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HomeMy WebLinkAboutTRUSS 10-4-16® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. iTeko� RE: 132565 - Pucket Residence MITek USA, Inc. Site nformation: 6904 Parke DBlvd. 33East Low�a'Roof3 Cust mer Info: Mel Ry Const. Project Name: Pucket Residence Model: Custom / Floors Lot/E lock: 667 Subdivision: Add ss: Lot 667 City: Jensen Beach State: Florida Naml., Address and License # of Structural Engineer of Record,, If there is one, for the building. Nam License #: . Addr ss: City: State: Gen ral Truss Engineering Criteria � Design Loads (Individual Truss Design Drawings Show Special w` Loadi ng Conditions): Desi� Code: FBC2014ITP12007 Design Program: MITek 20/20 8.0 Win Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roo I oad: 40.0 psf Floor Load: 55.0 psf This With No. 1 2 3 4 5 6 7 8 9 10 12 13 14 15 17 18 19 20 21 22 ackage includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. ny seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet ms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Seal# Truss Name Date No. Seal# Truss Name Date T9607467 A01 10/4/16 23 T9607489 FL16 10/4/16 T9607468 A02 10/4/16 24 T9607490 FL17G 10/4/16 T9607469 FG01 10/4/16 T9607470 FG02 10/4/16 T9607471 FG03 10/4/16 T9607472 FG04 10/4/16 T9607473 FG05 10/4/16 T9607474 FL01 1014/16 T9607475 FL02 10/4/16 T9607476 FL03 10/4/16 T9607477 FL04 10/4/16 T9607478 FL05G 10/4/16 T9607479 FL06 10/4/16 T9607480 FL07 10/4/16 T9607481 FL08 10/4/16 T9607482 FL09 10/4/16 T9607483 FL10 10/4/16 T9607484 FL11 10/4/16 T9607485 FL12 10/4/16 T9607486 FL13 10/4/16 T9607487 FL14 10/4/16 T9607488 FL15 10/4/16 The ' ss drawing(s) referenced above have been prepared by MITek USA, c. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: ORegan, Philip My li , nse renewal date for the state of Florida is February 28, 2017. IMP '�tTANT NOTE: The seal on these truss component designs is a certification that th lengineer named is licensed in the jurisdiction(s) identified and that the design (comply with ANSIIrPI 1. These designs are based upon parameters shown e.g., loads, supports, dimensions, shapes and design codes), which were given t 'MiTek. Any project specific information included is for MiTek's customers file reference purpose only,, and was not taken into account in the preparation of these d signs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should ' erify applicability of design parameters and property incorporate these designs into the verall building design per ANSI/TPI 1, Chapter 2. Pflillp t„ ¢`Regan PENuSOW MIT4,66A Inc k�Cert044 6904-P81ki), BSUTA T00a -33610 Date: October 4,2016 ORegan, Philip 1 of 1 Job Truss Truss Type City Ply Pucket Residence T9607467 J32565 A01 Common Structural Gable 1 1 Job Reference (optional) 60 East Coast Ft. Pierce, FL 34946 B.U1 u s Apr zu zu16 ml i etc Inausines, Inc. i ue uct u4 i i:4a:so zui o rage 1 I D:U N_Lig BVAcXHjljeB HvargyWsbU-UUa6RGfGANQDXB PZowl tz8 S KF9X_e OOEHpVJ_by WoIT 2.6-0 2-M 4x4 = 2 Scale = 1:9.4 1i 2x4 = LOADING (p 0 SPACING- 2-0-0 CSI. TCLL 209 Plate Grip DOL 1.25 TC 0.06 TCDL 10 0 t Lumber DOL 1.25 BC 0.05 BCLL 0 Rep Stress Incr YES W0.02 B BCDL 10 �0 Code FBC2014frP12007 Matrix -AS LUMBER Top CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 9 >999 240 MT20 244/190 Vert(TL) -0.00 4 >999 180 Horz(TL) 0.00 3 n/a n/a Weight: 17 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=198/0-8-3, 3=202/0-2-10 Max Horz 1=40(LC 7) Max Uplift 1=-145(LC 8), 3=-148(LC 8) FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalance roof live loads have been considered for this design. 2) Wind: ASC 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=3.0psf; h=19ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; ncl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss desi ned for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Qetails as applicable, or consult qualified building designer as per ANSlrTPI 1. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable stud spaced at 2-0-0 oc. .6) This truss 'ps been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '1) ' This trus �bas 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 betty an the bottom chord and any other members. 8) Provide m chanical connection (by others) of truss to bearing plate at joint(s) 3. 9) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=145, 3= 48. 10) This trus design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. WAR ING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss s °tem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building sign. 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 fabricatio , storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In,orrnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply ucket Residence T9607468 Lit; J32565 A02 Common 7 1 Reference (optional) 14 East Coast Ft. Pierce, FL'3494ti o.0 to s mpr cu cu w wn r UK nmusures, nlu. r uC Vur u9 r 1.4W.Ju ZVIu rays 1 I D:UN_LigBVAcXHjljeBHvargyWsbU-UUa6RGfGANQDXBPZowItzBSK19X1 e0EEHpVJ_byWoT, 25-8 4-11-0 2-" 2-5-8 4x4 = 2 2x4 = i 0-0-8 25A 4-5-15 4-11-0 Scale = 1:9.5 I$ LOADING (pi I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 12 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4 >999 180 BCLL 0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10 0 Code FBC20141TP12007 Matrix -AS Weight: 17 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD - Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS I 2x4 SP No.3 REACTIONS.! (Iv/size) 1=19410-8-0, 3=199/0-2-3 Max Horz 1=42(LC 6) Max Uplift 1=-142(LC 8), 3=-146(LC 8) FORCES. (10) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalance 2) Wind: AS( II; Exp D; 3) Plates the 4) This truss 5) ' This trus will fit beta Z) Provide m 7) Provide m 1=142,3= 8) This truss sheetrock roof live loads have been considered for this design. 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=3.Opsf; h=19ft; B=45ft; L=24ft; eave=4ft; Cat. cl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 .ed for a plus or minus 0 degree rotation about its center. is been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1as 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 an the bottom chord and any other members. hanical connection (by others) of truss to bearing plate at joint(s) 3. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6. :sign requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum applied directly to the bottom chord. AWARN �1G - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design v lid for use only with MTekGI connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss s "em. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Sat building ''sign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�'�ek' is always' quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inonnatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. +iTampa, FL 36610 Job Truss Truss Type Qty Ply ket Residence j IPu T9607469 J32565 FG01 Floor Girder 1 n L Job Reference (optional) tasr coast 1 rusa, rc. rrcrcn, 11- 8 9 10 2 4x14 = 4x14 = 4x14 = 4x14 = ID: UN_LigBVAcXHjlieBHvargyWsbU-KVWUt6r87p70xitalNu26gVP1 ZcYzbNye_EvmCRyWmgV W Scale = 1:28.5 3 4 11 12x14 12x14M18SHS = 5x8 = LOADING (p f) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 4 0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.09 1-2 >999 360 MT20 244/190 TCDL 1 .0 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.11 1-2 >881 240 M18SHS 244/190 BCLL .0 Rep Stress Incr NO WE 0.00 Horz(TL) -0.01 5 n/a n/a BCDL .0 Code FBC2014fTPI2007 Matrix -MS Weight: 185 lb FT = 0% LUMBER- BRACING - TOP CHORI 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORI 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTION (lb/size) 1=1979/Mechanical, 2=6806/0-4-1, 5=3185/0-4-0 Max Grav 1=2225(LC 5), 2=6910(LC 3), 5=3478(LC 4) FORCES. I b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR 2-3=0/281 NOTES- 1) 2-ply trusi to be connected together as follows: Top chord s connected with 10d (0.131"xY) nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom c ords connected with 10d (0.131"xY) nails as follows: 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads l e considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connectio s have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanc' d floor live loads have been considered for this design. 4) All plates ire MT20 plates unless otherwise indicated. 5) Plates ch 'cked for a plus or minus 0 degree rotation about its center. 6) Refer to g rder(s) for truss to truss connections. 7) Recomm �1d 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attach � d to walls at their outer ends or restrained by other means. 8) CAUTIO Do not erect truss backwards. 9) Hanger(, for other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down at 3-10-8 on bottom chord. T e design/selection of such connection device(s) is the responsibility of others. 10) Wamingi Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CAS j(S) Standard 1) Dead + F or Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform ads (plf) rt: 1-7-100 Concentr; ed Loads (lb) ;rt: 4=-1144 3=-1190 6=-393 2=-1234 5=-1027 8=1590 9=-1331 10=-1261 11=-1074 ®WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev, 1010312015 BEFORE USE. ' Design va d for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sy em. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building d ' ign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always ;Pquired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In I rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Pucket Residence T9607470 J32565 FG02 Floor Girder 1 Job Reference (optional) East Coast Tru Ft. Pierce, FL 34946 1 1x4 II 3x4 = 5 O.UIU S Apr zu ZUItl MI I etc Indusines, inc. I Ue Uci V4 I1:4y:.30 4U I rage I I D: U N_Lig BVAcXHj IjeBHvargyWsbU-RtissygXi_gxmUZxwLKL2ZYbzz BA6rwXl7_Q2TyWoIR 2 4x8 = 3 LOADING (p SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40 Q Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.00 4 >999 360 TCDL 10 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 4-5 >999 240 BCLL 0 iQ 0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.00 7 n/a n/a BCDL 5 b Code FBC2014rrP12007 Matrix -MS LUMBER- j BRACING - Scale = 1:9.4 7 3x4 = v a PLATES GRIP MT20 244/190 Weight: 38 lb FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=428/Mechanical, 7=459/0-3-0 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/311 WEBS 1-5=-316/0, 2-5=-325/0 NOTES- 1) 2-ply truss o be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom Chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads ark considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connect ns have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Plates the ed for a plus or minus 0 degree rotation about its center. 4) Refer to gh er(s) for truss to truss connections. 5) Bearing at oint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. '. 6) Recomme a 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac 's to be attached to walls at their outer ends or restrained by other means. 7) Warning: jl ditional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE S) Standard 1) Dead + Flo it Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform L. (plo V rt: 4-5=-10, 1-3=-220 ®WARNN NG - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE USE. Design va Id for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss sy '�am. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ME' building d sign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A Is always squired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek• fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In ormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t Job Truss Truss Type Qty Ply Pucket Residence T9607471 J32565 FG03 Flat Girder 1 Job Reference (optional) East Coast TrL sS, Ft. Pierce, FL 34946 13.010 s Apr 20 2016 rvu r eR umusu rob, urc. r ue wr u4 1 i:4e:oo a ro rage r I D: U N_Lig BVAcXHj ljeB HvargyWsbU-RtissygXi_gxmUZxwLKL2ZYdAzAp6teXl7_Q2TyWoI R 4-5-1 8-8-6 13-1-7 4-5-1 4-3-5 4-5-1 ' Scale=1:22.2 1x4 II 3x8 = 3x4 II x8 = 1 9 10 2 11 12 3 13 14 15 4 !I ' 1 7 6 5 r 8 3x8 = 1x4 II 4x8 = 3x6 II ''� THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 0 -3 -5- 8-8-6 3- -4 3 1-7 0 -3 11 e14 4-3-5 4-4-14 0-6-3 LOADING (p L SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 2C Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 1 ib Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 6-7 >999 180 BCLL Oro Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 1d0 Code FBC2014/TPI2007 Matrix -MS Weight: 162lb FT=0% 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 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-8,4-5: 2x8 SP No.2 REACTIONS (lb/size) 8=1127/0-7-13, 5=1060/0-3-12 Max Uplift 8=799(LC 4), 5=-763(LC 5) FORCES. (I)') -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1083/804, 1-2=1034/736, 2-3=-1034/736, 4-5=368/305 BOT CHORD 6-7=-738/1033, 5-6=-738/1033 WEBS 1-7=837/1176, 2-7=566/499, 3-5=1182/844 NOTES- 1) 2-ply truss o be connected together with 10d (0.131"xY) nails as follows: Top chord 'connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chc Tds connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ,2) All loads a considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connec ions have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASC E 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=3.Opsf; h=19ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; �cl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide ad qua drainage to prevent water ponding. *5) Plates the ked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This trus 'has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betty' en the bottom chord and any other members. 8) Provide m 'chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=799, 5=1 ¢3. 9) Hanger(s) r other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 159 lb up at 0-3-10, 14 lb down and 168 lb up at 1-1-3, 139 lb down and 168 lb up at 3-1-3, 139 lb down and 168 lb up at 5-1-3, 139 lb down and 168 lb I p at 7-1-3, 139 lb down and 168 lb up at 9-1-3, and 139 lb down and 168 lb up at 11-1-3, and 174 lb down and 157 lb up at 12-9 3 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE S) Standard 1) Dead + Ro , f Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Lo ds (pl0 V : 1-4=-60, 5-8=-20 Concentra ed Loads (lb) VE rt: 4=-174 1 =1 75 9=-143 10=-1 39 11 =-139 12=-1 39 13=-139 15=139 AWARN NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design va 414d for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sytem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building d' 1gn. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r� �riTek` fabricatior storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety In formation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ss Truss Type Qty Ply Pucket Residence T9607472 J32565 TFG.4 FLOOR GIRDER 1 q J Job Reference (optional) East Coast TrLi s, Ft. Pierce, FL 34946 8.U1 u s vpr 20 20i o Mi I ek industries, Inc. I ue uci 04 t 1:49:39 20i o rage i I D:UN_LigBVAcXHjIjeBHvargyWsbU-v3FE3lh9TIooOeBSU2sabm4e4MK1 r9Shznj_awyWolQ 2-8-11 - -10 2-3-0 -10-13 1-9-10 i 1.4-3 i 1-4-3 i 1-9-10 0-10-13 2-3-0 i 2-8-10 OPT Scale = 1:33.0 3x4 = 4x4 II 5x8 = 3x6 = 3x4 = 3x8 = 3x6 = 4xl0 = 4x4 II 1 2 3 4 5 6 7 8 9 II 17 I 16 15 14 13 12 11 10 4x8 3x6 = 6x10 M18SHS = 3x4 = 3x4 = 3x6 = 5x16 = 3x4 = 3-9- 6- 0- 13-2-9 16-0E 0- - II 3-9-1 3-1-13 3-1-13 3-1-13 3:1-13 3-9-1 Plate Offsets Y 10:0-6-8 0-2-8 LOADING (p ti SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 4C 0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.61 13 >386 360 MT20 244/190 TCDL ic D Lumber DOL 1.00 BC 0.92 Vert(TL) -0.95 13 >247 240 M18SHS 244/190 BCLL 0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.11 10 n/a n/a BCDL I0 Code FBC2014rrP12007 Matrix -MS Weight: 334 lb FT = 0% LUMBER- BRACING - TOP CHORD' 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-17,9-10: 2x8 SP No.2 REACTIONS, (lb/size) 17=5464/Mechanical, 10=5464/Mechanical FORCES. (I ) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD' 1-17=-991/0, 9-10=-991/0, 1-2=-1529/0, 2-3=-14536/0, 3-4=23258/0, 4-5=-25880/0, 5-7=23258/0, 7-8=-14536/0, 8-9=-1529/0 BOT CHORD 16-17=0/13415, 15-16=0/21768, 13-15=0/25945, 12-13=0/25945, 11-12=0/21768, 10-11=0/13415 WEBS 2-17=-12476/0, 2-16=0/2636, 3-16=7860/0, 3-15=0/2176, 4-15=3044/0, 5-12=3044/0, 7-12=012176, 7-11=-7860/0, 8-11=0/2636, 8-10=-12476/0 NOTES- 1) 3-ply truss to be connected together with 1od (0.131"x3") nails as follows: Top chords 11connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -I row at 0-4-0 oc. Bottom ch }ds connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs conr acted as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads ae considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. *-3) All plates ie MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to gi �ier(s) for truss to truss connections. 6) Recommer d 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacl s to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Warning: Aiiditional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE) Standard 1) Dead + Fic Pr Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Lc,. IIds (plf) Vert. 10-17=10, 1-9=550 WAR G - Veri/ desl nparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design v d for use onl with MTek® connectors. This design is based on upon parameters shown and is for an individual building component, not 9 Y 9 it P P 9 P a truss sy ern. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building d sign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always qulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InI rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Placket Residence T9607473 J32565 7I F 005 Floor Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 3484b H r 4x4 = 6.0 IV JNI/I LULU I U nin 1 M If 11lY-1—, Iin:. I —VVIVY II.Ya.YV LV IU I'ayc I I D:UN_LigBVAcXHjljeBHvargyWsbU-NGpcHeinEcwf?ojK1 mNp6_dOimuhagegCRTX7MyWolP 4x4 = 2 4x4 = LOADING (p SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40 {7 Plate Grip DOL 1.00 TIC 0.03 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 10 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 1-2 >999 240 BCLL 0 iD Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5 �D Code FBC2014/TPI2007 Matrix -MS Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 12x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x8 SP NQ.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=185/Mechanical, 2=185/Mechanical FORCES. (1 ) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss o be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads ar aI considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connec ions have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Plates the k, ed for a plus or minus 0 degree rotation about its center. 4) Refer to gir er(s) for truss to truss connections. 5) Recomme : 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongba0 1.s to be attached to walls at their outer ends or restrained by other means. 6) Warning: AJditional permanent and stability bracing for truss system (not part of this component design) is always required. 'LOAD CASE S) Standard 1) Dead + Flo r Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Lo°ds (plf) V rt: 1-2=100 * I ®WARN kG -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design va Jd for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss sy em. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building d igri Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In lu rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Pucket Residence ' T9607474 J32565 FL01 Floor 1 1 Job Reference o tional It East Coast Tru s, Ft. Pierce, FL 34946 a.ulu s Apr zu zui o Nu I eK inousmes, mc. t ue uci v i -i rga:qu zu t o rage -I ID:UN_LigBVAcXHjljeBHvargyWsbU-NGpcHeinEcwf?ojK1 mNpB_dsTmi4ah2gCRTX7MyWolP 0-3-8 1 3-0 1-0-0 2-0-11 1-1-1 e SCale'= 1:26.4 6 = 3x3 = 1 2 � 3 21 20 3x3 I 4x6 = 3x3 = 3x3 = 1x4 II 4 5 6 19 18 3x4 = 34 = 3x6 FP = 1x4 II 3x3 = 3x6 FP = 7 8 9 17 16 3x3 = 3x3 = 3x3 = 3x3 = 6x6 = 10 11 12 13 4 15 14 46 = 3x3 II LOADING (p ,0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40 Q Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.16 17-18 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.26 17-18 >729 240 BCLL 0'0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.03 13 n/a n/a BCDL 5 .I D Code FBC2014/TPI2007 Matrix-S Weight: 83 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-9,9-13: 2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS.] (lb/size) 1=848/0-2-15, 13=848/0-2-11 FORCES. (1 I,) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=990/0, 4-5=2173/0, 5-6=2694/0, 6-7=2694/0, 7-8=2694/0, 8-10=2176/0, 10-12=991/0 BOT CHORD � 19-20=0/1818, 18-19=0/2505, 17-18=0/2694, 16-17=0/2505, 15-16=0/1821 WEBS 6-18=-325/0, 7-17=-304/0, 2-20=0/1288, 4-20=-1152/0, 4-19=0/494, 5-19=-462/0, 5-18=-23/547, 12-15=0/1290, 10-1 5=-1 155/0,10-16=0/494, 8-16=458/0, 8-17=-26/533 NOTES- i1 1) Unbalance floor live loads have been considered for this design. 2) Plates cheq ed for a plus or minus 0 degree rotation about its center. 3) Provide me' hanical connection (by others) of truss to bearing plate at joint(s) 1, 13. 4) Recomme d 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac to be attached to walls at their outer ends or restrained by other means. 5) Warning: A„ ditional permanent and stability bracing for truss system (not part of this component design) is always required. ® WARN NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design va yid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss sy: :em. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building d sign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatior storage, delivery, erection and bracing of trusses and truss systems, see ANSfITPl1 QualityCriteria, DSB-89 and SCSI Building Component Safety In rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. g P 6904 Parke East Blvd. i Tampa, FL 36610 Job Truss Truss Type Qty Ply Pucket Residence T9607475 J32565 FL02 Floor 1 1 Job Reference (optional) East Coast Tru "s, Ft. Pierce, FL 34946 0.ui u s /Apr to zu 10 Ivu I eK muustnes, Inc. I ue Ucr uy 1 r:yy.w r tv to rdya I ID:UN_LigBVAcXHjljeBHvargyWsbU-rSN?UJP?v2WdylWbTu2gBA1 TA2PJ8Z_R5C4foyWolO 0-3-8 1-3-0 0-8-0 2-1-3 1-0-5 �- I- A a ~� ~� S le - 1:25.8 6 = 3x3 = 1 2 3 yo 1 I I 21 20 3x3 I 4x6 = 3x3 = 3X3 = 3x3 = 1x4 II 1x4 II 3x6 FP = 3X3 = 34 = 6x6 = 4 5 6 7 8 9 10 11 12 13 0 19 18 17 16 15 14 3X4 = 3X3 = 3X3 = 3x3 = 4x6 = 3X3 II 3x6 FP = LOADING (p 9 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.16 16-17 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.24 16-17 >746 240 BCLL 0 b Rep Stress Incr YES WB 0.60 Horz(TL) -0.02 13 n/a n/a BCDL 50 Code FBC2014rrP12007 Matrix-S Weight: 81 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-9,9-13: 2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS.; (lb/size) 1=828/0-2-15, 13=828/0-2-11 FORCES. (I Ii - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=963/0, 4-5=2101/0, 5-6=2568/0, 6-7=2568/0, 7-8=-2568/0, 8-10=2108/0, 10-12=963/0 BOT CHORD 19-20=0/1767, 18-19=0/2418, 17-18=0/2568, 16-17=0/2415, 15-16=0/1771 WEBS 6-18=-399/0, 7-17=292/0, 2-20=0/1254, 4-20=1118/0, 4-19=0/464, 5-19=-441/0, 5-18=-40/573, 12-15=0/1254, 10-1 5=1 123/0, 10-16=0/468, 8-16=-428/0, 8-17=46/494 i NOTES- 1) Unbalance( floor live loads have been considered for this design. 2) Plates the ed for a plus or minus 0 degree rotation about its center. 3) Provide me'Ihanical connection (by others) of truss to bearing plate atjoint(s) 1, 13. 4) Recomme d 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac ° to be attached to walls at their outer ends or restrained by other means. 5) Warning: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. WARNI G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1117II.7473 rev. 1010312015 BEFORE USE. Design va li1 for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �® a truss sy em. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��' building d ign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek` is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf'I rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 � TrussTruss Type Oty Ply Pucket ResidenceT9607476 5 F FL03 Floor 1 1 Job Reference o tional East Coast Tru Ft. Pierce, FL 34946 8.U1U s P,pr 2u 2UI8 MI I ek industries, Inc. I ue 0ct 04 t t:4a:4t zute Page! ID:UN_LigBVAcXHjljeBHvargyWsbU-rSN?UJP?v2Wdyl WbTu2gBAz6A1 LJ9?_R5C4foyWolO' 0-9-15 1, 1 3-0 0�� 2-1-3 1i_0 Q �- S le - 1:26.4 5x5 = 3x3 = 3x3 = 3x3 =1x4 II 1x4 II 3x3 = 3x6 FP = 3x3 = 3x3 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 12 I o I o 20 19 18 17 16 15 14 13 4.3 II 4x4 = 3x4 = 3x3 = 3x3 = 34 = 4x4 = 34 II 3x8i— 3x6 FP = LOADING (ps SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.) Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.17 15-16 >999 360 MT20 244/190 TCDL 10. Lumber DOL 1.00 BC 0.87 Vert(TL) -0.25 15-16 >685 240 BCLL 0. Rep Stress Incr YES WB 0.57 Horz(TL) -0.03 12 n/a n/a BCDL 5 0 Code FBC2014/TP12007 Matrix-S Weight: 82 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 12x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 8-12: 2x4 SP No. 1(flat) except end verticals. BOT CHORD 12x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 12=796/0-2-11, 1=800/0-9-7 FORCES. (11,- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=806/0, 34=1850/0, 4-5=2368/0, 5-6=2368/0, 6-7=2368/0, 7-9=-1999/0, 9-11=-918/0 BOT CHORD 18-19=0/1465, 17-18=0/2230, 16-17=0/2368, 15-16=0/2270, 14-15=0/1689 WEBS 5-17=-426/0, 1-19=0/1043, 3-19=-923/0, 3-18=0/535, 4-18=-529/0, 4-17=-33/602, 11-14=011195, 9-14=-1072/0, 9-15=0/430, 7-15=377/0, 7-16=-83/421 I NOTES- 1) Unbalancec floor live loads have been considered for this design. 2) Plates chec ed for a plus or minus 0 degree rotation about its center. .3) Provide me 'hanical connection (by others) of truss to bearing plate at joint(s) 12. 4) Recommen' 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongback to be attached to walls at their outer ends or restrained by other means. 5) Gap betwe n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. y 6) Warning: Al ditional permanent and stability bracing for truss system (not part of this component design) is always required. ®WARNI G - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design vat �d for use only with Wek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sy, m. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building d ign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always quired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf iI ation available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Pucket Residence T9607477 J32565 FL04 Floor 1 1 Job Reference (optional) East Coast Tru ggg Ft. Pierce, FL 34946 1-3 it r I 4x6 = 4x4 = 1 2 26 25 24 3x3 II 4x6 = 4x4 = O.0 -Iu 5 /Apr zu ev I Ivil I art rrruu5rrIC5, rr ru. r uC not V9 r r;9y ' to r"agc r ID:UN_LigBVAcXHiijeBHvargyWsbU-JexNhKjImDANF6sj9BPHDPi6XaM42V 7flyeBFyWolN 1� A� 2-0-0 -6-10T 0 SN9 Scale = 1:37.9 3x3 = 4x4 = 3x3 = 4x4 = 3x6 FP = 3x3 = 3x3 = 4x4 = 3x3 =6x6 - 3 4 5 6 7 8 9 10 11 12 13 I4I� W 0 23 22 21 20 19 18 17 16 15 14 3x8 =3x6 II 3x8 M18SHS FP = 3x3 = 4x4 = 5x6 = 3x3 II 5x10 = 3x3 = H LOADING (p II SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40 0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.48 20 >542 360 MT20 244/190 TCDL 10 0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.75 20 >347 240 M18SHS 244/190 BCLL 0 0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.01 13 n/a n/a BCDL 5, Code FBC2014/TP12007 Matrix-S Weight: 119 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E(flat) `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1 1-7: 2x4 SP No.1(flat), 11-13: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 285OF 1.8E(flat) `Except' 20-23: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 26=1192/Mechanical, 13=1188/0-3-0 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1184/0, 1-2=1228/0, 2-3=-3117/0, 34=471510, 4-5=5301/0, 5-6=-5498/0, 6-8=-5172/0, 8-9=-4572/0, 9-10=-3394/0, 10-12=-1460/0 BOT CHORD 24-25=0/2327, 23-24=0/3969, 22-23=0/5301, 21-22=0/5301, 20-21=0/5301, 18-20=0/5455, 17-18=0/5012, 16-17=0/4080, 15-16=0/2691 WEBS 4-22=-54/669, 5-21=933/134, 1-25=0/1634, 2-25=-1529/0, 2-24=0/1099, 3-24=-1183/0, 3-23=0/968, 4-23=-1122/0, 12-15=0/1901, 10-15=-1712/0, 10-16=0/978, 9-16=-955/0, 1 9-17=0/683, 8-17=-613/0, 8-18=0/304, 6-18=-392/0, 6-20=1171338, 5-20=-283/897 .NOTES- '1) Unbalancei floor live loads have been considered for this design. 2) All plates Be. MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to gi er(s) for truss to truss connections. 5) Recomme ii 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac s to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Warning: A, ditional permanent and stability bracing for truss system (not part of this component design) is always required. �WARNI� G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. ' Design va id for use only with MTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sy em. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building d ign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inilmnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Pucket Residence T9607478 J32565 FL05G Floor 1 1 Job Reference o tional East Coast Tru S, FL PlerCe, I-L 34946 6.u7 u s Apr zu zu1 o u/n t etc inausutes, Inc. i ue um u,4 rcga:4.3 zu i o rage i I D: U N_Lig BVAcXHjijeB Hva rgyWsbU-ngVlvgkfXXl DsGRvjuwlMcFJG_hDnOj Gu P hBjhyWolM 0-4-1 H 1 �9 4*9 1�� 2�-I 1�i Ogle = 1:43.9 ' 6x8 1 29 3x3 4x8 = 6x6 = 3x4 = 2 3 4 28 2726 25 5x8 = 6x10 = 3x4 = 3x8 M18SHS FP = 3x6 = ' 3x3 = 3x6 FP = 3x6 11 5 6 7 8 24 23 3x3 = 3x4 = 3x6 II 3x10 = 3x4 = 9 10 11 22 21 20 3x4 = 3x4 = 3x10 M18SHS FP = 2x3 SP = 12-9-1 13.10-9 3x6 FP = 4x4 = 4x8 = 6x8 = 12 13 14 15 19 18 17 16 4x4 = 4x6 = 4x8 = 3x3 I I 26-6-2 IQIv LOADING (psl SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40b Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.74 22-23 >398 360 MT20 244/190 TCDL 10 Lumber DOL 1.00 BC 0.97 Vert(TL) -1.16 22-23 >255 240 M18SHS 2441190 BCLL 0 0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.15 15 n/a n/a BCDL 5 Code FBC2014/TPI2007 Matrix-S Weight: 147 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, 1-6,6-13: 2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD i 2x4 SP 285OF 1.8E(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 26-29: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) `Except` 1-28,15-17: 2x4 SP No.2(flat) REACTIONS.; (lb/size) 1=1633/0-3-12, 15=1401/0-3-0 I FORCES. (11 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=181010, 2-3= 4212/0, 34=4438/0, 4-5=-5946/0, 5-7=6981/0, 7-8=-7695/0, 8-9=-7695/0, 9-10=-7695/0, 10-11=-6824/0, 11-12=-5500/0, 12-14=-3846/0, 14-15=1538/0 BOT CHORD 27-28=0/3219, 26-27=0/4201, 25-26=0/5323, 24-25=0/6540, 23-24=017469, 22-23=0/7695, 20-22=017504, 19-20=0/6223, 18-19=0/4747, 17-18=0/2728 WEBS 8-23=-615/164, 9-22=-567/239, 1-28=0/2355, 2-28=2052/0, 2-27=0/1434, 4-26=1231/0, 4-25=0/867, 5-25=826/0, 5-24=01629, 7-24=-682/0, 7-23=258/882, 15-17=0/2003, 14-17=-1732/0, 14-18=0/1430, 12-18=-1262/0, 12-19=0/1047, 11-19=-1006/0, 11-20=0/829, 10-20=-885/0, 10-22=339/856, 3-27=-1004/0, 3-26=0/874 NOTES- 1) Unbalance floor live loads have been considered for this design. 2) All plates a "e MT20 plates unless otherwise indicated. 3) The solid s'ction of the plate is required to be placed over the splice line at joint(s) 21. 4) Plate(s) at oint(s) 29, 26, 26, 16, 6, 2, 14, 23, 8, 22, 9, 28, 1, 4, 25, 5, 24, 7, 17, 15, 18, 12, 19, 11, 20, 10, 21, 3 and 13 checked for a plus or m nus 0 degree rotation about its center. 5) Plate(s) at oint(s) 21 checked for a plus or minus 5 degree rotation about its center. 6) Required 2 6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attache( to walls at their outer ends or restrained by other means. 7) Gap betwe n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Warning: All ditional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE S) Standard 1) Dead + Flo r Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Lo ds (plf) V : 16-29=10, 1-15=-100 Concentrat d Loads (lb) V tt:3=325 WARN g MII.7477 G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE rev. 1010312015 BEFORE USE. Design v1'' d for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss syem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is alwaysquired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiostorage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In rmatton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 r Job Truss Truss Type City Ply Pucket Residence T9607479 J32565 FL06 Floor 1 1 Job Reference (optional) -East Coast Tru 5, FL Pierce, FL 34946 8.01 u s Apr zu 20i o Nili ex Industries, Inc. i ue uci d4 I i:49A4 zu i o rage i ID:UN_LigBVAcXHjljeBHvargyWsbU-F1376?IHIgQ4UP05GcRIIgoXPN3a WUkQ73RIG7yWolL 0-4-1 + H� 1�3 9 0Sdale = 1:42.4 4x4 = 3x3 = 3x6 FP = 71 4x8 = 3x4 = 3x3 = 3x6 FP = 1x4 II 1x4 II 3x3 = 3x4 = 4x8 = 6x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I II 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3 Ili 5x6 = 4x4 = 3x4 = 3x3 = 4x4 = 3x3 = 3x3 = 3x4 = 4x4 = 5x8 = 3x3 II 3x8 M18SHS FP = 3x10 M18SHS FP = IO-1 12-3.15 135.7 0 -1 1- 4.4-1 6-10.1 9-0-1 11-2-7 11- 15 3315 15-4-6 17-10.6 20-0-6 22-10.6 24.4b2 7- 5 0-0- 1 2-6.0 2.6-0 2-6-0 1-10-6 0. -8 1-0.0 1-10.14 2-6-0 2-6-0 2-6-0 1b0 0. 1.0.0 0.1-8 Plate Offsets Y 14:0-3-0 Ede 23:0-1-8 Ede 26:0-1-12 Ed e LOADING (pslll SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.9 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.68 22 >429 360 MT20 244/190 TCDL lob Lumber DOL 1.00 BC 0.77 Vert(TL) -1.06 22 >275 240 M18SHS 244/190 BCLL 0 0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.14 15 n/a n/a BCDL 5 0 Code FBC20141TP12007 Matrix-S Weight: 133 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, 1-2: 2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 285OF 1.8E(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 26-28: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) "Except* 1-27,14-17: 2x4 SP No.2(flat) REACTIONS. (lb/size) 15=132710-3-0, 1=1331/0-3-12 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-2=-1468/0, 2-3=-3642/0, 3-4=-5137/0, 4-6=-6140/0, 6-7=-6609/0, 7-8=-6609/0, 8-9=6609/0, 9-10=-6263/0, 10-11=-5335/0, 11-13=-3943/0, 13-14=1688/0 BOT CHORD 26-27=0/2602, 25-26=0/4476, 24-25=0/5772, 23-24=0/6495, 22-23=0/6609, 20-22=0/6551, 19-20=0/5945, 18-19=0/4699, 17-18=0/2996 WEBS 7-23=-513/182, 8-22=-446/216, 1-27=0/1911, 2-27=-1652/0, 2-26=011330, 3-26=-1167/0, 3-25=0/920, 4-25=-882/0, 4-24=0/552, 6-24=-616/0, 6-23=-323/771, 14-17=0/2197, 13-17=1905/0, 13-18=0/1210, 11-18=-1060/0, 11-19=0/884, 10-19=849/0, 10-20=0/503, 9-20=-551/0, 9-22=-391/679 NOTES- 1) Unbalance floor live loads have been considered for this design. 2) All plates a e MT20 plates unless otherwise indicated. . 3) Plates chec ked for a plus or minus 0 degree rotation about its center. 4) Required 2 6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attache to walls at their outer ends or restrained by other means. 5) Gap betwe n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. , WAR NI q G - Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design va d for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss syem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �i p� building d Ign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y'iTek• Is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf lirmatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 c Job Truss Truss Type Qty Ply Pucket Residence T9607480 J32565 FL07 Floor 1 1 Job Reference (optional) -East Coast Tru Ft. Pierce, FL 34946 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Oct 04 11:49:45 2016 Page 1 ID:UN_LigBVAcXHjljeBHvargyWsbU-kDdVKLmw38Yx6ZblgJy_r1 KdanPCFtTZMjAIoZyWolK 0.4-1 • 1-5-4�, 2 1-5-13 OSca le = 1:40.9 i 3x3 = 3x6 FP = 6x6 4x8 = 3x4 = 3x3 = 3x6 FP = 3x3 = 3x3 = 3x4 = 4x8 — 6x6 1 2 3 4 5 6 7 8 9 10 11 12 o 7lo 25 24 23 22 21 20 19 18 17 16 15 14 13 3x3 1 5x6 = 4x4 = 3x4 = 3x3 = 1x4 II 1x4 II 3x3 = 3x4 = 4x4 = 4x6 = 3x3 II 3x8 M18SHS FP = 3x10 M18SHS FP = 12-10-14 0 - 1- D-1 4-4-1 6-10-1 9-4-1 10-10-14 1-10-14 146-2 17-0-2 18-6-2 22-a2 2 6.2 23 9- 1 o a- 1 -o z-s o 2-s o z s-o 1-6.12 1-0.0 1-ao 1-7-s z 6-o z-6-o 2-s o 1. 0 a3 LOADING (ps I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 4G Plate Grip DOL 1.00 TIC 0.98 Vert(LL) -0.56 19-20 >489 360 MT20 244/190 TCDL 1011Q Lumber DOL 1.00 BC 0.81 Vert(TL) -0.88 19-20 >313 240 M18SHS 244/190 BCLL 0 1 Rep Stress Incr YES WB 0.86 Horz(TL) -0.13 12 TIM n/a BCDL 5 0 Code FBC2014/TP12007 Matrix-S Weight: 127 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5,5-10: 2x4 SP No. 1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 285OF 1.8E(flat) *Except* 23-25: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=1261/0-3-12, 12=1261/0-3.0 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=138510, 2-3=3412/0, 3-4=4771/0, 4-6=5625/0, 6-7-5949/0, 7-8=5626/0, 8-9=-476410, 9-11=3390/0, 11-12=1372/0 BOT CHORD 23-24=0/2454, 22-23=0/4179, 21-22=0/5337, 20-21=0/5949, 19-20=0/5949, 17-19=0/5949, 16-17=0/5344, 15-16=0/4157, 14-15=0/2431 WEBS 6-20=-214/251, 1-24=0/1802, 2-24=1557/0, 2-23=0/1227, 3-23=-1073/0, 3-22=0/824, 4-22=-787/0, 4-21=0/561, 6-21=-784/115, 12-14=0/1786, 11-14=1542/0, 11-15=011226, runnroe_ 91075/0, 9-16=0/844, 8-16=-806/0, 8-17=0/554, 7-17=-781/118 1) Unbalancei I(floor live loads have been considered for this design. 2) All plates a e MT20 plates unless otherwise indicated. 3) Plates cheq ed for a plus or minus 0 degree rotation about its center. 4) Recommer d 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac Is to be attached to walls at their outer ends or restrained by other means. 5) Gap betwe yin inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: A „ditional permanent and stability bracing for truss system (not part of this component design) is always required. A WARN((ii G • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10/03/2015 BEFORE USE. • Design vapr�i�iI for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sy teem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always squired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication�I storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Job Truss Truss Type Qty Ply Pucket Residence T9607481 J32565 FLO8 Floor 1 1 Job Reference (optional) East Coast Trut Ft. Fierce, FL 34946 O.0 -I u S N,pF 4U ZUto rvu I en mausutes, III(;. I Utt UUr U'} I 1.4U.40 LU IU rdye I ID:UN_LigBVAcXHjljeBHvargyWsbU-CPAuXhmYpSgoj A000UDNFtggBjD_LGjaNwrKOyWolJ ' 0-4-1 2-0-0 1� 0 11 Ord Scale=1:39.4 6x6 '- 4x8 = 3x3 = 1 2 3 i 24 23 22 21 3x3 I 4x6 = 4x4 = 3x3 = 3x8 M18SHS FP = 3x3 = 3x3 = 34 = 4 5 6 3x3 = 7 34 = 3x6 FP = 4x8 — 6x6 — 8 9 10 11 20 19 18 17 16 15 14 13 12 3x3 = 1x4 II 1x4 II 3x3 = 3x3 = 4x4 = 4x6 = 3x3 II 3x8 M18SHS FP = 2x3 SP = LOADING (ps)) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40. Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.52 18-19 >505 360 MT20 244/190 TCDL 10.) Lumber DOL 1.00 BC 0.95 Vert(TL) -0.82 18-19 >323 240 M18SHS 244/190 BCLL 0 0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.14 11 n/a Na BCDL 5 0 Code FBC2014/TP12007 Matrix-S Weight: 124 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) *Except* except end verticals. 12-16: 2x4 SP No.1(flat), 16-22: 2x4 SP 285OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing: 15-17. REACTIONS, (lb/size) 1=1214/0-3-12, 11=121410-3-0 FORCES. (It Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1329/0, 2-3=-3260/0, 34=4521/0, 4-5=5294/0, 5-6=5507/0, 6-7=5294/0, 7-8=4517/0, 8-10=3245/0, 10-11=1321/0 BOT CHORD 22-23=0/2353, 21-22=0/3983, 20-21=0/5032, 19-20=0/5507, 18-19=0/5507, 17-18=0/5507, 15-17=015038, 14-15=013968, 13-14=012341 WEBS 5-19=-250/285, 6-18=-247/275, 1-23=0/1729, 2-23=-1492/0, 2-22=0/1160, 3-22=-1013/0, 3-21=01748, 4-21=711/0, 4-20=0/542, 5-20=-690/162, 11-13=0/1720, 10-13=-1484/0, 10-14=0/1157, 8-14=-1012/0, B-15=0/763, 7-15=-725/0, 7-17=0/534, 6-17=-683/162 NOTES- 1) Unbalancec I floor live loads have been considered for this design. ,2) All plates a e MT20 plates unless otherwise indicated. '3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommer}6 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac s to be attached to walls at their outer ends or restrained by other means. 5) Gap betwen inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. . 6) Warning: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. ® WARN G -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design va ll for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sy �em. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always 'quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatior 41 storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Ird Drination available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty Ply Pucket ResidenceT9607482 FJ32565 FL09 Floor 1 1 Job Reference o tional -East Coast Tru "s, Ft. Pierce, FL 34946 b.u1 u s Apr zu zul b Mt i eK inausmes, Inc. i ue uci u4 r1:4a:4I zui o rage I ID:UN_LigBVAcXHjljeBHvargyWsbU-gckGll nAalofLOgyk?SwSQ?2b2ejmpspl fPsSyWoll 0-4-1 • 1 1 3 i-� i 22 R:Z-91 Ogle = 1:38.0 6x6 1 25 24 3x3 I 4x6 = i v 3x3 = 4x8 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 3x6 FP = 3x8 - 6x8 - 2 3 4 5 6 7 8 9 10 11 12 I9 23 22 21 20 19 18 17 16 15 14 13 4x4 = 3x3 = 3x8 M18SHS FP = 1x4 11 3x3 = 4x4 = 4x8 = 3x3 II 2x3 SP = 3x3 = 1x4 II 3x3 = LOADING (pE SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.51 18 >512 360 MT20 244/190 TCDL lob Lumber DOL 1.00 BC 1.00 Vert(TL) -0.79 18-19 >327 240 M18SHS 244/190 BCLL 0 0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.12 12 n/a n/a BCDL 5 0 i Code FBC2014IrP12007 Matrix-S Weight: 120 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, 1-8,1-2: 2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.l (flat) 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 13-20: 2x4 SP 285OF 1.BE(flat) 2-2-0 oc bracing: 21-22 WEBS 2x4 SP No.3(flat) 1-4-12 oc bracing: 19-21. REACTIONS, (lb/size) 12=118610-3-0, 1=1190/0-3-12 FORCES. (11 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 1-2=-1300/0, 2-3=-3182/0, 3-4=-4395/0, 4-5=-5140/0, 5-6=-5286/0, 6-7=-5199/0, 7-9=4554/0, 9-10=-3458/0, 10-11=1504/0 BOT CHORD 23-24=0/2302, 22-23=0/3886, 21-22=0/4876, 19-21=0/5286, 18-19=0/5286, 17-18=0/5286, 16-17=0/4997, 15-16=0/4085, 14-15=0/2668 WEBS 5-19=-294/380, 6-18=-342/308, 1-24=0/1692, 2-24=-1460/0, 2-23=011126, 3-23=-984/0, 3-22=0/708, 4-22=-669/0, 4-21=0/567, 5-21=-705/206, 11-14=0/1958, 10-14=-1695/0, 10-1 5=0/1 010, 9-15=-879/0, 9-16=01652, 7-16=-616/0, 7-17=-2/506, 6-17=-608/285 ,NOTES- ' 1) Unbalance(I floor live loads have been considered for this design. 2) All plates a gg MT20 plates unless otherwise indicated. 3) Plates the Iked for a plus or minus 0 degree rotation about its center. 4) Recommerr}}d�� 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. StrongbacKto be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: A, ditional permanent and stability bracing for truss system (not part of this component design) is always required. WARN I ii G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev. 1010312015 BEFORE USE. ' Design va , J for use only with MITeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss sy am. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e building tl ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mii'Pk° is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inl rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 L y Job Truss Truss Type City Ply sidence T9607483 FJ.bReference J32565 FL10 Floor 1 1 (optional) -East Coast Tru Ft. Pierce, FL 34946 8.010 s Apr 20 2016 Mitek Industries, Inc. I ue UCt 04 11 A9:48 2u16 Nage 1 ID:UN_LigBVAcXHjljeBHvargyWsbU-BoleyNooL3xWz1 KsVRWhSgy8t?POSEh?2hPyPuyWolH 0-4-1 I --I 3-0 i 1r 5� i 2�1-5-8 a l ;� 0 l e = 1:36.5 I 1x4 II = 3x8 = 3x3 = 3x3 = 1x4 II 3x6 FP = 3x3 = 3x3 = 3x8 — 6x6 = 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 4x6 = 4x4 = 3x3 = 3x8 M18SHS FP = 3x3 = 3x3 = 3x4 = 5x6 = 3x3 II 3x3 = j 10-7-9 11-9-1 0 - 1 10.1 4-4-1 6.10.1 9-6-1 9- 9 11-7-9 14-6-9 16-11-9 19-5.9 22 111 9 2 - 2 0.4- -0 2-1 2.6.0 2-8-0 0- -81-0.0 1-0-00- -8 2-8-8 2-6-0 2-6.0 1.6-0 0.3- LOADING (ps) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40. Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.43 17 >582 360 MT20 244/190 TCDL 10.51 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.67 17 >373 240 M18SHS 244/190 BCLL 010 Rep Stress Incr YES WB 0.89 Horz(TL) -0.10 12 n/a n/a BCDL 5 Q Code FBC2014/TPI2007 Matrix-S Weight: 115 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-7: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.1(flat) *Except* j 13-19: 2x4 SP 2850F 1.8E(flat) WEBS 2x4 SP Nd.3(flat) REACTIONS. (lb/size) 12=1139/0-3-0, 1=1144/0-3-12 J FORCES. (I -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1243/0, 2-3=3030/0, 34=4145/0, 4-5=4874/0, 5-6=4874/0, 6-B=-4874/0, 8-9=4294/0, 9-10=3287/0, 10-11 =-1 439/0 BOT CHORD 21-22=0/2202, 20-21=0/3689, 18-20=0/4580, 17-18=0/4874, 16-17=0/4681, 15-16=0/3872, 14-15=0/2550 WEBS 5-18=-327/0, 6-17=285/12, 1-22=0/1619, 2-22=1396/0, 2-21=0/1060, 3-21=922/0, 3-20=01635, 4-20=605/0, 4-18=92/747, 11-14=0/1873, 10-14=-1619/0, 10-15=0/941, 9-15=-821/0, 9-16=0/587, 8-16=-537/0, 8-17=-179/658 NOTES- 1) Unbalancec floor live loads have been considered for this design. '2) All plates atl MT20 plates unless otherwise indicated. 3) Plates cheId' ed for a plus or minus 0 degree rotation about its center. 4) Recomme 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacto be attached to walls at their outer ends or restrained by other means. '■ 5) Gap betwe �n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: A ,ditional permanent and stability bracing for truss system (not part of this component design) is always required. AWARNI'� G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' Design va 11 for use ontywith MiTekO connectors. This design is based onlyupon parameters shown, and is for an individual building component, not a truss sy tem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always ' quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Inl ration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Pucket Residence T9607484 J32565 FL11 Floor 1 1 Job Reference (optional) -East Coast Tfu , Ft. Pierce, FL 34946 6.U1 U S Apr zu zul ti MI I etc Inaustrles, Inc. I ue uct u4 11:49:4a zul t3 rage ll ID:UN_LigBVAcXHjljeBHvargyWsbU-c s09jpQ6N3NaBv3391w?tVLfOlUBjd9GKBVxLyWoIG 0A-1 1.0 0-11-14 2-0-0 1-0-6 0 3- 6x6 1 22 3x3 lit 1x4 II 3x3 = i 3x8 = 3x3 = 3x3 = 1x4 II 3x6 FP = 3x3 = 3x8 — 6x6 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 46 = 4x4 = 3x8 M18SHS FP = 3x3 = 3x3 = 4x4 = 4x6 = 3x3 I I 3x3 = 3x3 = 10-2-7 11.3.15 0 - 10-11 4-4-1 i610.1 9-0.15 9447 11.2-7 13-7-5 16-1-5 18-7-5 20.1-5 20 - 4 0-4- -6-0 2.6-0 2-&0 2-2-14 0- -8 1-0.0 1-0.00• -8 2.3.6 2-&0 2-EO 1-6-0 0-3- LOADING (p 11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.34 16-17 >693 360 MT20 244/190 TCDL 109 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.53 16-17 >443 240 M18SHS 244/190 BCLL OP Rep Stress Incr YES WB 0.72 Horz(TL) -0.09 11 n/a n/a BCDL 5 0 Code FBC2014/rP12007 Matrix-S Weight: 111 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No. I(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. REACTIONS. (lb/size) 1=1074/0-3-12, 11=1074/0-3-0 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1160/0, 2-3=-2801/0, 3-4=-3779/0, 4-5=-4294/0, 5-6=-4294/0, 6-8=-4294/0, 8-9=-3779/0, 9-10=-2800/0, 10-11=1160/0 BOT CHORD 20-21=0/2053, 19-20=0/3393, 17-19=0/4140, 16-17=0/4294, 15-16=0/4140, 14-15=013393, 13-14=0/2053 WEBS 5-17=-332/36, 6-16=-323/33, 1-21=0/1510, 2-21=1300/0, 2-20=0/956, 3-20=829/0, 3-19=0/536, 4-19=514/0, 4-17=458/609, 11-13=0/1510, 10-13=-1300/0, 10-14=0/956, 9-14=-830/0, 9-15=0/537, 8-15=-508/0, 8-16=459/604 NOTES- 1) Unbalancei floor live loads have been considered for this design. 2) All plates a MT20 plates unless otherwise indicated. 3) Plates the ed for a plus or minus 0 degree rotation about its center. 4) Recomme tl 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac s to be attached to walls at their outer ends or restrained by other means. '5) Gap betwe n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: Ab ditional permanent and stability bracing for truss system (not part of this component design) is always required. I ®WARN G -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design va id for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss sy+em. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always !quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In ration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 0 r Job Truss Truss Type Qty Ply Pucket Residence T9607485 J32565 FL12 Floor 1 1 Job Reference o tional 'East Cog st 04-1 H Ft. Pierce, FL 34946 ts.ulu s Apr zu zulo mu i eK mausines, Inc. i ue uct u4-i-r.4a:4a zuto rage I ID:UN_LigBVAcXHjIjeBHvargyWsbU-c s09jpQ6N3NaBv3391w7tVQYOnPBk09GK8VxLyWoIG- 1-2-4 i2-0-0� i 11 2 12 Or3-A $tale = 1:33.5 3x3 = 3x8 = 4x4 = 1x4 II 3x3 = US FP = 3x3 = 3x8 — 6x6 — 2 3 4 5 6 7 8 9 10 19 20 19 18 1716 15 14 13 12 11 4x6 = 3x4 = 3x4 = 3x8 M18SHS FP = 3x3 = 3x4 = 4x6 = 3x3 II 1x4 II 3z3 = 7-10-14 -0- 41- r10-1 4-4.1 6-9-6 6-1 14 8-10-14 10-3-2 12-9-2 15-3-2 17-9.2 19-32 1 1 i-6-0 2-6-0 2.5-0 0.418 1-0.0 1-0-0 1-4-4 2-6-0 2-6-0 2-ri0 14i-0 3- Plate Offsets Y — 18:0-1-8 Ed e LOADING (pslj SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40 0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.34 15-17 >660 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.53 15-17 >424 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.07 10 n/a n/a BCDL 5.6 Code FBC2014/rP12007 Matrix-S Weight: 107 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) `Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-7: 2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP 285OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=1027/0-3-12, 10=1027/0-3-0 I FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1120/0, 2-3=-2612/0, 3-4=3770/0, 4-5=3770/0, 5-6=-3910/0, 6-8=-3542/0, 8-9=2645/0, 9-10=-1106/0 BOT CHORD 19-20=0/1962, 18-19=0/3193, 17-18=0/3770, 15-17=0/3770, 14-15=0/3890, 13-14=0/3184, 12-13=0/1958 WEBS 4-18=-438/0, 5-17=-304/28, 1-20=0/1458, 2-20=1225/0, 2-19=01831, 3-19=814/0, 3-18=0/995, 10-12=0/1440, 9-12=-1240/0, 9-13=0/879, 8-13=-754/0, 8-14=0/499, 6-14=-484/0, 6-15=-120/273, 5-15=-260/416 NOTES- 1) Unbalance floor live loads have been considered for this design. '2) All plates a le MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommen 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongback to be attached to walls at their outer ends or restrained by other means. . 5) Gap betwe ° inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) Waming: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. ® WARNI G - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design vat �,y, for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �® a truss sy, M. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IN, building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf i�mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t Job Truss Truss Type Qty Ply Pucket Residence T9607486 J32565 FL13 Floor 1 1 Job Reference (optional) East Coast Tru 5, Ft. Pierce, FL 34946 d.uiu s Apr zu zu io rvn t eK muusmes, inc. r ue vct D14 r r:-ra:ou zu to rdye r, ID:UN_LigBVAcXHjljeBHvargyWsbU-4BQON3g2tgBECKUFdsY9Y52Vxo6Yw701V u3TnyWolF os-s H PA ' -0 RZL-1_11 i 2-0-0 J�91� 0L3�9 r� $ le = 1:38.6 6x6 1 25 3x3 V 4x8 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 2 3 4 5 6 7 24 23 22 21 20 19 18 17 4x6 = 4x4 = 3x3 = 3x3 =1x4 II 3x8 M18SHS FP = 1x4 II 3x3 = 3x3 = 3x6 FP = 3x8 = 8 9 10 16 15 3x3 = 4x4 = 6x8 = 11 12 14 13 4xB = 3x3 II LOADING (ps SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.) Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.54 18 >493 360 MT20 244/190 TCDL 10.5 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.84 18-20 >315 240 M18SHS 244/190 BCLL 0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.13 12 n/a n/a BCDL 5 Code FBC20141TPI2007 Matrix-S Weight: 122 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-9: 2x4 SP No.2(flat) except end verticals. BOT CHORD ! 2x4 SP 285OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 12=1208%0-3-0, 1=1212/0-3-2 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1326/0, 2-3=-3252/0, 3-4=4510/0, 4-5=-5289/0, 5-6=-5484/0, 6-7=-5361/0, 7-8=4669/0, 8-10=-3515/0, 10-11 =-1 520/0 BOT CHORD 23-24=0/2349, 22-23=0/3976, 21-22=0/5014, 20-21=0/5484, 18-20=0/5484, 17-18=0/5484, 16-17=0/5149, 15-16=0/4163, 14-15=0/2697 WEBS 5-20=-256/331, 6-18=-301/286, 1-24=0/1727, 2-24=1489/0, 2-23=0/1156, 3-23=1013/0, 3-22=0/742, 4-22=-702/0, 4-21=0/567, 5-21=-705/165, 11-14=0/1979, 10-14=-1713/0, 10-15=011044, 8-15=-910/0, 8-16=0/704, 7-16=-668/0, 7-17=0/511, 6-17=-624/249 NOTES- ,1) Unbalancec floor live loads have been considered for this design. 12) All plates at e MT20 plates unless otherwise indicated. 3) Plates chec ed for a plus or minus 0 degree rotation about its center. 4) Recommeril 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong back; to be attached to walls at their outer ends or restrained by other means. 5) Gap betwee n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. A WARNI 5- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design val �d for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss sy 'em. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building de gn. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always r luued for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf motion available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 L Job Truss Truss Type Qty Ply Placket Residence T9607487 J32565 FL14 Floor 1 1 Job Reference (optional) -East Coast Tru s, Ft. Pierce, FL 34945 a.vw s /Apr cO cu 10 tvn i erc muubmes, mc. i ue Uu lay i ryd:o 1 cv io rd9e 1 I D: U N_LigBVAcXHj IjeBHvargyWsbU-YN_naPgge_J5gU2 RBa3O41 afp CT Wfa8 SkedcO Dy Wo IE 0-3-9H 30 �' 2�� D le = 1'37.1 7x6 1 2 25 3x3 r 4x8 = 3x3 = 3x3 = 4x4 = 4x4 = 3x3 = 3 4 5 6 7 8 24 23 22 21 20 19 18 17 5x6 = 4x4 = 3x3 = 2x3 11 3x8 M18SHS FP = 4x4 = 2x3 II 4x4 = 3x3 = 3x6 FP = 4x8 = 9 10 11 16 15 3x3 = 4x4 = 14 13 5x6 = 3x3 II 10-9-10 12-3.11 0 3- 9-9 4-3-9 6-9-9 9-3-9 9-1 11 9-10 149-11 17-3-11 19-9-11 21-3.11 2 -7 0-3- '-'6-0 2-6-0 2-6-0 2-6-0 6.1 1-0-0 1-0.0 6.1 2-6-0 2-6-0 2-6-0 D-3- Plate Offsets Y — 6:0-1-8 Ede 7:0-1-8 Ede 18:0 1-8 0-0-0 20:0-1-8 Ed e LOADING (p Q SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.47 20 >545 360 MT20 244/190 TCDL 10 0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.73 18-20 >349 240 M18SHS 244/190 BCLL 00 Rep Stress Incr YES WB 0.91 Horz(TL) -0.12 12 n/a n/a BCDL 5 0 Code FBC2014/TP12007 Matrix-S Weight: 119 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 285OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) I REACTIONS. (lb/size) 1=116110-3-0, 12=1165/0-3-0 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1469/0, 3-4=3366/0, 4-5=-4411/0, 5-6=5014/0, 6-7=5060/0, 7-8=4965/0, 8-9=4254/0, 9-11=3080/0, 11-12=-125710 BOT CHORD 23-24=0/2605, 22-23=0/3969, 21-22=0/4826, 20-21=0/5060, 18-20=015060, 17-18=0/5060, 16-17=0/4720, 15-16=0/3761, 14-15=0/2226 WEBS 6-20=439/385, 7-18=-365/459, 2-24=0/1912, 3-24=-1654/0, 3-23=0/973, 4-23=846/0, 4-22=0/614, 5.22=-578/0, 5-21=-26/507, 6-21=646/382, 12-14=0/1637, 11-14=1411/0, 11-15=0/1092, 9-15=-954/0, 9-16=0/686, 8-16=649/0, 8-17=01559, 7-17=-742/287 NOTES- 1) Unbalancec floor live loads have been considered for this design. 2) All plates ai e MT20 plates unless otherwise indicated. •3) Plates the �ed for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac s to be attached to walls at their outer ends or restrained by other means. 5) Gap betwe yin inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. % 6) Warning: A „ditional permanent and stability bracing for truss system (not part of this component design) is always required. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE USE Design va P for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss sy am. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building d ign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety In rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 36610 fr Job Truss Truss Type City Ply Pucket Residence T9607488 J32565 FL15 Floor 1 1 Job Reference (optional) -East Coast Tru s, Ft. Pierce, FL 34946 8.u1 u s Apr zu zulti MI I etc industries, Inc. i ue uct ua i 1:4v:bz zu t u rage i ID:UN_LigBVAcXHjljeBHvargyWsbU-OZY9olrJPl RyRedekHbddV7rfcIP02AbzlNAYfyWoID 0-3-9 H -3-0 1� 2-8 i 2� 1-2-8 DeN � ��t le = 1:35.6 1x4 II 3x3 = 3x3 = 3x3 = 1x4 I I 3x6 FP = 3x3 = 3x4 = 3x3 = 6x6 — 5 6 7 8 9 10 11 12 13 14 15 I 24 23 22 21 20 19 18 17 16 3x4 = 3x3 = 3x8 M18SHS FP = 3x3 = 3x3 = 3x4 = 5x6 = 3x3 II 3x3 = 10-4-9 11-6-1 LOADING (p SPACING- 2-0-0 CSI. DEFL., in (loc) I/defl L/d PLATES GRIP TCLL 4011 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.42 20-21 >591 360 MT20 244/190 TCDL 10 0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.66 20-21 >379 240 M18SHS 244/190 BCLL 0 0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.07 15 n/a n/a BCDL 56 Code FBC2014rrP12007 Matrix-S Weight: 109 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E(flat) 'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-3,13-15: 2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No. 1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS l 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=113710-2-11, 15=1137/0-2-11 FORCES. (11 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=1388/0, 4-5=3216/0, 5-6=-4273/0, 6-7=4857/0, 7-8=4857/0, 8-10=4857/0, 10-11 =-4273/0,11-12=-3216/0, 12-14=-1388/0 BOT CHORD 24-25=0/2560, 23-24=013849, 21-23=0/4670, 20-21=0/4857, 19-20=0/4670, 18-19=0/3849, 17-18=0/2560 WEBS 7-21=-339/47, 8-20=339/47, 2-25=0/1807, 4-25=1629/0, 4-24=0/913, 5-24=88110, 5-23=0/590, 6-23=552/0, 6-21=-177/664, 14-17=0/1807, 12-17=-1629/0, 12-18=0/913, 1 1-18=-881/0,11-19=0/590, 10-19=-552/0, 10-20=-177/664 NOTES- 1) Unbalancec I floor live loads have been considered for this design. P2) All plates ale MT20 plates unless otherwise indicated. •3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 15. 5) Recomme 6 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbac , to be attached to walls at their outer ends or restrained by other means. ". 6) Warning: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. ® WARNI G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design va , I for use only with Mirek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss sy em. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pi�Y�' building d ign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iiAiTek� Is always cluired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf iirmatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t If Job Truss Truss Type Qty Ply Pucket Residence T9607489 J32565 FL16 Floor 2 1 Job Reference o tional V cast Coast Ft. Pierce, FL 34946 6.u1U s Apr zu zU1 b mi i eK mausines, inc. I ue uct u4 ­l 1:aa:oz zui n rage! ID:UN_LigBVAcXHiijeBHvargyWsbU-OZY9olrJPIRyRedekHbddV72tc iOENbzlNAYfyWoID 0-3-7 5x5 = 3x6 II 1x4 II 3x3 = 5x5 = 0-11-0 i i 0-6-0 i 1-3-0 I 00-3-8 �� 2 3 � 4 5 6' Scale:l.5"=1' 3x3 11 3x3 = 3x3 = 10 9 8 LOADING (p '1) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40 U Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 8 >999 360 TCDL 100 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.00 8 >999 240 BCLL 00 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 6 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix-S LUMBER- BRACING - 3x3 11 7 PLATES GRIP MT20 244/190 Weight: 29 lb FT = O%F, O%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=174/0-3-0, 1=174/0-2-15 FORCES. (I ) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalancec floor live loads have been considered for this design. 2) Plates chec ed for a plus or minus 0 degree rotation about its center. 3) Provide me :hanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommen 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongback to be attached to walls at their outer ends or restrained by other means. 5) Gap betwe inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: A ditional permanent and stability bracing for truss system (not part of this component design) is always required. &WARNI IG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design val it for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss sy lam. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building tl ign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Int i�rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Pucket Residence T9607490 J32565 FL17G Floor Girder 1 1 Job Reference (optional) 'East Coast Ft. Pierce, FL 34946 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Oct 04 11:49:53 2016 Page 1 I D: U N_Lig BVAcXHjlje B HvargyWsbU-Vm6X?4sxAbZp3oCgl?6sgjmLOKL7iIIBy6j46yWol C 0-3-9 5x5 = 3x3 = 3x6 = 1 �2� i 0-6-4 3 1-3-0 41 THA422 Scale = 1:9.5 3x3 13x3 = 7 6 5 3X3 11 LOADING (p SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40 0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 10�0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.04 7 >664 240 BCLL OII O Rep Stress Incr NO WB 0.01 Horz(TL) 0.03 5 n/a n/a BCDL 5[ Code FBC2014/TP12007 Matrix-S Weight: 20lb FT=O%F,O%E LUMBER- J BRACING - TOP CHORD ! 2x4 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins, 1-4: 2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 5=325/Mechanical, 1=1046/0-2-11 FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-321/0 NOTES- 1) Plates the ad fr a plus or minus 0 degree rotation about its center. 2) Refer to gir �er(s)ofor truss to truss connections. 3) Provide meltII hanical connection (by others) of truss to bearing plate at joint(s) 1. 4) RecommeriI 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong back II to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, o not erect truss backwards. 16) Use Simps 'n Strong -Tie THA422 (6-16d Girder, 6-1 Od Truss) or equivalent at 0-8-9 from the left end to connect truss(es) to back face of top chord. 7) Fill all nail I 'Pies where hanger is in contact with lumber. 8) Warning: A Jditional permanent and stability bracing for truss system (not part of this component design) is always required. .t 9) In the LOA1 CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE S) Standard 1) Dead + Flo''r Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Lo ds (plf) Ve 1 : 5-7--10, 1-2=-100, 2-4=100 Concentrat h d Loads (lb) Ve rt:2=1107(B) ® WARM IG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. ■■ Design va iI for use only with M7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss sy em. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building d ign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is ahvaya quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, see ANSf/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Int rmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing fortruss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. �'�11 c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 16 T 4 WEBS car O O U �y, ��� 3 p ' wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 6 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. 00 p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 c6-7 CS-6 E designer, erection supervisor, property owner and plates 0- 'h6' 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 ' Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIfrPI 1. software or upon request. NUMBERS/LETTERS. e. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for [CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 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 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise: number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable Egienvironmental, health or performance risks. Consult with Industry Standards' project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words — ate Connected Wood Truss Construction. -- __Bate -- --- ------ -- - — - and pictures) before use. Reviewing pictures alone DSB-89: Design btanaara tor Bracing. -- -js-notsufficien BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with i Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. - Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 s