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TRUSS 10-6-17
Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. '-M iTe ko RE: J33279 - Groenwoldt Res./Garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. ampa, FL 33610-4115 Customer Info: Eddie Groenwoldt Project Name: Groenwoldt Res./Garage Model: . Lot/Block: . Subdivision: . Address: xxx Gullitti PL., . City: Port St. Lucie State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: Greneral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special y Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date 1 1 T1 2194342 1 A01 G 1 10/6/17 12 1 T1 2194343 1 A02 1 10/6/17 1 13 1 T12194344 1 A03 1 10/6/17 14 1 T12194345 1 A04 1 10/6/17 15 1 T12194346 I A05 1 10/6/17 1 6 T12194347 -CJ1 10/6/17 17 T12194348 -CJ3 1 10/6/17 8 T12194349 -CJ5 10/6/17 19 1 T12194350 1 -EJ7 1 10/6/17 110 T12194351 1 -HJ7 1 10/6/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to 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 designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. %�� U I N VFW♦♦♦♦i 'DENS C��♦♦♦. - 68182 �?3 S TAT E OF IJ N_�� �111111f J quin Velez PE No.68182 M k U A, Inc. FL Cert6634 690a Pa ke East Blvd. Tampa FL 33610 October 6,2017 Velez, Joaquin 1 of 1 Job Truss Truss Type City, Ply Groenwoldt Res./Garage T12194342 J33279 A01G Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:29 2017 Page 1 ID:D7xdKm3z8dwOT5ON3RWssSziKzT-rp4VH91gfHOxR8LRfTgoU wpsp72AZJfoRyx4fyVNm 3-9-14 7-0-0 11614 16-0-0 205-2 25-0-0 28-2-2 32-0-0 33-4-0, 3-9-14 3-2-2 45-14 45-2 45 2 45-14 3-2-2 3-9-14 1 4-0 7x10 = 3x4 = 2x4 II 6x6 =3x4 = 7x10 = s nn Scale=1:56.5 ch ch 2 Ii 17 31 3216 33 34 75 35 36 1437 38 10 4x8 = 3x4 = 3x8 = 10x10 = 3x8 = 3x4 = 4x8 = 3-9-14 7-0-0 115-14 16-0-0 205-2 25-0-0 28 2-2 32-0-0 r 3 9-14 3-2-2 45-14 45-2 45-2 4-0 14 3 2-2 3 9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC - 0.69 Vert(LL) 0.63 15 >606 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -1.00 15 >386 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Weight: 200 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins. 4-7,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. BOT CHORD 2x6 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2417/0-8-0, 11=2417/0-8-0 Max Horz 2=121(LC 7) Max Uplift 2=-1460(LC 8), 11=-1460(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5702/3346, 3-4=-5543/3247, 4-5=-7016/4221, 5-6=-7561/4540, 6-8=7561/4540, 8-9=7018/4222, 9-10=-5544/3248, 10-11=-5703/3347 BOT CHORD 2-17=-2981/5238, 16-17=-2846/5134, 15-16=-4018/7011, 14-15=-4019/7013, 13-14=-2847/5135, 11-13=-2982/5240 WEBS 4-17=-214/699, 4-16=-1383/2269, 5-16=-995/735, 5-15=-383/695, 6-15=-481/425, 8-15=-382/693, 8-14=-995/735, 9-14=-1383/2269, 9-13=-214/699, 3-17=-290/277, 10-13=-290/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joints) 4, 9, 15. 5) Plate(s) at joint(s) 4 and 9 checked for a plus or minus 2 degree rotation about its center. 6) Plate(s) at joint(s) 7, 2, 17, 16, 5, 6, 8, 14, 13, 11, 3 and 10 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 15 checked for a plus or minus 1 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connectiQn (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1460, 11=1460, Continued on pace 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN 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 Groenwoldt Res./Garage T12194342 J33279 A01G Hip Girder 2 1 Job Reference o 8onal East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:14:29 2017 Page 2 ID:D?xdKm3z8dwOT5ON3RWssSziKzT-rp4VH91gfHOxR8LRf rgoU_wpsp72AZJfoRyx4fyW Vwu NOSES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 176 lb up at 7-0-0. 143 lb down and 169 lb up at 9-0-12, 143 lb down and 169 lb up at 11-0-12, 143 lb down and 169 lb up at 13-0-12, 143 lb down and 169 lb up at 15-0-12, 143 lb down and 169 lb up at 16-11-4, 143 lb down and 169 lb up at 18-11-4, 143 lb down and 169 lb up at 20-11-4, and 143 lb down and 169 lb up at 22-11-4, and 143 lb down and 176 lb up at 25-0-0 on top chord, and 346 lb down and 185 lb up at 7-0-0, 81 lb down and 25 lb up at 9-0-12, 81 Ib down and 25 lb up at 11-0-12, 81 lb down and 25 lb up at 13-0-12, 81 lb down and 25 lb up at 15-0-12, 81 lb down and 25 lb up at 16-11-4, 81 lb down and 25 lb up at 18-11-4, 81 lb down and 25 lb up at 20-11-4, and 81 lb down and 25 lb up at 22-11-4, and 346 lb down and 185 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 14=54, 4-9=54, 9-12=54, 2-11=20 Concentrated Loads (lb) Vert: 4=-115(F) 7=115(F) 9=115(F) 17=343(F) 13=-343(F) 22=-115(F) 23=-115(F) 24=-115(F) 26=115(F) 27=115(F) 29=-115(F) 30=115(F) 31=-61(F) 32=61(F) 33=-61(F) 34=61(F) 35=61(F) 36=-61(F) 37=-61(F) 38=61(F) / r WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use onlywith MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not t• a truss system. Before use. the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply GroenwoldtResJGarage T12194343 J33279 A02 ROOF TRUSS 2 1 Job Reference o tional Last Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Oct 5 09:14:36 2017 Page 1 ID:D?xdKm3z8dwOT5ON3RWssSziKzT-89081Y037RuxnDNnZRIRGTizreQUJdhP09pgmyW Vwn 1�-0 4-9-14 9-0-0 11-11-8 16-M 20-043 23-0-0 27-2-2 32-0-0 ,33A-0, r1 4-0 4-9 14 4-2-2 2-11 8 4-0 8 4-0 8 2-11.8 4-2-2 4-9-14 s nn P7 4x8 = 1x4 II 1x4 II 4x8 = r a 23 24 7 Scale = 1:56.5 16 14 13 11 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = 4x4 = 3x4 = 4x4 = 9-0-0 11-11-8 16-0-0 20-0-8 23-0-0 32-0-0 9-0-0 2-11-8 4-0.8 4-0-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.32 13-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.72 13-14 >532 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.14 9 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Attic -0.18 13-14 565 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1326/0-8-0, 9=132610-8-0 Max Horz 2=151(LC 6) Max Uplift 2=684(LC 8)', 9=684(LC 8) Max Grav 2=1366(LC 14), 9=1366(LC 15) PLATES GRIP MT20 244/190 Weight: 149 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2656/1247, 34=2399/1069, 4-5=2670/1208, 5-6=-2670/1206, 6-7=2670/1208, 7-8=2400/1069, 8-9=-2658/1247 BOT CHORD 2-16=-1034/2504, 14-16=782/2269, 13-14=960/2710, 11-13=-782/2157, 9-11 =-1 034/2394 WEBS 3-16=263/277, 4-16=71/276, 7-11=71/276, 8-11=-265/277, 5-14=-526/269, 4-14=299/985, 6-13=-526/269, 7-13=-299/986 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6. 6-7 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except M=lb) 2=684, 9=684. 10) This truss design requires that a minimum of 7/1 &'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Verily desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/02/2015 BEFORE USE. • Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Groenwoldt Res./Garage T12194344 J33279 A03 ROOF TRUSS 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 1-4-0 r 5.9-14 5-2-2 0-11-9 4-0-8 5x5 = 1x4 II 4 5 23 6.1:tU s bep 1 b LU7 I MI I eK Inausrnes, Inc. I nu Vcr b UU:14:41 GU1 I rage 1 ID:D?xdKm3z8dwOT5ON3RWssSziKzT-V6D1oFSCazXEt GIM tczWQn7f6a 50QYItaVzvWVwi 4-0-8 0-11-8 5-2-2 5-9-14 1 4 0 Scale = 1:56.5 1x4 II 5x5 = 24 6 7 16- 14 13 -- 11 3x4 — 3x4 = 4x4 = 3x4 = 3x4 = 4x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.36 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.73 13-14 >523 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Attic -0.28 13-14 378 360 Weight: 155 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 12-15: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1306/0-8-0, 9=1306/0-8-0 Max Horz 2=180(LC 7) Max Uplift 2=-696(LC 8), 9=-696(LC 8) Max Grav 2=1359(LC 14),9=1359(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2621/1194, 3-4=-2638/1319, 4-5=2144/1030, 5-6=-2172/1049, 6-7=2144/1030, 7-8=2640/1319, 8-9=2622/1194 BOT CHORD 2-16=-974/2485, 14-16=-706/2144, 13-14=-757/2218, 11-13=-706/2049, 9-11=974/2352 WEBS 3-16=-273/282, 8-11=273/282, 5-14=930/315, 6-13=930/315, 4-16=359/501, 4-14=273/1141, 7-11=-359/501, 7-13=273/1141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 6-7 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=696, 9=696. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - V fify design parametersand READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7477 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Cdteda, DSB-89 and BCSI Building Component 6904 Padre 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 Groenwoldt Res./Garage T72194345 J33279 A04 ROOF TRUSS 2 1 Job Reference lo tional East Coast Truss, Ft. Pierce, FL - 34946. BAK s sep 1 o zu1 I ant I eK mausmes, Inc. I nu uct o uv:14:4/ zu1 f rage 1 ID:D7xdKm3z8dwOT5ON3RWssSziKzT-JGAJ3J WzPpHNbvjujF_ODnfxA3CxOk5JxEKujdyWvwc 1 4-0 6-9-14 11-11 8 d 3-0-q 19-0-0 20-0 8, 25-2-2 32-M ,33-0-0 , 1 4-0 6 9-14 5 1-10 1-0 8 6-0-0 1-0 8 5 1-10 6-9-14 1 4-0 Scale = 1:56.5 V 3x4 %8x6 = 8x8 = 3x4 4 5 25 26 6 7 15 '- 14 1a -- 11 3x4 — 1x4 II 4x4 = 3x4 = 3x4 = 4x4 = lx4 II 3x4 = -6-9-14 11-11-8 13-0-0 19-M 20-041, LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.51 BC 0.85 WB 0.72 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Vdeft Ud -0.46 11-13 >830 240 -0.65 13-14 >590 180 0.13 9 n/a n/a -0.37 13-14 274 360 PLATES GRIP MT20 244/190 Weight: 154 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 4-7 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1298/0-8-0, 9=1298/0-8-0 Max Horz 2=209(LC 7) Max Uplift 2=-701(LC 8), 9=701(LC 8) Max Grav 2=1343(LC 14), 9=1343(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2552/1179, 3-4=-2156/1011, 4-5=-912/485, 5-6=874/468, 6-7=-912/485, 7-8=2156/1011, 8-9=-2554/1179 BOT CHORD 2-16=948/2438, 14-16=-948/2438, 13-14=-667/1997, 11-13=-948/2284, 9-11=-948/2284 WEBS 4-14=-122/495, 3-14=557/325, 7-13=-122/495, 8-13=557/325, 4-17=11149/538. 17-18=-1110/535,7-18=-1149/538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-17, 17-18, 7-18 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=701, 9=701. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. AWARN/NG - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tiumas and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply Groenwoldt Res./Garage T12194346 J33279 A05 ROOF TRUSS 2 1 Job Reference o 8onal `East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:14:54 2017 Page 1 ID:D?xdK.m3z8dwOT5ON3RWssSziKzT-cc5yXicMmz90x IFdDcf?GS8uuakXsWKYgWmTjyWVWV -1-4-0 7-9-14 11-11-8 15-0-0 17-0-0 20-0.8 24-2-2 32-0-0 33-4-0 1-4-0 7-9-14 4-1-10 3-M 2-0-0 3-0 8 4-1-10 7-9-14 14-0 'i 5.00 12 44 = 4x4 = Scale = 1:57.4 18 16 15 13 4x4 = 1x4 II 4x4 = 3x4 = 3x4 = 4x4 = 1x4 II 4x4 = 11-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.46 13-15 >831 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.66 15-16 >585 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Attic -0.38 15-16 262 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1298/0-8-0, 11=1298/0-8-0 Max Horz 2=238(LC 7) Max Uplift 2=-701(LC 8), 11=-701(LC 8) Max Grav 2=1339(LC 14), 11=1339(LC 15) 32-M 7-9-14 PLATES GRIP MT20 2441190 Weight: 156 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2464/1132, 3-5=2135/1010, 5-6=-576/319, 6-7=508/326, 7-8=576/319, 8-10=2135/1010. 10-11=2466/1132 BOT CHORD 2-18=890/2368, 16-18=-890/2368, 15-16=650/1981, 13-15=-890/2192, 11-13=-890/2192 WEBS 5-16=160/535, 3-16=560/312, 8-15=160/536, 10-15=-560/312, 5-19=1470/706, 19-20=-14611705,8-20=-1470/706 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been•designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-19, 19-20, 8-20 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joints) except (jt=lb) 2=701, 11=701. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Vedl y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Groenwoldt ResJGarage T12194347 J33279 —CJ1 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:14:07 2017 Page 1 ID:D?xdKm3z8dwOT5ON3RWssSziKzT-UalBgdl tgWE2omfCNrGdbL?A6)dGOpNQkOdnKxyWVxE -1-4-0 1-M 1-0-0 1-0.0 1, r LOADING (psf) SPACING- 2-0-0 CSI. . TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-0/Mechanical, 2=157/0-8-0, 4=12/Mechanical Max Horz 2=68(LC 8) Max Uplift 3=-1(LC 5), 2=-190(LC 8), 4=12(LC 1) Max Grav 3=16(LC 8), 2=157(LC 1), 4=37(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.7 2x3 = DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(TL) 0.00 5 >999 180 Horz(Q 0.00 4 n/a n/a Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ' II; Exp C; Encl., GCpi=0.18; MWFRS (directionao; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will id between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable,of withstanding 100 lb uplift at joint(s) 3, 4 except at --lb) 2=190. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Groenwoldt ResJGarage T12194348 J33279 -CJ3 Jack -Open 8 1 Job Reference o gonal East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:11 2017 Page 1 ID:D7xdKm3z8dwOT5ON3RWssSziKzT-NL?iV750ullUHNz chLZIBAr5Z5yydM7fdb_TiyWVxA V 1.4-0 3-0-0 1 4 0 3-0-0 Scale= 1:10.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL., in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) ' 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-8-0, 4=32/Mechanical Max Harz 2=111(LC 8) Max Uplift 3=-50(LC 8), 2=167(LC 8), 4=-1(LC 5) Max Grav 3=63(LC 13), 2=197(LC 1). 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except Qt=lb) 2=167. ®WARNING - Verily design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10103a016 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Groenwoldt Res./Garage T12194349 J33279 -CJ5 Jack -Open 8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:16 2017 Page 1 ID:D7xdKm3z8dwOT5ON3RWssSziKzT-jJoaZiBWjHNnNgrxOExlSFtf9ak_dublovJIBM Wx5 -14-0 5-0-0 - - 1-0-0 5-0-0 Scale = 1:15.0 2x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.44 BC 0.38 WB 0.00 Matrix -AS DEFL. in Vert(LL) 0.03 Vert(TL) -0.07 Horz(TL) 0.00 (loc) l/defl. L/d 4-7 >999 240 4-7 >863 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. - BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=115/Mechanical, 2=264/0-8-0, 4=58/Mechanical Max Horz 2=156(LC 8) Max Uplift 3=-102(LC 8), 2=-187(LC 8), 4=3(LC 8) Max Grav 3=119(LC 13), 2=264(LC 1),A=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=102, 2=187. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,&WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bract g of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street; Sulle 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Groenwoldt ResJGarage T12194350 J33279 -EJ7 Jack -Open 20 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:14:19 2017 Page 1 I D:D7xdKm3z8dwOT5ON3RWssSziKzT-8tUjBkBP7CIMEcaW4NUS4tV2pnf4gELBUOCPIFyWVx2 r -1 -4-0 7-M 1� 7-M 3x3 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 7-0-0 CSI. DEFL. in (loc) Vdefl Ud TC 0.92 Vert(LL) 0.13 4-7 >628 240 BC 0.80 Vert(TL) -0.27 4-7 >309 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a Matrix -AS REACTIONS. (lb/size) 3=169/Mechanical, 2=336/0-8-0, 4=81/Mechanical Max Horz 2=201(LC 8) Max Uplift 3=153(LC 8), 2=-212(LC 8), 4=5(LC 8) Max Grav 3=174(LC 13), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except (j Ab) 3=153, 2=212. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrM1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type City Ply GroenwoldtResJGarage T12194351 J33279 -HJ7 Diagonal Hip Girder 4 1 • Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:23 2017 Page 1 I D:D7xdKm3z8dwOT5ON3RWssSzi KzT-OfjE 15E/J RFnj D uHJCZOFjgloO71 m_Vm P WduOyVWx .r 1-10-10 5-2-9 9-10-1 1-10-10 5-2-9 4-7-8 Scale=1:22.1 3x4 II I$ 2x4 = — „ 3x6 = o i 5-2-9 9-10-1 5-2-9 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 7-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.08 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=128/Mechanical, 2=408/0-10-15, 6=310/Mechanical Max Horz 2=200(LC 7) Max Uplift 4=-113(LC 5), 2=280(LC 8), 6=132(LC 8) Max Grav 4=128(LC 1), 2=453(LC 28), 6=327(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=866/365 BOT CHORD 2-7=410/765, 6-7=-410/765 WEBS 3-6=761/381 PLATES GRIP MT20 244/190 Weight: 45 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-2-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=113, 2=280, 6=132. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59 lb up at 1-4-15, 99 lb down and 59 lb up at 1-4-15, 101 lb down and 65 lb up at 4-2-15, 101 lb down and 65 lb up at 4-2-15, and 131 lb down and 126 lb up at 7-0-14, and 131 lb down and 126 lb up at 7-0-14 on top chord, and 42 lb down and 36 lb up at 1-4-15, 42 lb down and 36 lb up at 1-4-15, 25 lb down and 9 lb up at 4-2-15, 25 lb down and 9 lb up at 4-2-15, and 43 lb down and 18 lb up at 7-0-14, and 43 lb down and 18 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard a N onti ued o aae ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 My Ply Groenwoldt ResJGarage T12194351 . J33279 —HJ7 Diagonal Hip Girder 4 1 Job Reference o gonad `East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:24 2017 Page 2 ID:D?xdKm3z8dwOT5ON3RWssSziKzT-UrHcERFXglNeKNSTsw4dnxDlYoT VRIwe9FAPSyVVVwz v LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=20 Concentrated Loads (lb) Vert: 11=117(F=59, B=59) 12=-0(F=0, 121=0) 13=78(1`=39, B=-39) 16=12(F=6, B=6) 16=59(F=30, B=-30) ,&WARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14_13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 'BCSI: Building Component Safety Information, Guide to Good Practice for Handling, a Installing & Bracing of Metal Plate Connected Wood Trusses. 'Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TnP rHnRnS � C7-2 C2.3 4 WEBS 0 U cc d 0 U f— C -8 CG7 C5-6 BOTTOM CHORDS 8 7 6 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIIrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights Reserved da MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.