792/504,6-17=-1225/613, 9-16=-330/226,12-14=-189/711 WEBS 3-21=-520/325,4-21=-172/424,5-20=-18/319,5-19=-695/293,6-19=-296/1284, 1011111,, 8-17=-545/0,8-16=-311/860,14-16=-200/753,10-16=-255/135,2-21=-307/1141 ,,,���PQV 1 N V • Elie,, NOTES- ♦ .. '....... F • 1)Unbalanced roof live loads have been considered for this design. ,�* ,••.\,‘G E s+�.•• �•• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. • II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interlor(1)3-1-0 to 12-0-0,Exterior(2)12-0-0 • No 681 82 to 16-5-14,Interlor(1)28-3-1 to 46-3-14 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for *: * reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • i . 3)Provide adequate drainage to prevent water ponding. 410-4'i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I� •• iF z 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I.�0; S (V will fit between the bottom chord and any other members,with BCDL=10.0psf. i 4`•.(`, / I.••. . 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. �i.,� .• • A %�.• c3' 7)Provide mechanicalehconnection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) •• %9/ GC" AL G\' 8i 2IIIA'" Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 I 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use-the building designer must verify the appllcabllty 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 ordy. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IDI I Qually CrIteda,D58-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informal on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa.FL 33610 r I Job Truss Truss Type Qty Ply 1 T13131099' 14366T0 1T19 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:52 2018 Page 1 QI D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-ajO2fifN6IcXb93EtnJioBGKpf_rkL4W my,JrdGzpB_L 44-11-0 LI-4-0 4-8-8 5-3-8 I 13-6-8 1 20-8-82-0 5-6-9 4-5-8 8-4-7 5-10-0 'I-4-0 Scale=1:87.1 6x6= 2x4 I 9 7x6= 3 _ 2x4 I I 2x4 II 7x10= 10 34 4 5 6 �.. 7.00 12 � 8 � 2x4 II 31 'v`:\ 33 7 6x8-� 29 11 3 I 41 4x5 28 35 5x6 r. 12 r 1 18 1d d 40 41 cR v� I414 N 4x5= 5x12= r: 16 15 4x10 II 23 22 36 37 21 38 20 39 19 2x4 II 4x5= 3x5 II 4x10= 7x10= 2x4 II 5x6= 4-8-8i 13-6-8 1 20-8-8 i 27-9-0 27-�0-8 33-6-7 1 39-1-0 44-11-0 ' 4-8-8 8-10-0 7-2-0 7-0-8 0-Y-8 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)-- [13:0-7-7,0-0-2],[17:0-3-0,0-2-0],[19:0-3-0,0-2-12],[23:0-2-12,0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 21-22 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.45 21-22 >743 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.06 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:306 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 8-19,10-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-19 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Right 2x8 SP No.2 1-6-0 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 23=1184/0-5-8,13=751/0-5-8,19=1825/0-2-15 Max Horz 23=323(LC 10) Max Uplift 23=-397(LC 12),13=-300(LC 12),19=-397(LC 12) Max Gray 23=1220(LC 17),13=769(LC 18),19=1921(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1272/440,3-4=-1325/597,4-5=-1106/545,5-6=-1104/543,6-7=-225/254, 8-9=-356/389,9-10=-870/449,10-11=-759/334,11-13=-900/346,2-23=-1218/494 BOT CHORD 22-23=-259/303,21-22=-222/1107,20-21=-213/924,19-20=-213/924,18-19=-912/269, 8-18=-452/404,10-17=-338/234,13-15=-161/686 WEBS 3-22=-405/263,4-22=-107/298,4-21=-130/426,5-21=-358/223,6-21=-66/437, 0111111// 6-20=0/359, fi 3/359, 8=-579/0,9-17=-313/859,15-17=-170/725, ♦ Uil-121!52,2-22 -272/196 % QVSi, , ♦♦ AC ,, .% . GEN5 . iX NOTES- . \,\ 6' . 10 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45ft;L=45ft;eave=5ft;Cat. No 681 82 It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(])3-1-0 to 10-0-0,Exterior(2)10-0-0 r. *: * to 14-5-14,Interior(1)26-3-1 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; : ' r Lumber DOL=1.60 plate grip DOL=1.60 =-SI ,'./ 1 3) Provide adequate drainage to prevent water ponding. $ I F �G 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •.: ..((�.A` O Q•.%, i will fit between the bottom chord and any other members,with BCDL=10.0psf. 0 R % ♦ 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. dein SS ......... ��•% 7)Provide ro ide,r13=300,al1connectionn (by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)23 '�,�i 1 N A; ���� 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an kdNidual 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 bulking design. Bracing Indicated Is to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IP s Job Truss Truss Type Oty Ply 1 T13131100 14366T0 T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:53 2018 Page 1 ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-3vxOs2gOsbkODJeORUgxLPpXG3L5TsLwAc3O9izpB_K 41-4-9 4-8-8 1 8-0-0 1 13-6-8. 1 19-0- 5 1 24-3-1 I 30-8-9 I 39-1-0 44-11-0 46-3-9 -44 4-8-8 3-3-8 5-6-8 5-5-13 5-2-12 6-5-8 8-4-7 5-10-0 1.4.0 Scale=1:87.1 6x6= 9 2x4 11 2x4 11 _ g )1110000. 7x6 2x4 II 6x6= 6x6= 7.00 12 4 5 6 6x8 2x4 II 30 31 32 r. 11 28 : 4x5 i 28 •` 5x6 a A r, 12 q 1 ��X18 1g d 41 42 C,! , v= ` 1 14 I,J _ r� t 4x5= 5x12= 16 15 4x10 11 23 22 37 38 21 20 39 40 19 2x4 II 4x5= 3x5 I I 4x10= 7x10= 455= 5x6= I 4-8-8 I 13-6-8 I 19-0-5 I 24-3-1 i 27-9-027-}0-8 33-6-7 1 39-1-0 I 44-11-0 1 4-8-8 8-10-0 5-5-13 5-2-12 3-5-15 0-'l-8 5-8-0 5-6-8 5-10-0 Plate Offsets(X,Y)- [13:0-7-7,0-0-21,[17:0-3-0,0-2-01,[19:0-3-0,0-2-121,[23:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lo) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.21 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.49 19-20 >671 180 BCLL 0.0 * Rep Stress'nor YES WB 0.64 Horz(TL) 0.04 19 ilia n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:311 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 8-19,10-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 4-9-3(7-19); OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 23=1191/0-5-8,13=763/0-5-8,19=1804/0-2-15 Max Horz 23=-323(LC 10) Max Uplift 23=-407(LC 12),13=-316(LC 12),19=-370(LC 12) Max Gray 23=1193(LC 21),13=791(LC 18),19=1832(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1197/454,3-4=-1197/570,4-5=-1242/617,5-6=-1241/615,6-7=-1126/585, 7-8=-286/303,8-9=-384/404,9-10=-914/488,10-11=-806/377,11-13=-931/374, 2-23=-1169/511 BOT CHORD 22-23=-258/309,21-22=-276/1095,20-21=-351/1105,19-20=-217/503,18-19=-840/71, 8-18=-280/190,10-17=-332/227,13-15=-184/708 11118I11/ WEBS 3-22=-299/27-20=-201/937,7-19=-1043/492,9-18—578/0,79-117=-3 0/858,115-1=-44/308, 0=-524/228,7—195/749, •��,',0011\J 1/&•-;1/,, ' 11- •7=-257/138,2-22=-269/1035 %%�` 0P'•G•E•N' �,'�',. NOTES No 68182 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. : * : : * II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 3-1-0,Interior(1)3-1-0 to 8-0-0,Exterior(2)8-0-0 to Ariel i 12-5-14,Interior(1)24-3-1 to 46-3-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; -O; ' pie Lumber DOL=1.60 plate grip DOL=1.60 � 3)Provide adequate drainage to prevent water ponding. -jr.O S 'V 10 F , 4)This truss has been designed for a 10.0 psf bottom chord live load nononcurrent with any other live loads. i A\..•�`, P•• � 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ., • • R 1 s'..•• • will fit between the bottom chord and any other members,with BCDL=10.Opsf. •••. SS ........ �,�� 6) Provide mechanical connection(by others) of truss to of truss to bearing plate at joint(s)of withstanding100 lb uplift at joint(s)except t=lb l'/�tO N Al 1��%% 7) (by ) bearingP capable P� 1 O ceP U- ) 23=407,13=316,19=370. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component-not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possbie 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,seeANSI/IVI I Quality Cdteda,D58-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.lee Street Suite 312,Alexandria VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply T13131101 14366T0 T21 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:58 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-PtIJvmk8h8MgJ4XOE 1 Q62S W Jf4_z816f Kum9rwzpB_F 111-416-Po { 11-6-10 16-11-7 22-6-1 I 30-8-9 38-10-1 I 44-11-0 16-3-9 -0- 6-0-0 5-6-10 5-4-14 5-6-10 8-2-7 8-1-8 6-0-15 1-4-0 Scale=1:105.4 3x6= NAILED NAILED 8 NAILED - NAILED NAILED 2x4 I• 41 2x4 II NAILED \ NAILED NAILED NAILED 407 '`� D 9 42 Special 7x10% 7x10 D .. 7x10 7.00 I NAILED 4x5= 6x6= NAILED 39 40/ 43 n 3 NAILED 4 NAILED 5 NAILED 6� '"'` 10 al i� �.. . 11 m .� . i 24 6xfl= S� a30 31 32 34 35 37 ` 5x6 4z5-2".007,00// `� 6x8 = 5 / 11 0 2 � o m o 1 ` .i�. M?, . -61 13 2 1w 9 N c �� e 1754 55 16, ri • .. •_ •• •• •• 15 NAILED 14 4x10 I i 23 22 44 45 21 46 47 20 49 49 1950 51 52 5x6= 57 58 355 I I 4x5= 6x6= 6x6 = 4x5= 5x6 = 4x5 =-- 2x4 II Special Special NAILED NAILED NAILED NAILED NAILED 4x5= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 6-0-0 I 11-6-10 16-11-7 I 22-6-1 I 27-6-8 27-1�-0 33-9-8 33}x638-10-1 44-11-0 6-0-0 5-6-10 5-4-14 5-6-10 5-0-7 0-4-8 5-10-8 0-1-0 4-11-9 6-0-15 Plate Offsets(X,V)-- [2:0-2-4,0-2-0],[3:0-6-0,Edge],[6:0-3-0,Edge],[8:0-3-0,Edge],[10:0-4-0,Edge],[12:0-7-7,0-0-6],[16:0-3-8,0-2-12],[17:0-3-12,0-2-12],[23:0-3-0,0-1-8], [24:0-2-8,0-3-0],[25:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.22 16-17 >355 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.35 16-17 >225 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:313 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 7-18,9-15:2x4 SP No.3,18-20:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-1-2(5-19);4-9-9(6-18); OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):24,25 SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. All bearings 6-2-0 except(jt=length)23=0-5-8,12=0-5-8. (Ib)- Max Horz 23=-323(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 23=-1289(LC 8),17=-1777(LC 8),16=-685(LC 8),12=-299(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 23=1938(LC 36), 17=2177(LC 36),17=1445(LC 1),16=1281(LC 37),16=1280(LC 1),12=657(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2250/1582,3-4=-2605/1931,4-5=-2445/1920,5-6=-1441/1297,6-7=-297/163, 10-12=-671/322,2-23=-1883/1316 0%111111/#/4. 22-23=-24 355,21-22=-1241/2036,20-21=-1749/2701, BOT CHORD 18-29=-4072/1318,17-18=-1352/1492, 7-18=-13 5/1491,1-24=-39095,1/280,7 38/-38500/279415-16=-181/543, `,`‘�OPQU N V�<fl,, e,, � .•'\GENS ., WEBS 3-21=-753/1040,4-21=-450/507,4-20=-613/96,5-20=-203/555,5-19=-1498/862, . \., �...� 0 6-19=-1075/1207,6-18=-1959/1577,10-15=-706/227,2-22=-1283/1929,6-24=-161/357, • i 24-25=-163/344,10-25=-108/290,10-14=0/417 '", : No 68182 Z. *: '.* e. NOTES- ,,� 1)Unbalanced roof live loads have been considered for this design. =-o; Aril ; 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. p s • E' OF II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. •�.‘' ' c-..-*��, 4)All plates are 3x4 MT20 unless otherwise indicated. °#,(k\61.."•; 1 R \�.. •% 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11 S .. \J�N� 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide it,�,�°N A' 0 will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1289 lb uplift at joint 23,1777 lb uplift at Joaquin Velez PE No.68182 joint 17,685 lb uplift at joint 16 and 299 lb uplift at joint 12. MiTek USA,Inc.FL CBR 6634 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Parke East Blvd.Tampa FL 33610 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)282 lb down and 305 lb up at Date: 38-10-4 on top chord,and 369 lb down and 367 lb up at 6-0-0,and 199 lb down and 62 lb up at 38-10-4 on bottom chord. The February 2,2018 design/selection of such connection device(s)is the responsibility of others. . , .. . . . , ter. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.101031201S BEFORE USE. Design valid for use only wIth MITekB connectors.Ns 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 building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent firming M iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lubrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/iP11 Quality Criteria,055-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Born Inns Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • I Job Truss Truss Type Qty Ply T13131101 1436670 I T21 Roof Special Girder 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:58 2018 Page 2 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-PtlJvmk8h8MgJ4XOE 1 Q62SW Jf4_z816fKum9rwzpB_F LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-6=-60,6-8=-60,8-13=-60,18-23=-20,16-17=-20,15-26=-20 Concentrated Loads(Ib) Vert:3=-89(F)5=-89(F)10=-132(F)22=-257(F)20=-45(F)14=-77(F)30=-89(F)31=-89(F)33=-89(F)34=-89(F)35=-89(F)42=-80(F)43=-80(F)44=-45(F)45=-45(F) 46=-45(F)47=-45(F)48=-45(F)49=142(F)50=142(F)51=142(F)52=142(F)53=142(F)54=-160(F)55=-160(F)56=-160(F)57=-40(F)58=-40(F) I 1 W7 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.101032015 BEFORE USE. Design valid for use only with MITeke,connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrcatkxL storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I { 1 $ Job Truss Truss Type Qty Ply T13131102 14366T0 1V01 Valley 1 I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:11:59 2018 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-t3Jh751mSRUXxE5anlxLag2cKUXmth2oZXW i NMzpB_E 10-0-15 20-1-15 10-0-15 10-0-15 Scale=1:38.7 5x6= 4 allia7.00 12 14 15 3 5 aj V 16 6 ai 13 2 V 7 'w PI iy 3x4 G 12 11 17 10 18 9 8 3x4 6x6= 0-9-7 20-1-15 I 0-0-7 20-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999 BCLL0.0 * Rep Stress Inch YES WB 0.11 Horz(TL) 0.00 7 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-1-1. (Ib)- Max Horz 1=-158(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7 except 11=-155(LC 12),12=-113(LC 12),9=-155(LC 12), 8=-113(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,7 except 10=381(LC 17),11=401(LC 17),12=266(LC 17), 9=401(LC 18),8=266(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=-327/212,5-9=-327/212 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 10-0-15,Exterior(2)10-0-15 to 13-0-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,,1111111/1/ 3)All plates are 2x4 MT20 unless otherwise indicated. �1 // 4)Gable requires continuous bottom chord bearing. ��� PQU�N VES 'i,� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,e ,O •E•N•• F�Die 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦ ;•�,�C' SS`••• l• will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7 except(jt=lb) No 681 82 11=155,12=113,9=155,8=113. r. * 1* • • •'///,S,/0 N Al.E ss . • Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED/WEEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the a ppll'al?lilt of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadng the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 -� 4 I . Job Truss Truss Type - Qty Ply T13131103 14366T0 V02 GABLE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:12:00 2018 Page 1 I D:dnLxGl myC66R2ONeZr2lgJzW 6tm-MFt3KR I PDIcOZNgmLSSa7tbp8uv6c8gynBFGvozpB_D 1-10-11 2-9i13 11-6-15 21-1-2 210-4 23-1-15 1-10-11 0- -2 9-6-2 9-6-2 0- -2 1-10-11 Scale=1:42.1 5x6= 8 THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. 7 /I9 THIS DIAPHRAGM MUST BE CAPABLE OF ■ I . TRANSFERRING ROOF LOADS TO THE GROUND 700 12 6 1031 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 30 i : 5 11 d 12 4 : V ° 3 13 29 .1 32 2 14 15 1 : ----5 E !l L E 0 B 0 9 E 3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 6x6= 0-9-7 23-1-15 I 0-6-7 23-1-8 r _. , LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ` Rep Stress lncr YES WB 0.08 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 23-1-1. (Ib)- Max Horz 1=171(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,23,24,25,26,27,28,21,20,19, 18,17,16 Max Gray All reactions 250 lb or less at joint(s)1,15,22,23,24,25,26,27,28,21,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 11-6-15,Exterior(2) 11-6-15 to 14-6-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,'1i I1111/1, 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,°1 U IN V I�1, will fit between the bottom chord and any other members. ,‘ PQ F� 0/I 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,23,24,25,26, ,�% ,Q•. ........ .E.N S•• "c ' '' 27,28,21,20,19,18,17,16. : •�� . ..� i No 68182 r. *: .* . STO•E OF 'L t • ••,,S'S�0 N A�����%• Joaquin Velez PE No.68182 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 I. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability<4 design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.tee Street,Stlte 312,Alexandria-VA 22314. , Tampa,FL 33610 A lO— S Job Truss Truss Type Qty Ply 713131104 1436670 V03 GABLE I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Feb 2 12:12:02 2018 Page 1 I D:dnLxGI myC66R2ONeZr2IgJzW 6tm-le_pl7nfl Ms6ohg9TtU2CIgAxhak43_FFVkN_hzpB_B 7-3-0l 14-6-0 —I 7-3-0 7-3-0 Scale=1:25.0 5x6= THIS COMPONENT IS TO BE USED IN 5 CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF Ali. TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 7.00 Ti 4 jill AIIIIiI Al:. • 3x4 i 16 15 14 13 12 11 10 3x4 0-9-7 14-6-0 I 0-0-7 14-5-9 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-5-2. (Ib)- Max Horz 1=-99(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 7-3-0,Exterior(2)7-3-0 to 10-3-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,111111,/i 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ���..11111111/ii -I/1 will fit between the bottom chord and any other members. `N PQU N V F� pie 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,14,15,16,12, �� ,O•••........ E N •• F��i� 11,10. ; •••\_\ Sir••• °0 i • No 68182 1k ; ;* S . ST' : OF :1U: :....1?„..•• '�I '4/:: e'i4ioNAl ;`- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 2,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/93/2075 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must 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 MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fa srlcatbn,storage,delivery,erection and bracing of trusses and truss systems seeANSI/Wil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avalabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexarxdrta,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 I (Drawings not to scale) Damage or Personal Injury MEDimensions are in ft-in-sixteenths. 111� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or x-bracing,is always required. See BCSI. TOP CHORDS 0-1/14P2. Truss bracing must be designed by an engineer.For IIMIMMIMINIMIIMMINS1111444s4 wide truss spacing,individual lateral braces themselves k11 .4•0•044LoppWEBS may require bracing,or alternative Tor l rti O bracing should be considered. ■_� U 0= 3. Never exceed the design lshown and never a stack materials on inadequately braced trusses. AA a0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate " �7 L designer,erection supervisor,property owner and plates 0 'h d' 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. 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 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber I shalt not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. �� Indicated truss unless otherwise shown. by text in the bracingsection of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 6.0 reaction section indicates joint =ill II ill Ell number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. MIN_,R 18.Use of green or treated lumber may pose unacceptable environmental health or performance risks.Consult with project engineer before use. Industry Standards: Illm ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. aril pictures)before use,Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient, BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guidto Good Practice fr Handling, i l e ANSI/IPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015