Loading...
HomeMy WebLinkAboutTrussENGINEEttto TIMBER TRUSS SYSTEMS PRODUCTS r— ECT O EAST COAST TRUSS „\ 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946 V+ OFFICE: (772) 466-2,480 FAX: (772)466-5336 (10 ^^ 1..1. CUSTOMER:Mel-Ry Construction JOB NAME: Thompson ADDRESS:2151 Nettles Island C ITY/COUNTY: Port St Lucie I f JOB # J39291 MODEL:Custom 2-Story i SQ FT 1850 ft' 827 sclft FLR, 1023 oft RF DATE 03/03/20 (LATEST=/ ! I i h IN ACCORDANCE WETO THE PLOR1DA ADARUPWATM C 61O15S-31.M (3) (c), EAST COAST TM!SA, ft , "True Duign Engweu" Truraa are deigned io aae FloCodeCr . wi16 YXe ) rida 13utldmg J Y I 4 e /1 F" ��IN NOTE: By approving this placement plan(s), signatured n anywhere on this sheet, the customer or his TZ representitive acknowledges that this placement plan i d U complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these i trusses and deliver them to the project indicated on this j drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and —� labor required due to errors other than those of EAST Q COAST TRUSS. Z 0 Signed: Date: LL WODE = FBC 2017/TP12014 ASCE 7-10 W DESIGN CRITERIA=MWFRS 0 OCCUPANCY CATEGORY= 11 C G 0 EXPOSURE = D Q off W WF SPEED =170 J BUILDING TYPE =ENCLOSED WQ MEAN HEIGHT: 20 ft F- = LU GRAVITY LOADS W 00 = FLOOR: DUR FACTOR= 1.0 Z to o PSF TCLL-TCDL-BCLL-BCDL 1- T- 2- 4- 3- p 4- 5- r- 6- CL (1/4" if plotted 24x36) . Designed By: BH RE: J39291 - Thompson Site Information: Customer Info: Mel-Ry Const. Lot/Block: Address: 2151 Nettles Island City: Port St Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Thompson Model: Custom SFR Subdivision: Nettles Island State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL33610-4115 Name Address and License#,of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes 57 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# Truss Name Data No. Seal# Truss Name Date 1 T20079687 A01G 4/28/20 15 T20079701 C06 4/285 2 T20079688 A02 4128/20 16 T20079702 F1017 4128/, 3 T20079689 A03G 4/28120 17 T20079703 F1030 4/28/, 4 T20079690 B01G 4/28/20 18 T20079704 FL01 4/28/, 5 T20079691 B02G 4/28/20 19 T20079705 FL02 4128/, 6 T20079692 B03 4/28/20 20 T20079706 FL03 4/28/< 7 T20079693 B04 4128/20 21 T20079707 FL04 4/285 8 T20079694 B05 4/28/20 22 T20079708 FL05 4/28/2 9 T20079695 B06 4128/20 23 T20079709 FL06 4/28/, 10 T20079696 C01G 4/28120 24 T20079710 FL07 4/281, 11 T20079697 CO2 4/28120 25 T20079711 FL08 4/28/, 12 T20079698 CO3 4128/20 26 T20079712 FL09 41281, 13 T20079699 C04 4128/20 27 T20079713 FL10 4/28/, 14 T20079700 C05 4/26/20 28 T20079714 FL11 4/28/, This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Piinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. IMPORTANT -NOTE: The seal on these truss component designs is a certification ' that the engineer -named is licensed in the jursdicUon(s) identified and that the designs comply with ANSI/rPl 1. These designs are based upon parameters -shown (e.g., loads,.supports, dimensions, shapes and design codes), which were _ given to MiTek or TRENCO. Any project specific Information included Is for MiTek's or 'TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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. ,%% �. . . gF EN No 34869 90; STATE SS/C`NA E%Ca�. Julius Lee PE N0.34869 maek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 28,2020 Lee, Julius I oft Nil MiTek® RE: J39291 -Thompson Site Information: Customer Info: Mel-Ry Const. Lot/Block: Address: 2151 Nettles Island City: Port St Lucie T 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 4 Seal# Project Name: Thompson Model: Custom SFR Subdivision: Nettles Island Truss Name Date State: Florida 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 eTruss y Thompson J39291 ITrussTyps A01G Hip Girder 1 1 Job Reference (opllona0 T Coast TMSS. Ft Pierce, FL 34946 4x10 M16SHS= 5.00 ­12 1x4 II 20 4 21 4x10 M18SHS= Scale-1:35.6 Dead Load Den. -3116 in 4x8 — 3xa 11 7x6 = 4x0 M1aSHS= HUS26 6,0 = U24 HUS26 HUS28 3x8 11 _ Special U24 4 2100#/-1235# 264W-1617# LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Joe) I/deg Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0,74 Vert(LL) 0.37 9-10 1714 2411 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.39 9.10 >673 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MS Weight: 124 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except- TOP CHORD Structural wood sheathing directly applied or2-0-10 oc pudins. T2: 2x4 SP 2700F 2.2E BOT CHORD Rigid ceiling directly applied or4-7-10 oc bracing. BOT CHORD 2x6 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer W3: 2x6 SP No.2 Installation guide REACTIONS. (lb/size), 1=210010-8-0 (min. 0-2-8), 7=2648/0-8-0 (min. 0-3-2) Max Horz 1=101(LC 24) Max Upliftl=-1235(LC 8), 7=-1617(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-494112942, 2-3=-4991/3032, 3-20=-6237/3909, 4-20=-6237/3909, 4-21=-6237/3909, 5-21=-6237/3909,5-6=-5627/3538,.8-7=-4748/2943 BOT CHORD 1-13=-264114539, 12-13=-2641/4539, 11-12=-2642/4586, 11-22=-2642/4586, 10.22=-2842/4586, 10-23=-3113/5178, 23-24=-3113/5178, 9-24=-3113/5178, 8-9=-2618/4316, 7-8=-2618/4316 WEB: 2-12=-373/370,3-12=-407/815,3-10=-1247/1924,4-10=-364/355, 5-10=-702/1247, 5-9=-829/1346, 6-9=-638/1046, 6-8=-825/554 NOTFS- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132ni TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 lb uplift at joint 1 and 1617 lb uplift at joint 7. 10) Use Simpson Strong -Tie U24 (4.10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max starting at 77 9.14 from the left end to 11-9-14 to connect truss(es) COS (1 ply 2x4 SP), CO3,(1 ply 2x4 SP) to front face of bottom chord. 11)Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 9-9-14 from the left end to 15-9-14 to connect tmss(es) C04 (1 ply 2x4 SP), CO2 (1 ply 2x4 SP), C01G (t ply 2x4 SP) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13)14angegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265lb down and 144lb up at 6-0-8 on bottom chord. The design/selection Of such connection device(s) Is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 JOV Truss I russ I ype Ilytnalroson J39291 A01G Hip Girder 1 1 Jop Reference (optional) it CO2s1 Truss, M. Mema, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - Uniform Loads (plQ VerL 1-3=-70, 3-5=-70, 5-7=-70, 1-7=-20 Concentrated Loads pb) Vert 11=-283(F) 12=-265(F)8=-1020(F)22=-384(F)23=-354(F)24=-473(F) Run: 9.320 s NOV 192019 PMC a320 a NOV 192019 MROK IMU501es, Imo Wed Mar 412:15:4220M Pugs 2 ID:bagsZBV7kggokB WgVuKN07zespr-2KIUb5U175YOmKRRLrPkJmADEKx5kVD317YHJuJJ? Truss Truss Type Thompson r0 J39291 A02 Hip 13 1 Job Reterence�gonel faun Coast Truss, Ft Plems, FL 3,IM Run: 8.320 a Nov 192019 Print 8.320 s Nov 192019 MiTek Indusides, Ina Wed Mar 412:15:432020 Page 1 ID:begsZBV7kg9okBWgVuKN07zeapr-W WGsoRVfuPgtTOve92MeGwJONeaCgGBaght5p9zeJ)_ 5-11-14 1540.10 21-10.8 _11-14 940.11 5-11-14 VM. 3'A= 4x6 = Scale -1:36.2 Dead Load Den. -1/41n 3z4 = 3x4 = 3%4 = 3x4 = 30 = 10OW50M 110W-5269 21-6-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (Ico) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.54 Vert(LL) -0.21 6-8 >999 240 MT20 244/190 TOOL 16.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 841 >549 180 BOLL 0.0 ' Rep Stress Ina NO WB 0.38 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Coda FBC2017/rP12014 Matrix -AS Weight 891b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1064/0-8-0 (min. 0-1-8), 5=1102/"-0 (min. 0-1.8) Max Holz 1=101(LC 7) Max Uplift1=508(LC 8), 5=-526(LC 8) BRACING- TOPCHORD 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. FORCES. lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2196/994,2-17=-2002/995,3-17=-2002/995,3-18=-1894/943,4-18=-1894/943, 45=-2110/946 BOT CHORD 1.8=-798/1978, 75=-104412395, 6-7=-104412395, 5-6=-746/1870 WEBS 25=-73/439, 3-8=-549/337, 35=555/380, 4-6=-75/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsf; h=20ft; B=4511; L=24ft; eave=4ft; CaL II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked 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 nonooncurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508lb uplift at joint 1 and 5261b uplift at joint 5. 9) Load case(s) 1, 2, 13. 14. 15, 16, 17, 1 S. 19, 20 has/have been modified. Building designer must review loads to verify that they are comecl for the Intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Vnifonn Loads (pif) Vert 1-2=-70, 24=-90, 4-5=-70, 9-12=-20 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=50, 2-4=-75, 4-5=50, 9-12=-2D Continued on page 2 JOD I wss I ype T"= J39291 A02 Mp 13 t Job Reference o lone 4a91 COsSt TMM, Ft PA", FL 34946 KM a.:RU S NW 19 2U1N FMC U. USNOV ltl[UIU MI I eK nousmes, im ww mar 4izi*:9JLUZu vageZ ID:bagsZBV7kg9okSWgVuKN07zeapr-W WGsoRVfuPgtTOva72MeGwJONmCgGBaght5pBzeJL LOAD CASE(S) Standard 13) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=-70, 2-4=-77, 4-5=-40, 9-12=-20 Horz: 1-2=10, 4-5=20 14) Dead + 0.76 Roof Live (bal.) +0.76(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 24=-77, 4-5=-70, 9-12=-20 Hors: 1-2=-20, 4-5=-10 15) Dead+0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int)1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-62, 24=-77, 4-5=-62, 9-12=-20 Horz: 1-2=2, 4.5=-2 16) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=-62, 24=-77, 4-5=-62, 9-12=-20 Horz: 1-2=2, 4-5=-2 17)1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=-70, 2.4=-90, 4-5=-30; 9-12=-20 18) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=-30, 24=-90, 4-5=-70, 9-12=-20 19) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=-60, 24=-75, 4-5=30, 9-12=-20 20) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 24=-75, 4-5=-60, 9-12=-20 O ruse Truss Type ThoncPs0n J39291 A033 Hip Girder 7 1 Job Reference (optional) gesl Coast Truss, FL Pierce, FL U946 Run: 8.320 s NOV 192019 Print aU06 Nov 19 M19 MITek IndusMe6, Inc. Wed Mar 4 12:15:44 2020 Page 1 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-JgFOnVHfbk4AUgZMpBrfs2x2ZbHjvLceLaeJlz &11-ib 15-10-10 z1-io-8 5-11.14 &tan 5.11n4 4x10 MIBSHS= 5.D0 f 12 1x4 II 18 4 19 4x10 MIBSHS= Scale=1:35.9 Dead Load Deft. =114 in 4xIO = HUS28 7x6 = HUS28 U24 ex12 = HUS28 4xe MISSHS= 7x8 = 4,10 = HUS28 U74 Special Z79&9-1744k 22717/-13429 21-6-0 21-1Q-e 21-&0 Plate Offsets (KY)- rl:0-5-0 0-1-111 [3:0-7-0 D-2-0] [5:0-7-00-2-01 [7:05-0 0-1-111 [8:0-3-0 0-0-12] [10:0-6-00-4-0] [11:0.3-0 0-4-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Well Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.3810-11 >683 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.4110-11 >647 ISO M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WB 0.91 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Welght: 118 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. T2: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or4-0-5 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. (Ib/size) 1-2796/0-M (min. 0-3-5), 7=2271/03-0 (min. 0-2-11) _ Max Hom 1=-101(LC 23) Max Upliftl=-1744(LC 8), 7=-1342(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-8507/4114, 2 3=-6216/3923, 3-18=-6362/4009, 4-18=-6362/4009. 4-19=-636214009, 5-19=-036214009, "=-4619/2610, B-7=4498/2741 BOT CHORD 1-20=-3744/6009, 11-20=3744/6009, 11-21=3533/5820, 21.22=-3533/5820, 10-22=-3533/5820, 10-23=-2462/4281, 9-23=-246214281, 8-9=-2462/4281, 7-6=-2390/4021 WEBS 2.11=3241302, 3-11=A142/1842, 3-10=-365/689, 4-10=-358/353, 5-10=-153512378, 53=-139/438, 6-8=-285/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; 8=45ft; L=24ft; eave=4ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (direatonal); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) 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. 5) All plates are MT20 plates unless otherwise Indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1744 lb uplift at joint 1 and 1342 lb uplift at joint 7. 10) Use Simpson Strong -Tie HUS26 (14-10tl Girder, 8-1Od Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max, starting at 4-0-10 from the left end to 12-0-10 to connect truss(es) B01 G (1 ply 2x4 SP), B02G (1 ply 2x4 SP), B03 (1 ply 20 SP), B05 (1 ply 2x4 SP) to back face of bottom chord. 1y Use Simpson Strong -Tie U24 (4-10d Girder, 2-10dxl 112 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max, starting at 10-0-10 from the left end to 14-0-10 to connect twss(es) B04 (1 ply 2x4 SP), BO6 (1 ply 2x4 SP) to back face of bottom chord, 12) Fill all nail holes where hanger Is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 to down and 139 lb up at 15-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 141 In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Co AueA on% S 2 tlard o N53 NBS ype Tharnpson J39291 A03G Hip GlAer 1 1 _ — Job Reference optlona0 et COest TMMS, FL Pler09, FL 34M Rum 8.320 s Nov 192019 Print: 8.320 8 Nov 192019 MRek Industries, Inc. Wed Mar 412:15:442020 Page 2 ID:bagsZBV7kg9okBWgVuKN07zeapr.JgFOnVHfok4AUgZIltpBrTs2x2ZbHJvLceLueJlz LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ♦ Uniform Loads (plf) Vat "=-70, 3-5=-70, 5-7=-70, 1-7=-20 Concentrated Loads (Ib) Vet 9=-282(B)11=-531(B) 8=-258(B)20=-822(B)21=469(B)22=-352(B)23=-384(B) oTruss Truss Type QIYTMmpson J39291 801G He% Hip Glider 1 1 JOD Reference o tlona0 East st GOZM Tms3, FL Pierce, FL 34946 4x4 = NAILED 856klSOsa NAILED Kan: muu a Nov 1N zuiv "nu tlA2U 5 NOV W 3Ultl MI I OK n10USMS, lOG wee Mar 4 11a0:9J NZU Y990 I ID:bagsZBV7kg9okB WgVuKN07zeapr-SvOdD7 W VOOwbiK306TO6MLOIPRHH171t87MCt2ZeJ iy NAILED Scale a 1:22.8 Dead Load Dee.. 1/16 in LOADING (pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 • BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/TPI2014 CSI. TC 0.69 SC 0.88 WB 0.62 Matrix -MS DEFL in Vert(ILL) 0.14 Ved(CT) -0.14 Hom(CT) 0.02 (loc) Udell Ud 6-7 >999 240 6-7 >999 180 5 n/a n1a PLATES GRIP MT20 2441190 Weight 60 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9.2 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 5-6-5 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=85810-9-4 (min. 0-1-8), 5=8421Mechanical Max Horz 1=130(LC 8) Max Upliftl=.506(LC 8), 5=-574(LC 5) FORCES. (Ib) -Max. COmp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1719N061, 2-12=-1552/1053, 12-13=-155211053, 3-13=-1552/1053, 3-14=-155211053, 14-15=-155211053, 4-15=-155211053, 4-5=-781/580 BOT CHORD 1.7=-1043/1574, 7-16=-1046/1591, 16-17=-1046/1591, 6-17=-1046/1591 WEBS 2-7=-41/270, 3-6=-444/447, 4-6=-110311625 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked 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 five loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5061b uplift at joint 1 and 574lb uplift at joint 5. 10) "NAILED" indicates 3-1 od (0.148"xW) or 3-12d (0. 1 48"x3.25'1 toe -nails per NOS guldlines. 11) 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 1bDead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=-70, 2-4=-70, 5-8=-20 Concentrated Loads (Ib) Vert: 7=-130(F) 3=48(F) 6=-38(F)12=48(F) 13=48(F)15=48(F) 16=-38(F)17=-38(F) 18=-38(F) o Truss - nee Type y Thompson J39291 B02G Hal Hip Girder 1 7 Job Reference (optbne0 - __ _______ - J eastl Sr I Nee, FL Pierce. YL a49M5 1 4x8 = 12 Scale=1:20.8 3x4 11 — 3x4 = 3x4 = NAILED 583W-281# Plate Offsets (X n- [3:0-5-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 6-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.08 6-11 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.49 Hom(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 581b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=58310-9-4 (min. 0-1.8), 5=551/Mechanical Max Horz 1=193(LC 8) Max Upliftl=-281(LC 8), 5=-341(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1050/539, 2-3=-780/366 BOT CHORD 15=525/952; 5-6=-387/718 WEBS 25=-268/258, 35=-9/311, 3-5=-736/394 BRACING - TOP CHORD Struetural wood sheathing directly applied or 5-8-7 oc purllns, except end verticals. BOT CHORD Rigid calling directly applied or 75-4 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsh h=20ft; 13=45ff; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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. 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 chore] live load nonconwnent with any other live loads. 6) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to gilder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint 1 and 341 lb uplift at joint 5. 9) "NAILED" indicates 2-12d (0.148"x3.25") toe-nalls per NDS guidlines. 10) 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 (plf) 4 Vert: 1.3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 6=-18(F) Job Mas I Mae mss Type Thompson B03 Hallip 1 1 Job Reference (optional) East CAaslTNss, Ft Plaroe, FL 34946 4x8 = 3x4 = Scale =1:19A Dead Load Deg. =1116 in 2x4 II 3 3x4 = LOADING (psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20171TP12014 CSI. TC 0.46 BC 0.39 WB 0.32 Matrix -AS DEFL. In Ved(LL) 0.09 Vert(CT) -0.11 Hoa(CT) 0.01 (loc) I/defl Ud 5.10 >999 240 5-10 >999 180 4 n/a h/a PLATES GRIP MT20 244/190 Weight: 48 lb FT= 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2z4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/alze) 1=52310-94 (min. 0-1-8), 4=489/Mechanical Max Horz 1=193(LC. B) Max Upliftl=-252(LC 8), 4=-297(LC 5) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-7071313 BOT CHORD 15=-364/800, 45=362/608 WEBS 25=01257, 24=-6811409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked 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 nonconcument with any other live loads. 7) • 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. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 1 and 297 lb uplift at joint 4. 10) This truss design requires that a minimum of 7116" structure[ mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard o russ TwssType Qty Thompson J39291 804 Half Hip 1 1 Job Reference (ootlonep Fast (past Truss, Ft Pierce, FL 34946 15 4xB = Scale=1:19.1 Dead Load Defi. =1/16 in 3X6 II 3x4 = 30 = 64-222# 10-2-14 '0-4-81 9 10-8 Plate Offsets (X Y)-- [2:0-54 0.2.0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) gdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.47 Vert(LL) 0.09 5-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 5-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.20 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 43 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=47110-94 (min. 0-1-8), 4=371/Mechanical, 3=66/Mechanical Max Holz 1=193(LC 8) Max Upliftl=-222(LC 8), 4=-206(LC 8), 3=-98(LC 5) Max Grav 1=471(LC 1), 4=371(LC 1), 3=74(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-566/235 BOT CHORD 1-5=-291/467, 4-5=-289/476 WEBS 25=0/254, 24=-607/371 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.0psF h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; LumberDOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcument 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 1, 2061b uplift at joint 4 and 981b uplift at joint 3. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Job Truss Mae iype y lbomown J39291 B05 HeBHIp 1 1 Job Reference (ogtiona0 E VQOZUTWW, FL Rerte. FL3 M 4 48 = 3x4 = 2x4 = e"-1910 9-1-0 0-0-6 8-0-10 Scale=1:19.2 Dead Load Deft. =1116 in Plate Offsets (X Y)— [2:0-5-0 0-24] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 5-10 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 5.10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 39 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=41910-9-4 (min. 0-1-8), 4=400/Mechanical, 3=-15/Mechanical Max Horz 1=193(LC 8) Max Upliftl=-191(LC 8), 4=-254(LC 8), 3=-28(LC 5) Max Gravl=419(LC 1), 4=404(LC 17); 3=31(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-438/158 BOT CHORD 1.5=-219/34S, 4-5=-2181356 WEBS 2.5=0/274, 24=-504/359 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked 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 nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 1, 264 lb uplift at joint 4 and 28 lb uplift at joint 3. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Job Truss Type City FThompson J39291 e0a Hal Hip 1 1 Job Reference (optionaD uum, r, rm,uu, r,..wvro NunU.J U a NOV la 2V1U MIL a.a2U 8 NOV la 2Ula MI I OR [WOMBS. Inc. WO Mar 4 12-15-49 2020 Page 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-Lgd83UZ0UFRi BxNnLJT2 W BYNy3htE3fS3dKPOpmJiu 6-10-10 7-11-3 6-10-10 1-A9 04 = Scale =1:18.7 Dead Load Dee. =1/41n 'UA-U 7-5&13 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (Icc) gdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.31 5-10 >298 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.36 5-10 >256 180 BCLL 0.0 Rep Stress Ina YES WB 0.07 Hom(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 31 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=36810-94 (min. 0-1-8), 4=302/Mechanical, 3a32/Mechanical Max Ho¢ 1=193(LC 8) Max UPIIftl=-159(LC 8), 4=-182(LC 8), 3=-35(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss eractlon, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132rnph; TCDL=9.Opsf; BCDL=6.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18: MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked fora plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 7) • 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 1, 182 lb uplift at joint 4 and 351b uplift at joint 3. 10) This truss design requires that a minimum of 7/16'structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500M. LOAD CASE(S) Standard Job Truss inuss type Thompson J39291 ONG Haff Hip Girder 1 1 rip East Coast Truss, Ft. Pierce, FL 34M x Nov Scale-1:20.7 axis II 3x4 = Special 887W<95q 12.7-11 Ifld-7 __ 0 4 12-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.07 8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.09 8-13 >999 180 BCLL 0.0 • Rep Stress Inns NO WB 0.49 Horz(CT) -0.02 6 n/a We BCDL 10.0 Code FBC2017/TPl2014 Matrix -MS Weight 65 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-2-11 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling direc0y applied or 6E-9 oc bracing. W2: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bmcing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=88710.9.4 (min. 0-1-8), 6=1040/Mechanical Max Horz 1=193(LC 8) Max Upllftl=-495(LC 8), 6=-690(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (ib) or less except when shown. TOP CHORD 1-2=-1771/1082, 2-3=-1526/938, 3-14=-968/648, 4-14=-968/648, 4-15=-968/648, 5-15=-968/648, 5-6=-995/697 BOT CHORD 1.8=-1130/1620, 8-16=-92211409, 7-16=-922J1409 WEBS 2.8=-338/344, 3-8=-340/648, 3-7=-589/367, 4-7=-3711388, 5.7=-87011299 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0,18; MWFRS (directional); cantilever left and right "posed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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. 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 nonconourrent 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) Refer to girder(s) for truss to buss connections. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 495lb uplift at joint 1 and 690lb uplift at joint 6. 9) "NAILED" Indicates 3.10d (0.148"x3") or 3-12d (0.146"x3.25') toenails per NDS guidlines. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 465 to down and 348 Ib up at 6-10-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the buss 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 (plf) Vert: 1-3=-70, 3-5=-70, 6.9--20 Concentrated Loads fib) Vert: 8=465(F)14=-107(F)15=-107(F)16=-52(F)17=-62(F) Job Truss Truss Type Uly ply Thompson J39291 CO2 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 4 4x8 = Scale=1:19.4 Dead Load Dell. c 1/16 in 2x4 II 71 3 30 = 3x4 = Plate Offsets (X,Y)— [2:0.5-4 0-2-0j LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.46 Vert(LL) 0.09 5-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.40 Vert(CT) -0.11 5-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-AS Weight: 48 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=52710-9-4 (min. 0-1-8), 4=493/Mechanical Max Horz 1=193(LC 8) Max Upliftl=-254(LC 8), 4=-300(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-717/318 BOT CHORD 1-5=-369/608, 4.5=-367/617 WEBS 25=0/258, 2-4=-687/412 BRACING - TOP CHORD Structural Wood sheathing directly applied, except end verticals. 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL-6.Opst, h=20ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=7.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. If is the responsibility of the fabricator to Increase plate sizes to account for these factors. 5) Plates checked 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 nonooncurrenl with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.8.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 1 and 300 lb uplift at joint 4. 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. LOAD CASE(S) Standard J00 TmssType TMmpsan J39291 Co3 Half Hip 1 1 Job Reference (optional) Fast Coast Truss. FL Pimoe, FL 34946 A 4x8 = 3x4 = Scale-1:19.2 Dead Load Deft.=1116In Sae II 3x4 = LOADING (psq SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 5-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.39 Vert(CT) -0.11 5-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Hom(CT) -0.01 3 rda n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 43 lb FT= 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1=474/0-9-4 (min. 0-1-8), 4=372/Mechanical, 3=68/Mechanical Max Horz 1=193(LC 8) Max Upliftl=-224(LC 8), 4=-206(LC 8), 3=-100(LC 5) Max Gmvl=474(LC 1), 4=374(LC 17), 3=95(LC 18) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-575/239 BOT CHORD 1-5=-294/476, 45=-293/485 WEBS 25=01264, 2-4=-6141373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7AO; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked fora plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonwncuma nt with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift atjoinl 1, 206lb uplift at joint 4 and 100 Ib uplift at joint 3. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the. bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Job Truss Truss Type — Thompson J39291 C04 Hal Hip 1 1 Job Reference (optional) East COW Tm56. FL Pierce, FL 34948 x 2x4 = 4xe = Scale -1:19.2 Dead Load Dail.=1/16In US 11 3x4 = LOADING (pst) SPACING- 2-M CSL OrIn (loc) 'deg Ud PLATES GRIP TCLL 20.0 Plate Gip DOL 1.25 TC 0.46 Vert(LL) 0.08 5-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 HOR(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=42210-9-4 (min. 0-1-8), 4=400/Mechanical, 3=-13/Mechanical Max Horz 1=193(LC 8) Max Upliftl =-1 93(LC 8), 4=-253(LC 8), 3=-30(LC 5) Max Grav 1=422(LC 1), 4=404(LC 17), 3=33(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-441/180 BOTCHORD 1-5=-221/350,4-5=-221/361 WEBS 2-5=0/274, 2-4=-586/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=S.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.50 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked fora 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 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 to uplift atjoint 1, 253lb uplift at Joint 4 and 30 lb uplift at joint 3. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Truss Truss Type TMIPp99n r0 J39P91 C05 Had Hip 1 1 Job Reference.(o�onell Eest Coast Truss, Ft P10r ,FL 34946 3'LE 44 = 1x4 II Scale=1:18.7 100 II Dead Load Der. =114in LOADING (psf) SPACING- 2.0-0 CSI. DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.73 Vert(LL) 0.32 5-10 >294 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.37 5-10 >253 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(CT) 0.08 3 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 31 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end veNcals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed dudng truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=37010-9-4 (min. 0-1-8), 4=303/Mechanical, 3=32/Mechanical Max Hors 1=118) Max Upllftl=-161(LC 8), 4=-182(LC 8), 3=-36(LC 4) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf, BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat II; Exp D; Encl.. GCpi=O.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord IIva load nonconarrent with any other live loads. 7)' 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 1, 182lb uplift at joint 4 and 36lb uplift at joint 3. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss ms9 ype Thompson J39291 Cos Jack -Open 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL U946 R a,m KUM duu3 Nov 1a 2V1a Y0n1:-2-N'l Nln mu ee'25maa Q Wrum � rc:u.w caev rays, ID:bagsZBV7kggokB WgVuKN07zeapr-IeQ16CdZJn3JHIFIBs3DDFGAZ40ivLwBCv 1 AhOzeJip Scale =1:16.6 Dead Load Dan. = US in p.4-1 F 6-3.4 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.14 3-8 >565 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.16 3-8 >481 180 BCLL 0.0 " Rep Stress Incr YES WE 0.00 HOR(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 21 It, FT= 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=314/0-94 (min. 0-1.8), 2=198/Mechanical, 3=80/Mechanical Max Hors 1=183(LC 8) Max Upliftl=-128(LC 8), 2=-184(LC 8) Max Grav 1=314(LC 1). 2=198(LC 1), 3=117(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD 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; Vull=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever 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 nonconcurrenl with any other live loads. 5) "This truss has been designed for a live load of 20.Opsfon 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 128 It, uplift at joint 1 and 184 lb uplift at joint 2. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard job Truss I Ns9 I ype y jnol11p50(1 J39291 F1017 FLOORGIRDER 1 2 Job Refenencs(oo8onal) East Coast Truss, Ft Pleura, FL 34M 0.3-8 8 H- 1 5x5 = 2 4x12 = Run: a320 a Nov 19 2019 Pnnt 8,320 s Nov 192019 MITek Industries, I= Wed Mar 4 12:15:66 2020 Page 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-Aq_PKYeB45BAvsgxi7aSmSoSRn_eYALRZnkETzaJio 3x4 = 3x4 = 4x4 II Special 249WO 1-0-0 .1-3-8 3-8-0 7-10-0 Stele=1:16.8 lx4 It 31d1= 6 q Y 2437X 108-0 1-0r 0 - 24-8 4-2-0 2-8-0 Plate Offsets (KY)— [1:0-24,0-2-121. [2:0-3-8,0-2-0], p:Edge,0-3-8), [9:054,0-2-01 LOADING (pso SPACING- 2-0-0 CS1. DEFL in (loc) I/deg Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(L-) -0.09 8-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.12 8-9 >886 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Hom(CT) 0.01 7 n/a n/a BCDL 6.0 Code FBC2017/TP12014 Matdx-MS Weight:117lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 cc pudins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 10-04) oc bracing. W5: Zx4 SP No.2 REACTIONS. (lb/size) 7=2433104-0 (min. 0-1-8), 10=249910.4.0 (min. 0-1.8) Max Grav7=2437(LC 4), 10=2499(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (1b) or less except when shown. TOP CHORD 1-11=497/0, 6-7=-1794/0, 1-2=-675/0, 2-3=-046710, 34=-0467/0, 4-5=-0709/0, 5-6=4709/0 BOT CHORD 10-12=0/675, 9-12=0/675, 9-13=0/4987, 13-14=0/4987, 8-14=0/4987, 8-15=0/377, 7-15=0/377 WEBS 2-10=-1828/0, 1-10=0/931, 2-9=0/4034, 6-8=0/4603, 4-9=590/0, 4-8=-310/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 now at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-M cc and fastened to each truss with 3-10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 365 lb down at 1-3.12, 861 lb down at 3-3-12, 861 lb down at 5-3.12, and 861 lb down at 7-3-12, and 861 lb down at 9-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-11=-10, 1-0=-100 Concentrated Loads (Ib) Vert 10=-365(F) 12=-861(F)13=-861(F)14=-861(F)15=-861(F) O NSS Ns9 ype 7MIIIp5IX1 J39291 F7030 Floor 1 1 Jab Reference (optional AID:bagsZBV7kg9okBWgVuIWo7zeapr-AcLPKYe845BAvsgz¢aSmSoZ7TvEemlrFln EF Jio 0-M 5x5 = 3x3 = 34= 1{ 1 14-0 2 3 1x4i11 1-3-0 4 Scale =19.2 3x3 II 3xs = 7 a 5 Mi LOADING (psQ SPACING- 2-0-0 C191. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Gdp DOL 1.00 TC 0.11 Vert(LL) -0.00 7 >999 350 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 5 We n/a BCDL 5.0 Code FBC2017/TPI2014 Matdx-P Weight: 25 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3d41 oc pudins, except BOT CHORD 2x4 SP No.2(flal) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 5=183/1VIechanical, 1=163/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girders) fortruss to buss connections. 3) Recommend 2x5 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord beadng and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backyards. LOAD CASE($) Standard Job rues Nss Type Q 7trompsan J39291 FL01 Floor 2 1 Job Reference (AP91111) GSSI l OSS1 I MSS, rL Pie". rL'34M • 6&a H , 130 I Bx8 = 34 = 1 2 Run: d.J]05 NOV la 201a YMIC e.J20 S NOV 19201a MIIBN MOUSMOS, IM VVW MBr 412:15W 2020 Hage 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-elYn%ufpgOJi WOP7FH5higLZht2mN4JUgDWHmvzeJin 1-50 I , 2-0-0 313 = 3x4 = 3,3 = 3x3 = 3x5 FP= 4x4 = 3 4 5 9 7 a We Dead Load Deff. =118 in 34 = 314 = 3x3 = Bxe = 9 10 11 12 10 24 23 22 21 20 19 18 17 16 15 14 13 lo&lf& 48= 3x4= 34=3xa M18SHS FP= 1x4 It 2x3 II 3x4= 4x8= log" 3x3 = 4x4 = K_ 1-alt I 4�8 &N I 9a-8 "So 11- 0112-1v61013-0-8 128-0-8 19-ixn � Plate Offsets (X Y)— (8:0.1.8 Edgel N7:0-1-8 0-0-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (too) Vdeg Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Velt(LL) -0.35 18-19 >666 360 MT20 244M 90 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.4818-19 >485 240 M18SHS 2441190 BCLL 0.0 Rep Stress Ina YES WB 0.68 Horz(CT) -0.07 12 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight:106lb FT=O%F,0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(flal)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except T1: 2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. B2: 2x4 SP 270OF 2.2E(flat) WEBS 2x4 SP.No.3(flat) REACTIONS. (lb/size) 1=106310-3-0 (min. 0-1-8), 12=1063/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1107/0, 23=-1102/0, 3-4=-2698/0, 45=-3732/0, 56=-0185/0, 6-7=-0185/0, 7-8=-0098/0, 8-9=-3783/0, 9-10=-2692/0, 10-11=-1104/0, 11-12=-1108/0 BOT CHORD 22-23=012031, 21-22=0/3336, 20-21=0/4117, 19-20=0/4117, 18-19=014098, 17-18=014098, 16-17=0/4098, 15-16=0/3316, 14-15=0/2035 WEBS 7.18=-348/65, 8-17=-661747, 1-23=0/1435, 3-23=-1292/0, 3-22=0/927, 4-22=-887/0, 4-21=0/552, 5.21=-535/0, 5-19=-571300, 7-19=328/370, 12-14=0/1437, 10.14=-1295/0, 10-15=0/913,9-15=668/0,9-16=01746,8.16=-1117/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise iridicated. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3.10d (0.131"X 3") nails. Strongbacks to 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. LOAD CASE(S) Standard I Job Truss Truss Type TlxxlpsOn J39291 FLe2 Floor 6 1 Job Reference (omione0 .=�, tea, „=�a. �� r•,�e. r�..,=w 0-1-8 H , 130 I o-HTA , 2-0-0 nu,,.a10:begsZBV7kg9okBWgVuKN07zeap-6D69®gRbiRu6A Jp_cxMpkHO26Z4eutGgRzeJlm 416= 3x8 = 3X3 = 3a 3X3 4x4 = 3x3 3x3 = 3x3 = 6xe = 1 2 3 4 » 5 6 7 8 9 BF:sIA=1:T7.3 3x6 = 4x4 = 3x3 = 3x3 = 1x4 11 1x4 11 34 M18SHS FP= 44 = 3x3 11 4x4 = W 1-71 41-8 8.7-8 7h0 8-&0 9-0-0 1 12-0-8 1410.8 18-41 16J1A 1 na.a I ��nn�rLra�1�a71 Plate Offsets MY)— 11:Edne 0-1-81 f5:0-1-8Edhel 121:0-1-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Gdp DOL 1.00 TC OA8 Vert(LL) -0.16 16 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.2215-16 >858 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 MatdxS Weight: 90 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 131: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=87710-0-0 (min. 0-1-8), 9=883/0-3-0 (min. 0.1-8) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0oo pudins, except end vericals. BOTCHORD Rigid ceiling directly applied or 10-0,-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 20.21=-87110, 1-21=-852/0, 1-2=-916/0, 2-3=-2150/0, 34=-2806/0, 4-5=-290210, 5-6=-2808/0, 6-7=-212110, 7.8=-895/0, B-9=-900/0 BOT CHORD 18-19=0/1687, 17-18=0/2586, 16.17=0/2902, 15-16=0/2902, 14-15=0/2902, 13-14=0/2570, 12-13=0/2570, 11-12=011645 WEBS 5-15=-244/307, 1-19=011160, 2-19=-107210, 2-18=0/644, 3-18=-607/0, 3-17=01432, 4-17=-077/118, 9-11=011165, 7.11=-1042/0, 7-12=0/662, 6-12=-624/0, 6-14=0/464, 5-14=-558/131 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked 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 V') nails. Strongbacks to 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 0.5001n. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0 Truss Truss Type 11p111p5IX1 J38291 FL03 Flaor 2 1 Job Reference (optional) +s. wns, nusn, ru r,s,un, rv.wwo 0.38 H 1'� i 5x5 = 3x3 = 30 =44 = 1 2 3 4 nm,. oams nw,samnuao.uus,wv,vemunu,nnnmusmnn,nw.-c:ra:a Zuaur u, ID:bagsZBV7kggokB WgVUKN07zeapr-aPgXyZg3MOZMKZWN79N5OuChigAsn7X7OgozeJil 2-0-0 W= 4x4 = 3x3 = 3x6 FP= 4x4 = 5 a 7 R 9 99c 1e=1:34.2 313 = 3X1 = 9x3 = 5x5 = in 11 12 13 5A!D6%db 3x4 = 1 ep4x4 = 4x4 = 34 FP= 3x3 = 1x4 11 ix4 11 3x3 = 3x4 = 7 e}J 4x4 = 488 N1S" 10. 388 6.11-8 988 10-0 11-""0 12-10OM 15-108 1819-10.a 2p-2,0 8 18-0 1-9-0 0.18 M 28-0 148� 1-0: 1-0-0 Y& T-08 18-0 tl33--Be Plate Offsets MY)— rl:0-2-0Edgel 19:0-1-8 Edcel r13:0-2-0 Ednel LOADING (pst) SPACING- 2-0-0 CSL DEFL in (loc) 8defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.14 18 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.20 18 >977 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 HOrz(CT) -0.02 13 rue n/a BCDL 5.0 Code FBC20171TPI2014 Matdx-S Weight 111 Ib FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flal) BOT CHORD 2x4 SP No.2(flat) •Except• B2: 20 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing direc0y applied orb-0-0oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. REACTIONS. (lb/size) 24=1840104-0 (min. 0-1-8), 1=46710-3-0 (min. 0.1.8), 13=75410-3-0 (min. 0-1.8) Marc Upliftl=-599(LC 4) Max Gmv24-1840(LC 1), 1=5(LC 3), 13=754(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2=0(/25, 2-3=01724, 34=0/1707, 4.5=0/1115, 5E=-51510, 6-7=-1575/0, 7-8=-1575/0, 8-9=-2054/0, 9-10=-2103/0, 10-11=-1710/0, 11-12=-74510, 12.13=-749/0 BOT CHORD 24-25=-1360/0, 23-24=-1707/0, 22-23=402/20, 21-22=0/1167, 20-21=0/1167, 19-20=012054, 18-19=0/2054, 17-18=0/2054, 16-17=0/2034, 15-16=0/1363 WEBS 9-18=-382/57, 4-24=-1006/0, 1-25=-943/0, 3-25=0/884, 3-24=-964/0, 8.20=-668/0, 6-20=0/569,6-22=-908/0,5-22=0/958,5-23=-1304/0,4.23=0/1083, 13-15=0/970, 11-15=-860/0, 11-16=01482. 10-16=450/0, 9-17=-201/326 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 In uplift at joint 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-M no and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job MISS TMSS lype Qty ply1lmmpagl J39291 FL04 Floor 4 1 Job Reference (optional) een 1;oas1 I N89. r1. rlerce, n a494e 13-0 r 14,6 = KM: a.a2U S NOV 192U19 PMC e.:12U S NOV 192MU MII ax Inc=es, Inc. Wee Mar 412:15:592UM Page i ID:bagsZBV7kg9ok0WgVuKN07zeapr-2bEx9vhh7JhcOT7[xPeOwlz8h54FaTbxMBIxNEzeJik 2-0-0 H W i 3Xi = 3x3 = 4x4 = 4x4 = 313 = 2 3 4 5 a Scale =1:27.0 34 = 3x3 = 5x5 = 7 a G 1791i 20 19 18 17 16 1s 14 13 12 11 8M V00 3x3 II 4x4 = 313 = 3x6 FP= 1x4 II 1x4 II 3x3 = 44 = W 11 4x4 = 4x4 = 1-B-0 4-0-0 6-60 7-0-8 6-0-6 S-M 9-7-0 12-1-0 14-7-0 1&1-0 18-0.8 1xn I W, 2An I'. 1� o . 9. n 2xn Plate Offsets 0(,Y)— f1:Edge,0-1-81, [4:0-1-8,Edgel, 16:0-1A,Edge], (9:0.2-0,Edge] LOADING (pso SPACING- 2-0-0 CS]. DEFL in (roc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC OAS Vert(LL) -0.1514-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.21 14-15 >897 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 HOR(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matdx-S Weight: 88 lb FT = 0°hF, O%E LUMBER - TOP CHORD 2x4 SP No.2(Flat) BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP No.t(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=671/Mechanical, 9=87110-3.0 (min. 0.1.8) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0oc pudins, except end verticals. BOT CHORD - Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-885/0, 1-2=-865/0, 23=-2085/0, 3-0=-2739/0, 4-5=-2819/D, 5-6=-2740/0, 6-7=-2080/0, 7-8=-881/0, 8-9=-885/0 BOT CHORD 18-19=011630, 17-18=0/2513, 16.17=0/2513, 15-16=0/2819, 14-15=012819, 13-14=0/2819, 12-13=0/2517, 11-12=0/l617 WEBS 4-15=-256/274, 5-14=-256/278, 1-19=0/1151, 2-19=-1065/0, 2-18=0/633, 3-18=-595/0, 3-16=0/447, 4-16=-518/145, 9-11=0//146, 7-11=-1025/0, 7-12=0/644, 8-12=-608/0, 6-13=0/444, 5.13=-519/147 - NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to 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 0.5001n. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard JOD TWSS I russ I ype Qty PlyTlwmpson J39291 FL05 Floor 1 1 Job Reference (optional) is 0..111-0 3Xi = 3x6 = 2 3 22 ID:beg,MV7kg9okB WgVuKN07zeapr-2bEw9vhh7JhoOl7LxPe0wlz7257naWJxMBIxNEieJik F0.�1 2-0-0 P�" W Scale -1:27.0 3,3 = 4x4 = 3x3 = W = W = 5x5 = 4 r 5 6 7 a 9 MOM- Ntr,Yr• A A� W II 310 = 3x3 = W 11 20 11 1x4 II axe FP= W = 3x4 = 3x3 II 3x3 = 4x4 = LOADING (psp SPACING- 2-0-0 CSI. DEFL in (Iw) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(-L) -0.12 15 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.16 14-15 >812 240 BCLL 0.0 Rep Stress Ina YES WB 0.37 Hoa(CT) -0.02 9 nla nla BCDL 5.0 Code FBC2017rrPI2014 MatdxS Weight: 91 lb FT= O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)'Exwpl' end verbwls. 131: 2x4 SP 270OF 2.2E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing: 18-19,17-18. REACTIONS. (lb/size) 21=335/Mechanical, 18=77810-8-0 (min. 0-1-8), 9=629/0-3-0 (min. 0-1-8) Max Grav21=362(LC 8), 18=778(LC 1), 9=632(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 1-21=-357/0, 1-2=-290/0, 2-3=-050/0, 3-22=-859/0, 4-22=-859/0, 4-5=-1263/0, 5-6=-1453/0, 6-7=-1323/0, 7-S=-604/0, 8-9=-608/0 BOT CHORD 19-20=0/529, 18-19=-19/382, 17-18=-15/385, 16-17=0/1263, 15-16=0/1263, 14-15=0/1263, 13-14=0/1525, 12-13=0/1525, 11-12=011100 WEBS 4-16=0/576, 5-15=-684/0, 3-18=-718/0, 1-20=01386, 2-20=-333/0, 3-17=01737, 4-17=-962/0, 9-11=01786, 7-11=-690/0, 7-12=0/310, 6-12=-281/0, 5-14=0/549 NOTES- 1) Unbalanced floor live loads have been wnsidered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Refer to girder(s) for truss to truss connections. 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between Inside of top chord bearing and f rat diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job rass I rus5 I ypeTfKKnpsal J39291 FLOa Floor 2 1 Job Reference lootlona0 tsar wear i ruaa, rr. rnrc , rL.www 0-3-8 H r 1-3-0 54= 34= 3XJ = 1 2 3 28 25 4M01) 3x3 = nun. o.uus rvou I 2uIvY uV. [u a NOV l e zvle M I arc Inausmas, Ino. wea mar 4v:15w zuau rage1 ID:bagsZBV7kg9okBWgVuKN07zeapr-WooINFUudpT7d[uU6AdTVMGJUTfJzY4brUW gzeJlj OH-e-o � 2-" 3XJ = 3x3 = 3x6 = 34 = 4 5 Z76 7 24 23 22 z5 20 19 3XJ= Us FP= 1§ZhT#x3= 1x411 3YJ = 3x3 = 4z4 = 3x6 FP= 8 9 10 18 17 1x4 II 4x4 = W= 10= 56= 11 12 13 16 15 14 3x3 = 3x4 = 6 9S-a 1-98 43d S." 88A 8-10-10-0 11.10-0 12-10-013d8 15.10.8 18de 1910A 20-2E,0 1$0� 28-0 2-e-0 1-11-0 a1AT148i J-0 Fi 180 3 a7a 8 e=1:34.2 Plate Offsets (X,Y)— [1:0-2-0,Edge], [8:0-1-8,Edge], 113:0-2.0,Edgel LOADING (psf) SPACING- 24)-0 CSI. DEFL In (loc) gdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(L-) -0.13 18 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) -0.17 18 >765 240 BCLL 0.0 Rep Stress Incr YES WS 0.38 Horz(CT) -0.02 13 n/a n1a BCDL 5.0 Code FBC2017/rP12014 Matdx-S Weight: 111 Ib FT= 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)'Exwpt• B2: 2x4 SP 2700F 2.2E(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except 6-0-0 oc bracing:20-21. REACTIONS. (lb/size) 21=102710-8-0 (min. 0-1-8), 1=48310-3-0 (min. 0.1.8), 13=618/0-3-0 (min. 0-1-8) Max Grav21=1027(LC 1), 1=497(LC 8), 13=634(LC 4) FORCES. (lb) - Max. CompJMax Ten. -AIL forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/0, 2.3=-447/0, 3-4=-894/0, 45=448/0, 5-27=-309/177, 6-27=-3091177, 6.7=-528/55, 7-8=-1264/0, 8-9=•1458/0, 9-10=-1458/0, 10-11=-1327/0, 11-12=-606/0, 12.13=-610/0 BOT CHORD 24-25=0/810, 23-24=0/950, 22-23=0/950, 21-22=0/533, 20.21=-177/309, 19-20=0/1264, 18.19=0/1284, 17-18=0/1264, 16-17=0N532, 15-16=0/1103 WEBS 7-19=0/374, 8-18=4112/0, 6-21=-467/0, 1-25=0/582, 3-25=-505/0, 4-22=-373/0, 6-22=0/395,5-21=-57810,7-20=-1054/0,6-20=0/489,13.15=Of789, 11-15=-691/0, 11-16=0/312, 10-16=-285/0, 8-17=0/605 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 2x6 strongbacks, on edge, spaced al 10-0-0 oc and fastened to each truss with 3-10d (0.131" X T') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shal I not exceed 0.5001n. 5) CAUTION, Do not erect truss backyards. LOAD CASE(S) Standard a Ns9 Truss Type TMmpsM J39291 FL07 Floor I 1 1 Job Reference loollonall Duna puss, n new, n.wvao 067 f—I r 1-0-0 I1 14-0 I 333 nun: o.s us nav iv eaw rnn� a.azu s Nw ie zuiv muex awusmea, inc wea mar a rz:ru:uz zuzu raga r ID:bagsZBV7kg9okBWgVuKN07zeapr-TAv2oxJa0E3BFxsHcXCSYxbtlnl8wnt3N29zbzZzeJlh 1.0.14 Ri , 2-0-0 Scale=1:28.6 5x5 = 3x3 11 3x3 = 3x0 = 3r3 = 4x4 = 3x3 = 3x3 = W = 5x5 = 2 3 4 5 24 6 ro 7 8 9 10 11 �11% .� I.�.. u.0 III.I! o �LI o o ir.�.�l gill !i. �MINAM 1 f1 ��\ II ITE IrfIII ,�,. 1 �, MMP w II 3x6 = 3x3 = 3x3 113)0 1x4 11 1x4 11 3x6 FP= 3x3 = 3x4 = 3x3 11 4x4 = 0.n7 .7 15�13 10-7-13 18-115 as _a77 7 0.a3 2n11 9neka—�h Plate Offsets (X.Y)— [2:0-2-0Edge][7:0-1-8Edge] t11:0.2-O.Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Ved(LL) -0.13 17 >999 380 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Ved(CT) -0.18 17 >741 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) -0.02 11 n/a n/a BCDL 5.0 Code FBC2017ITP12014 MatdxS Weight: 95 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except' B1: 2x4 SP 2700F 2.2E(flat) WEBS 2x4 SP No.3(flal) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6.0-0 oc bracing: 20-21,19.20. REACTIONS. (lb/size) 1=33310-5-14 (min. 0-1-8), 20=862/0.8-0 (min. 0-1-8), 11=616/0-3-0 (min. 0.1-8) Max Grav 1=333(LC 1), 20=862(LC 1), 11=632(LC 4) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 Qb) or less except when sham. TOP CHORD 2-3=-396/0, 3-0=-40210, 4-5=-400/0, 5-24=-512115, 6-24=-512/15, 6-7=-1248/0, 7-8=-1445/0, 8-9=-1321/0, 9-10=-603/0, 10-11=-607/0 BOT CHORD 21-22=0/524, 20-21=-108/299, 19-20=-114/296, 18-19=0/1248, 17-18=0/1248, 16.17=0/1248, 15-16=0/1522,14-15=0/1522,13-14=0/1098 WEBS B-18=0/383, 7-17=-623/0, 5-20=-706/0, 2-22=0/559, 4-21=-278/31, 5-21=-25/280, 6-19=-1028/0,5-19=0/465,11-13=0(785,9-13=-689/0,9-14=0/310, 8-14=-281/0, 7-16=0/609, 3-22=-261/0 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss vdth 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASES) Standard o toss Cuss ype lhcrrPsw J39291 FL08 Rwr 1 1 Job Reference (opllona0 • 06-7 I--i , 134 i 1 1130 ly nu, -,o:ue as rugs , 10:bagsZBV7kg8okBWgVUKN07zeepr-TAv2oxjeQE3BFxsHS( SYxbIPl7UntYN2gzbr7zeJih 1-8-0 i Ae9 M7 5,5 = 3X3 = 3x6 = 3x3 = 1x4 II 3x3 = 3'a 3ra 5x5 = 2 3 4 19 5 6 7 8 9 10 1030 18 s s Q, 17 C 16 16 14 13 12 11 3x3 11 3xe = 3x3 = 3X3 = 1x4 11 3x3 = �I 087 2-0-12 22 36-12 9-2-12 ii-&12 13-2-12 138-R nn.zl txn n.ta taa 1 a n 2-rLn i t�v� Plate Offsets (X Y)— (2:0-2-0Edgel [10:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC OAS Vert(LL) -0.0813-14 >999 380 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.1013-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.01 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matdx-S Weight: 76 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 16-17. REACTIONS. (lb/size) 1=-2/0-5-14 (min. 0-1-8), 17=859/0-8-0 (min. 0-1-8), 10=577/0-3-0 (min. 0-1-8) Max Upliftl=-103(LC 7) Max Grav1=47(LC 8), 17=859(LC 1), 10=585(LC 4) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/263, 3=i=0/267, 4-19=-029/0, 5-19=-029/0, 6-0=-1244/0, 6-7=-124410, 7-8=-1163/0, 8-9=-55210, 9-10=-556/0 BOT CHORD 10-17=-267/0, 15-16=0/919, 14-15=0/1244, 13-14=0/1244, 12-13=0I1012 WEBS 4-17=-705/0, 2-17=-335/0, 10-12=0l719, 4-16=0/699, 8.12=-040/0, 5.16=-691/0, 5-15=0/523 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 1. 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord beadng and first diagonal or vertical web shall not exceed 0.600m. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Iruss lype Troinpsan J39291 F1.09 Floor 1 1 Job Reference (optimal) 087 —I 1-3-0 5x5 = 34 = 2 3 AID:bagsZBV7kg9okBWgVuKN07zeapr-xNT[j9HkCBYC7sSRTAFjK488ffM Hpj9W zeJig 1-0-3 944 Scale - 7�16.8 3X3 = 1x4 11 1x4 II 3)0 = 3X3 = Sx5 = 4 5 6 7 8 9 l f� 15 14 13 12 11 10 3x3 I 3X3 = 3X3 = 3XJ = 313 = 3X5 II 0.0.7 2-0.7 8-3-10 0-9-1 1 Plate Offsets (X,Y)— [2:0-2-O,Edge1. [9:0-2-0,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.06 15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.08 15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) -0.00 9 n/a n/a BCDL 6.0 Code FBC20171TPI2014 Matrix-S Weight: 57 lb FT o 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Valze) 1=526/0-5.14 (min. 0-1.8), 9=53210.3-0 (min. 0-1-8) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-580/0, 3-4=-582/0, 4-5=-1040/0, 5£=-1040/0, 6.7=-1040/0, 7-8=-083/0, 8-9=-087/0 BOT CHORD 13-14=0/1056, 12-13=0/1040, 11-12=01876 WEBS 9-11=0/628, 2-14=01758, 7-11=-547/0, 4.14=-659/0, 7-12=0/328 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 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 attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Job NSa TrussType Thompson J39291 FL70 Floor 1 1 Job Reference (optional) casr wasx nuns, r� rierce, rL:waaa 0-6-7 130 5xS = 3x3 = 1 2 3 41x4 11 nun: a.azu a rvov zum rage. ID:bagsZBV7kg9okBWgVuKN07zeapr-PZ1pDdlgysKuUFOgjyEZdMg7E6uSFo8gVTS12RzeJU 03 8 3x3 = Sx5 = 5 34= 6 7 W = 3Xi II 12 11 10 9 9 3x311 3x3= 3x411 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC OA6 Vert(LL) -0.02 10 >999 360 MT20 244119D TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.03 10 >999 240 BCLL 0.0 Rep Stress Ina YES WE 0.27 Horz(CT) -0.00 7 n1a n/a BCDL 5.0 Code FBC2017yrP12014 MatrixS Weight: 40 lb FT= 0%F, 0%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied orb-0-0 oc punins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=33810-5-14 (min. 0-1-8), 7=344/0-3-0 (min. 0-1-8) , FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-442/0, 3-0=-447/0, 4-5=-447/0, 5-6=-259/0, 6-7=-264/0 BOT CHORD 10.11=0/447, 9-10=0/447 WEBS 7.9=0/337, 2-11=0/572, 5-9=-256/0, 4-11=-299/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 1040-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard O Mss Truss Type J39291 FL11 Poor luly IF1Thanpson 1 1 Job Reference _(o�onaD tesll:08M l Mas, YL VIRM. YLJ4U Sx5- 1 087 2 i F- 150 munaALU5 NOW IV 2Ule MM OALV U NOV lU ZVIV M11 "as im woo Mar 4 l2aO:V42V2V eagel ID:bagsZBV7kg9okBWgVuKN07zeapr-PZ1p KuUF`09JYEZdMg3C6zxFsOgVfSl2RzeJK 3 087 W II 1-5-7 2-11-7 3xs- 3-2-15 nn.] SF 0-11-0 1-6-0 4 033 1 Scale -1:6.7 Plate Offsets KY)— r2:0-2-O Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 MatdxS Weight: 22 lb FT= 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2z4 SP No.2(0at) WEBS 2x4 SP No.3(gat) REACTIONS. (lb/size) 3=15510-3-0 (min. 0-1-8), 1=16010-5-14 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc pudins, except end vedicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between Inside of top chord bearing and first diagonal or vertical Web shall not exceed 0.500in. LOAD CASE(S) Standard o fuss TrussType Thompson J39291 FL12 Floor 1 1 Job Reference footiona0 • 0.38 H 1-3-0 616= 3x3= ad= nwL o.uu B nov 1e m le nN'.. Lu 6 rvuv 1e m ro ml erc RNUSIfIas, m0. .. M 412ao:uo LULU rage 1 ID:bagsZBV7kg9okB WgVuKN07zeapr-tlbBOymS)8S16ObsHglo9ZD5ZV71_6ypk6CGauzeJie 1 1-1-1 1-0-0 0 Scele=1.29.3 Dead load Dell. =1/161n 3x3 = 3x3 = 3x3 = 3x6 FP= 3x3 = 34 = 3x3 = 6X6 = 22 21 20 19 18 - 17 16 16 4x5 = 3x3 = 3xe M18SHS FP= 1x4 11 1x4 11 3x3 = 3x3 = 3x3 = 1;Ii 14 13 9369M Sx8 = 3XJ II 3- 1-9-8 341-B-0 4-3A +- 24 O &9-8 2440 1 10-7-9 8-10-1 13-1-9 2-&0 1 15-8-1 15-9:1 2� 17-0.1 17-0. 11 3-0 104 8 LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Chip DOL 1.00 TC 0.81 Vert(LL) -0.23 17 >910 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.31 17 >662 240 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.88 HOM(CT) -0.05 12 n/a n/a BCDL 5.0 Cade FBC2017/rP12014 Matrix-S Weight: 95 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or B-0-0 oc punins, except T3,T4: 2x4 SP No.l(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) 'Except* BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. B2: 2x4 SP No.l(flap WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 12=936/0-5-14 (min. 0-1-8), 1=942/0.3-0 (min. 0-1.8) FORCES. (lb) - Max. Comp./Max. Ten. -All tones 250 Qb) or less except when shown. TOP CHORD 1-2=-985/0, 23=-981/0, 3.4=-2314/0, 4-5=-3083/0, 5£=-3335/0, 6-7=-3178/0, 7-8=3178/0, 8-9=-2524/0, 9-10=-132510, 10-11=-130110 BOT CHORD 21-22=011767, 20-21=012832, 19-20=012832, 18-19=0/3335, 17-18=0/3335, 16-17=0/3335, 15.16=0/2997, 14-15=0/2025 WEBS 1-22=011251, 9-14=-951/0, 3-22---112l/0, 9-15=0/695, 3-21=0/760, 8.15=-857/0, 4-21=-721/0, 8-16=0/384, 4-19=0/424, 6-16=-433/96,5-19=-512/10, 10-14=-616/0,11.14=0/1841 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord beanng and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard oTruss TrUSS TYPO Uty FlyThompson J39291 FL13 Flaor 1 1 Job Reference (optional) EaSI (Reel MSS, Ft. ROM, FL 3 M 0.3-8 I_1 16.0 54 = 34 = 3x3 = 1 2 3 NUn:U.d3U9 NOV IU 2UIa"M U.&O B NOV le 2U1e MIr eK InaUMe9, IOC WGo Mar 4 R:WW 9W vage1 ID:bagsZBV7kg9okBWgVuKN07zeapr-Ly9Zdln4UTacjYA2rNH 1 lnmFOvS7jcKzzmxp6KzeJid 14.6 16-0 041-8 &4e = /:2{J.5 T = r .Td rpr_rr_ I &AW/ •� •.� o�rr•r_ fa fa-U�• � tt•atrr�-t•-t•tt• 16 17 16 15 14 13 12 11 3x3 II 3x4= 3K3= IA II 3a= 3x3= 4x6= 3x3 II 14Q15 t-&8 438 9-7-14 12-0.6 123b 136" It" 180 2." 5-0A 2-0A � 0 4 00.1 LOADING (psf) SPACING- 2-0-0 CSL DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Verl(LL)-0.1413-14 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.1913-14 >871 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Hom(CT) -0.03 10 n/a n/a BCDL 5.0 Code FBC201777PI2014 MatdxS Weight: 78 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except SOT CHORD 2x4 SP No.2(flat) - end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 10=74510-5-14 (min. 0-1.8), 1=75110-3-0 (min. 0.1.8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-748/0, 2.3=-742/0, 3.4=-169910, 4-5=-207210, 56=-2072f0, 6.7=-183110, 7-8=-1023/0, 8-9=-1005/0 BOT CHORD 16-17=0/1353, 15-16=0/2072, 14-15=0/2072, 13-14=0/2085, 12-13=O/1533 WEBS 9-12=011421, 1-17=01966. 7-12=694/0, 3-17=-850/0, 7-13=01415, 3-16=01481, 6-13=-35310, 4-16=-565/0, 6-14=-2011269, 6.12=-503/0 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-M cc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss I was I ype 71pmpSIXl J39291 FL14 Floor 1 jPIY i Job Reference (oWionaO 0-3-8 I— 1 13-0 3XJ = 2 ID:bageZBV7kg9okeWgVuKN07zeapr-Ly9ZtlIn4UTacJYA2rNH1 NmJ2vYw)fGzzmxp6XzeJld 1-7-12 1 r 1-0-0 OS8 34 1x4 11 1a4 11 34 w II 3 4 5 6 7 54 = 8 9 qq 44 15 14 - 13 12 11 10 2x3 11 3YJ = 3Yd = 3YJ = 41e = W I I p-33 1•&8 86-12 6-9-1 70-0-12 F10.74 t�aa pan aaa >_a=n nxa ' Plate Offsets Q%Y)- ry:0-2-0 Edge] [8:0-2.0 Edgel LOADING (pso SPACING- 2-" CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Ved(LL) -0.0711-12 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Ved(CT)-0.0911-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) -0.01 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matdx-S Weight: 60 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD . Structural wood sheathing directly applied or6-" oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 9=65410-5.14 (min. 0-1-8), 1=56010.3-0 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-515/0, 2-3=-511/0, 3-4=-1156/D, 4-5=-1156/0, 5-8=-1158/0, 6-7=-738/0, 7-8=-725/0 BOT CHORD 13.14=0/936, 12-13=0/1156, 11-12=0/1009 WEBS 8-11=0/1025, 1-14=01665, 6-11=36B/D, 3-14=-592/0, 6-12=0/328, 3-13=0/413, 7-11=-031/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 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 attached to walls at their outer ends or restrained by other means. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shal I not exceed 0.5001n. LOAD CASE(S) Standard ms9 cuss ype Thompspl L0 J39291 FL19 Floor 1 1 Job Reference (optional) cnn�was nunx, n. nniw, FL 34946 RU6.e % ID:bagsZBV7kg9okBWgVuKN07zeapr-p8jxreniFnl7LilEPSoGF IX6Jx6S9g6COhMhnzeJlc 038 1-3.0 031 1 1-0-0 �0�68 1 Sr61e=1:13.8 5x5 = 3x3 = 3x3 = 3K3 II 5x5 = 1 2 3 4 3X3= 5 6 7 NOk 13 12 11 10 93'e a3 II 3x311 3x3= 1x411 lx411 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) .0.02 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.02 9 >999 240 SCLL 0.0 Rep Stress Ina YES WB 0.29 HOrz(CT) -0.00 7 n1a n/a BCDL 5.0 Code F13C2017/TPI2014 MalrixS Weight 45 lb FT= O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/slze) 7=363/0-5-14 (min. 0-1-8), 1=369/0-3-0 (min. 0-1.8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-29710, 2.3=-293/0, 3-4=-523/0, 4-5=433/0, 5-6=-426/0 BOT CHORD 11-12=0/523, 10-11=0/523, 9-10=0/523 WEBS 6-9=0/602, 1-12=0/381, 3-12=574/0, 5-9=-33810 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-10d (0.131" X V1 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Iruss lype J39291 FL17 Floor JURY 1 IFTrampsan 1 Job Referents lootbna0 5x5 = D7WamBer :bagsZBVkg90eJVnCrk3)WBgJFQ4Dnb 5x5 = d 3411 3X3 = 3411 03-8 6 13-7 5 e-1.7 4 3.7-16 ~I..ate 1A15 1115 ~ n-eA 3 Ll ' Srale=1:72 M Plate Offsets (X.Y)— 11:0-2.0 Edgel f2:0-2-O.Edgel LOADING (pso SPACING- 24)-0 CSI. DEFL in (lot) I/defl Ud PLATES GRIP TCLL 40.0 Plate Gdp DOL 1.00 TC 0.28 Vert(LL) -0.02 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 Be 0.01 Vert(CT) -0.02 4 >999 240 BCLL 0.0 Rep Stress Incr YES WS 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-P Welght: 25 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=17210-5.14 (min. 0-1-8), 1=178103.0 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Recommend 2x8 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Job rusa I was I ype y Th mpson J39291 ZCJA1 Jack -Open 1 1 Job Reference (optional) EBBI COeSt Tm99, FL Pierce, FL 34M Run: as20 9 NOY 192019 PnnC e.32U 9 NOV 1a 2u1e MU ex inausmes, IBC. Wea Mar 412:15:W ZUZU Page 1 ID:bagsZBV7kg9okBWgVuKN07zeapwnXglGKp=OyBaOud VWgkKPNxB7eaw7dPtkATjfzeJla 2-8-e 288 Scale -19.6 2-6-8 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 CSI. TC 0.13 BC 0.14 WB 0.00 Matdx-MP DEFL In Vert(-L) -0.00 Vert(CT) -0.01 Horz(CT) -0.00 ([Do) .Vdefl Ud 6 >999 240 3-6 >999 180 2 n/a n1a PLATES GRIP MT20 244/190 Weight: 8lb FT= 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-8 cc purtins. 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 mulde. REACTIONS. (lb/slze) 1=112/0-8.0 (min. 0-1.8), 2=72/Mechanicel, 3=39/Mechanical Max Hom 1=80(LC 8) ' Max Upllftl=-41(LC 8), 2=-67(LC 8), 3=-9(LC 8) Max Grav 1=112(LC 1), 2=74(LC 13), 3=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.16; MWFRS (directional); cantilever 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 noncencument 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 vide 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 41 lb uplift at joint 1, 67 lb uplift at joint 2 and 9 lb uplift aljoint 3. LOAD CASE(S) Standard Job I was Truss Type Qty J39291 zDJB1 Jack -Open 1 IPlymo�lglsdn 1 Job Reference foblWna0 EBsr Coe%TrUn, FL Pace, FL Mace 214 = Run: ano a Nov 192019 PrInL 9.320 s Nov 102019 Mnek Indus0les, Inc. Wed Mar 4 12:16:09 2020 Page 1 ID:bagsZBV7kg9okB WgVuKN07zeapr-mXgIGKp=OyBaOudV WgkKPNIE7VZw7dPIkATjfzeJla Scale =1:16,5 Dead Load Den. =118 in N 0-4-6' 62-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.13 3-8 >586 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.16 3-8 >502 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Mahix-AS Weight: 20 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 guide. REACTIONS. (lb/size) 1=30910-9-4 (min. 0-1-8), 2=195/Mechanical, 3=79/Mechanioal Max Horz 1=161(LC 8) Max Uplift =-126(LC 8), 2=-181(LC 8) Max Grev 1=309(LC 1). 2=195(LC 1). 3=115(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opst h-20ft; B=45ft; L=24ft; eave=411; Cat II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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. 8) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding ,1261b uplift at joint 1 and 181 lb uplift at Joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Fruss I ype Ttampsm J39291 ZCJ82 JackOpen 1 1 Job Reference rootionell East Coast Truss, Ft Pierce. FL 34946 bA = Run: 8.320 s Nov 192019 Print eW0 s Nov 192019 MITeK IndUsties Inc. Wee Mar 412:10.102020 Page 1 ID:bagsZB W kg9okB WgVUKN07zeapr-EJ04Tgq bXt42CA'fP4DLZSd 0v0G5zeJlZ Scale: 1'=1' ' 0-4.6 ' 3.10J1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ved(LL) 0.02 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.26 Vert(C-r) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hor2(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matdx-AS Weight: 13 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=20610-9-4 (min. 0-1-8), 2=118/Mechanical, 3=51/Mechanical Max Horz 1=116(LC 8) Max Upliftl=-84(LC 8), 2=-111(LC 8), 3=-3(LC 8) Max Gmvl=206(LC 1), 2=118(LC 1), 3=72(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed dudng truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Ops1; h=20ft; B=4511; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 nonooncumenl 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 M-0 Vvide will tit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 1, 111 Ito uplift at joint 2 and 3Ib uplift at joint 3. 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 sheebock be applied directly to the bottom chord. LOAD CASE(S) Standard 0 russ I NSS I ype TaempSOO J39291 ZCJB3 Jack-0pen 1 1 Job Reference (obtlona0 EaUcoast Mn. Ft Plains, FL 34945 Run: e.3Z0 S NOV 192019 PIMt sUO S NOV 192019 MITek Indusine% Inc. Wee Mar 412:16:102020 Pe9e 1 ID:bagsZBV7kg90kSWgVuKN07zeapr-E)04TggbM2CATp4DLzsdw9FWOKfatI UOvO 5 Xz 1-11-2 1-11-2 Scale -1:7.9 c 2x4 = 04-8 00 1-11-2 1.8.12 LOADING (psf) SPACING 2-0-0 CSL DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 2 n/a We BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: B It, FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=44/Mechanical, 3=22/Mechanical, 1=107/0-94 (min. 0-1-8) Max Horz 1=53(LC 8) Max Uplift2=43(LC 8), 3=-5(LC 8), 1=42(LC 8) Max Grav2=44(LC 1), 3=28(LC 3), 1=107(LC 1) FORCES. (lb) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf, BCDL=8.0psf; h=20ft; B=45ft; L=24ft; eave=411t; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: Lumber DOL=1.80 plate grip DOL=1.80 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 344 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 431la uplift at joint 2, 5lb uplift at joint 3 and 421b uplift atjoint 1. LOAD CASE(S) Standard Job Cuss Truss Type Thanpson J39291 ZCJB4 Jack -Open 1 1 Job Reference (optional) East Coast Trues, FL Plerce, FL 34M p<B LOADING SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 15.0 TCDL 15.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 - REACTIONS. (Ib/size) 1=128/0." (min. 0-1-8), 2=60/Mechanical, 3=28/Mechanical Max Hoe 1=77(LC 8) Max Upllftl=47(LC 8), 2=-61(LC 8), 3=-5(LC 8) Max Gmvl=128(LC 1), 2=82(LC 13), 3=38(LC 3) FORCES. (Ib) -Max CompJMa c Ten. -All forces 250 (lb) or less except when shown. Run: 8.320 a Nov 192019 Print 8.320 a Nov 192019 Mgek Induables, Inc. Wed Mar 412:16:112020 Page 1 ID:bagsZBV7kg9okBWgVuKN07zeepr-NyShOgDI?CvgJ20amCPq-nJwL?017162faoXzeJY scale -1:9A DEFL in (loc) VdeO L/d PLATES GRIP Vert(LL) -0.00 8 >999 240 MT20 2441190 Vert(CT) -0.00 3-8 >999 180 Hoa(CT) -0.00 2 rda We Weight: 8lb FT=0% BRACING - TOP CHORD Stmctural wood sheathing directly applied or 2-5-8 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek 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-170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpI=0.18; MWFRS (directional); cantilever 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 pat bottom chord live Iced noncencumenl 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 47 lb uplift at joint 1, 61 Ib uplift at joint 2 and 6lb uplift at joint 3. LOAD CASE(S) Standard J00 Truss Truss Type ty Thompson J39291 ZCJB5 Jack -Open 1 1 Job Reference (optional) E931G t TrUM, FL PInc% FL 34946 1199 zae Scale-1:10.0 LOADING (psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017rTP12014 CSL TC 0.15 BC 0.15 WB 0.00 Matdx-MP DEFL in Vert(LL) 0.01 Vert(CT) -0.01 Hom(CT) -0.00 (too) Well L/d 36 >999 240 36 >999 180 2 n/a rda PLATES GRIP MT20 2441190 Weight 9Ib FT=0 LUMBER- BRACING- O TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 266 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (fib/size) 1=11910.8-0 (min. 0-1-8), 2=78/Mechanical, 3=41IMechanical Max Horz 1=85(LC 8) Max Upliftl=-44(LC 8), 2=-72(LC 8), 3=-8(LC 8) Max Grav1=119(LC 1), 2=79(LC 13), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp D; End., GCpl=0.18; MWFRS (directional); cantilever left and right "posed; 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to ginder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1, 72lb uplift at joint 2 and 9lb uplift at joint 3. LOAD CASE(S) Standard o russ Truss Type QTlrompsan J39291 ZCJB6 Jack -Open 1 1 Job Reference (optional) East CoastTruss, FL Pierce, FL 34M Run: 6.UO6 NOV 192019 Pant: U.020 6 NOV 1U 2019 Mil ex Indusele$, InO wea MBr 412:16:12 WZU P0901 ID:bagsZBV7kg9okBWgVuKN07zeapr-A6 WquMn3JKmRTdCBeNRy2?U4KIw7UNrt.iO7K_wJDC 1-2-9 Scale =1:6.9 RMIM LOADING (pso SPACING- 2-0-0 CSI. DEFL In (loc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Mabix-MP Weight 4 lb FT= O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=54/0-8-0 (min. 0-1-8), 2=32/Mechanical, 3=23/Mechanical Max Horz 1=39(LC 8) - Max Upliftl=-19(LC 8). 2=-27(LC 8), 3=-1 O(LC 8) Max Gmvl=54(LC 1), 2=32(LC 13). 3=23(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc pudins. 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opst BCDL=6.OpsF h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=O.18; MWFRS (directional); cantilever 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 19 lb uplift at joint 1, 27lb uplift at joint 2 and 10 lb uplift at joint 3. LOAD CASE(S) Standard 0 NSSI was I ype T110111p50n J39291 ZCJB7 Jack -Open 1 7 Job Reference (oollone0 FRB! Coast truss, Ft Pierce, FL a m 214 = nun: e.UU 9 NOV 19[PN mm: eqN S NOV la Lule MI I eft mausmos. Inc. weo mar 412:1U:13 LULU rage 1 ID:bagsZBV7kg9okB WgVuKN07zeapr-e14C51eTgdSd3dCOILvgUFYeKkl Oswd_aM8hsQuJ W scale =1:8.3 0-4-8 2-2-12 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 2 We n1a BCDL 10.0 Code FSC2017/TPI2014 Matrix -MP Weight: 8lb FT= 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=159/0-8-0 (min. 0-1-8), 2=59/Mechanical, 3=11/Mechanical Max Horz 1=61(LC 8) Max Upliftl=-69(LC 8), 2=-59(LC 8) Max Grevl=159(LC 1), 2=59(LC 1), 3=29(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.7-4 oc puriins. 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 cuddle. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-seoond gust) Vasd=132mph; TCDL=9.Opsf; BCDL=S.Opsf; h=20ft; B=4511; L=24ft; eave=4ft; Cat II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever 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 nonooncurrent 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 69 lb uplift atjoint 1 and 59lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Tho J39291 zCJC1 Jack -Open 1 1 Pp Jab Reference joptiln10 E96t CDasl TruS6, FL Pierce, FL 34946 Hun: aUO a NW 192019 Pnnt 6.320 s NOV 192019 Wax InduSVleS, InO Wee Mar 412:16:1320M Page 1 ID:bagsZBV7kgOokBWgVuKN07zeapre14CSIsTgdSd3dCOILvgUFYUYkw?slvd_aM8hsOzeJNV 5-10-2 5.10.2 Scale-1:16.8 2x4 = 0.48' 5-5-10 LOADING (psf) SPACING- 240-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.09 3-8 >798 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Ved(CT) -0.10 3-8 >722 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 nta n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS 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 calling directly applied, MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=278/0-8-0 (min. 0-1-8), 2=172/Mechanicel, 3=70/Mechanical Max Hors 1=166(LC 8) Max Uphill =-103(LC 8). 2=-169(LC 8). 3=-1(LC 8) Max Grav1=278(LC 1). 2=176(LC 13). 3=102(LC 3), FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever 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 3-0-0 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 103 lb uplift at joint 1, 169 lb uplift at joint 2 and 1 Ib uplift at joint 3. 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 sheebock be applied directly to the bottom chord. LOAD CASE(S) Standard O N66Truss 8 Type Thompson J39291 ZM Jadt-0pen 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 ZKJ = Run: 0.3209 NOV 192019 Pnnl: e.32U 6 NOV 192039 MI lek InOU5ale9, IM.. VVM Mar 412:15:142020 Page 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-6UebJ 1 t5b"UhnnbJ3Qv1T51s8JcbNtSpOIEPszeJN 4-8-6 4A-e Scale=1:14.0 ' 0-4-8 ' 4-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 3-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.04 3-8 >999 180 SCLL 0.0 ' Rep Stress Inns YES WE 0.00 Hom(CT) -0.01 2 n/a WeBCDL 10.0 Code FBC2017/TP12014 Maldx-AS Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Strucbural 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 vAth Stabilizer Installation guide. REACTIONS. (Iblsize) 1=227/0-8.0 (min. 0.1-8), 2=1341Mechanical, 3=57/Mechanical Max Horz1=149(LC 8) Max Uptiftl=-84(LC 8), 2=-132(LC 8), 3=-3(LC 8) Max Grev1=227(LC 1), 2=137(LC 13), 3=81(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; 13=4511; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right "posed; Lumber DOL=1.60 plate gdp 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 pal bottom chord live load nonconmirent vAth 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 3-8-0 tall by 2-0-0 wide will fit between the bottom chard 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 84 Ib uplift at joint 1, 132lb uplift at joint 2 and 3lb uplift at joint 3. 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. LOAD CASE(S) Standard 0Imes i N99 i ype Qty Fly 11Wmp5IX1 J39291 ZCJC3 Jack-0pen 1 1 Job Reference (optbna0 East COast Tmss, FL pence, FL 34M "<H Run: 5.320 s Nov 192019 Print 5.320 5 NOY 192019 MRek Industries, Inc. Wad Mar 412:15:15 M20 Page 1 ID:bagsZBV7kg9okB WgVuKN07zeapr-agCzW NtkMEILIxMntmx8ZgdxkXiDKg6H1 gdmWzeJIU Scale-1:11.7 ' 0-4-8 Y2-1 LOADING (psf) SPACING- 240-0 CSI. DEFL In (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Ven(LL) 0.01 3-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Ved(CT) -0.01 3-8 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Maldx-MP Weight: 111b FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=17610.8-0 (min. 0.1-8), 2=95/Mechanical, 3=43/1VIechanical Max Horz 1=112(LC 8) Max Uplift1=-65(LC 8), 2=-95(LC 8), 3=-5(LC 8) Max Grav 1=176(LC 1), 2=98(LC 13), 3=60(LC 3) FORCES. Qb) -Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-6-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. MRek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with. Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7.10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 list bottom chard live load nonconcunent 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-" 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 651b uplift at joint 1, 95lb uplift at joint 2 and 5 Ib uplift at joint 3. LOAD CASE(S) Standard Job Ns9 1russ lype Ply T"son J39291 ZCJC4 Jack-0pen 1 1 Job Reference (optional) East OOast TN59, FL PIa69, FL 34945 Hun: a3205 NOV 19 Zulu Pnnr.'a.32V a NOV 192019 MITeK InOustne9, Inc. WOO Mar 412:10:152020 Page 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-agCzWNtkMEILIxMntm xaZgdzPXj7Kg6H1gdnxJzeJIU 24-13 2-4-13 Scale =19.3 6-0-5 2-0-5 LOADING (psl) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ved(LL) -0.00 8 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 8lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS, (Ib/size) 1=12510-8-0 (min. 0.1-8), 2=58/10echanical, 3=271Mechanical Max Hom 1=75(LC 8) Max Upliftl=-06(LC 8), 2=-59(LC 8), 3=-5(LC 8) Max Grev1=125(LC 1), 2=60(LC 13), 3=37(LC 3) FORCES. (lb) - Max., Comp./Max. Ten. -All forces 260 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-4-13 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oo 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsf, h=20ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever 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 nonooncunent 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 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for trues to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1, 59 lb uplift at joint 2 and 5lb uplift at joint 3. LOAD CASE(S) Standard 0Truss I runs I ype I ThORPSOn J39281 ZCJC5 Jack -Open 1 1 Job Reference (optional) E9Sl O0aS1 TruSS, FL Plaraa, FL 34945 Rqm FUn:6.320 a NOV 192UW FMr.6.32U S NOV 192019 MII ek InaUSM6a Me Wee MW 41Z:1b1ti ZUZU Page 1 ID:bagsZBV7kg9okB WgVUKN07zeapr-2t]LkjuM7YgBw5n6USN6uA9Gx383HMRGKMLTIzeJIT -" "_0 Scale =1:6.9 LOADING (psf) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrPI2014 CSL TC 0.01 BC 0.01 WB 0.00 .Matrix -MP DEFL. in Ved(LL) 0.00 Vert(CT) -0.00 Hom(CT) -0.00 (roc) Vdeg L/d 8 >999 240 8 >999 180 2 n/a We PLATES GRIP MT20 2441190 Weight: 4lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=80/0-8.0 (min. 0-1-8), 2=22/Mechanical, 3=10/Mechanical Max H0R 1=40(LC 8) Max Upliftl=-29(LC 8), 2=-25(LC 8), 3=-5(LC 8) Max Grav1=80(LC 1), 2=23(LC 13), 3=14(LC 3) FORCES. (to) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 pat bottom chord live load nonconcumant 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. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1, 25 lb uplift at joint 2 and 5Ib uplift at joint 3. LOAD CASE(S) Standard Job N93 iruss type Thompson J39291 ZCJCB Jack-Cpen 1 t Job Referents o(�lionep Seat Coast Truss, FL Pierce, FL 34946 2x4 = Run: 8.320DagsZBV7kg90 BWgVuKN07z apr-X3Jjx3v uury2YEW9 BzcfSjEyl-LlokcaV 6u4Bz0JiS Stele=1:12.3 ' 0-4-12 ' 4-1-1 LOADING (psf) SPACING 2.0-0 CSI. DEFL in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAO Vert(LL) 0.03 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.03 3-8 >999 180 BCLL 0.0 ' Rep Stress incr YES WE 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 141b FT=OY 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 doss bracing be installed during truss erection, In accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 1=21810-9-4 (min. 0-1-8), 2=1251Mechanical, 3=54/Mechanical Max Ho¢ 1=123(LC 8) Max Uplifts=-89(LC 8), 2=-117(LC 8), 3=-2(LC 8) Max Gmvl=218(LC 1), 2=125(LC 1), 3=76(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 260 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=0.Opsf BCDL=6,Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 nonconctment 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 891b uplift at joint 1, 1171b uplift at joint 2 and 2Ib uplift at joint 3. 8) This truss design requires that a minimum of 711V structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. LOAD CASE(S) Standard Job TrussI san J39291 ZCJC7 Jark-0pan l 1 1 1 Job Reference (options]) East Coast Tress, FL Pierce, FL 34946 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017fFP12014 Run: 8.320 a Nov 192019 Print 8.320 a Nov 192019 MITek IndUstles, Inc Wed Mar 4 12:15:17 2020 Page 1 ID:bagsZBV7kggokBWgVUKN07zeapr-X3Jjx3v_uy2YEW9_BzdSjKILPmkm\ _Bu7BzeJIS Scale =1:8.2 CSI. DEFL in (too) I/deg L/d PLATES GRIP TC 0.06 Vert(LL) -0.00 8 >999 240 MT20 2441190 BC 0.05 Vert(CT) -0.00 8 >999 180 WB 0.00 Hor2(CT) -0.00 2 n/a n/a Matdx-MP Weight: 7lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 be pudins. BOT CHORD Rigid calling directly applied or 10-0-0 be bracing. MTek recommends that Stabilizers and required cross bradng� be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=11710-9-4 (min. 0-1-8), 2=49/Mechanical, 3=23/Mechanical Max Horz 1=58(LC 8) Max Upliftt=47(LC 8), 2=-47(LC 8), 3=-5(LC 8) Max Grevl=117(LC 1), 2=49(LC 1), 3=31(LC 3) FORCES. (lb) - Meet Comp./Max Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsf; h=20ft; 8=45ft; L=24ft; eave=oft; Cat 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 nonconcumant 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 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 Ito uplift at joint 1, 47 lb uplift at Joint 2 and 5 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Th=pson J39291 ZCJc8 Jack -Open 1 1 Job Reference (omione0 East (;Oast Thies, Fr. KOM, FL NM Kun: U.32U s NOV 19 Z01U PML e.320 s Nov 192019 MIT9x InaLSM85, Inc. Wee MW 412:15:1820M Pegg 1 ID:bagsZBV7kg9okBWgVuKNO7zeapr-?Ft59Pwcf94v904MYuUrBJFO6]hYXBskjerSYdzeJIR 4314 4314 Scale: 1-=1' ' 0.47 ' 3A 1.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 3-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 3-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 2 n/a Ole BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 13 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 guide. REACTIONS. (lb/size) 1=210/0-9.4 (min. 0-1-8), 2=121/Mechanical, 3=52/Mechanical Max Horz 1=118(LC 8) Max Upliftl=-85(LC 8), 2=-113(LC 8), 3=3(LC 8) Max Grav 1=210(LC 1). 2=121(LC 1), 3=74(LC 3) FORCES. fib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf, h=20ft; B=45ft; L=2411; eave ,Ift; Cat II; Exp D; Encl., GCpi=C.18; MWFRS (directional); cantlleverleft 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 85 lb uplift at joint 1, 113lb uplift at joint 2 and 3lb uplift at joint 3. 8) This truss design requires that a minimum of 711V' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss toss lype Thompson J39291 ZCJC9 Jack -Open 1 1 Job Reference (oplionell East Cost Truss, FL Pierce, FL 34W Run: 5.320 a Nev 192019 Plot sU0 s Nov 192019 Mnek Inaustnes, Inc. Wae Mar 4 12:15:19 2020 Page 1 ID:bagsZBV7kg9okB WgVuKN07zaepr-TSRUMbcEOTDmnYfY6M4k Wogx95GGe6tylb?44wJ10 2-0-2 2-0-2 Scale: 2x4 = 0-0-7 0-0-7 2-0.2 1.7-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Ved(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Ved(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 6 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc puriins. 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) 1=108/0-9.4 (min. 0-1-8), 2=45/Mechanical, 3=22/Mechanical Max Horz 1=54(LC 8) ' Max Upliftl=-43(LC 8), 2=-44(LC 8), 3=-5(LC 8) Max Grav 1=108(LC 1), 2=45(LC 1), 3=29(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsh BCDL=6.Opsf; h=20ft; 3=45ft; L=24ft; eave=4ft; Cat II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 3-0-0 tall by 2-0-0 wide will fit between the bottom chard 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 43 lb uplift at joint 1, 44 Ib uplift at joint 2 and 5 Ito uplift at joint 3. LOAD CASE(S) Standard Job russ Was Lype Tfxxn'ace J39291 ZEJ4 Jack -Open 4 1 Job Reference (optional) East Coast Truss. FL Pierce, FL 34M Run:8.320 s Nov 192019 Pent aNO s Nov 192019 M,iam incomes, Inc. Wee Mar 4 1z:1 6:19 2020 Pagel ID:bagsZBV7kg9ok8 WgVuKN07zeapr-TSRUMhEOTDmnYfY6c74kWobk9OpGe6tylb744zeJ10 Scale -1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 3-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=177/0-e-0 (min. 0-1-8), 2=118/Mechanical, 3=58/Mechanical Max Horz 1=126(LC 8) Max Upliftl=-85(LC 8), 2=-112(LC 8), 3=-8(LC 8) Max Gravl=177(LC 1), 2=121(LC 13), 3=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.11-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recemmends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ito uplift at joint 1, 112lb uplift at joint 2 and 8lb uplift at joint 3. LOAD CASE(S) Standard o hiss Truss Type Thompson J39291 ZEJ6 Jack -open 2 1 ' Job Reference (optional) East Co StTNs% Ft PiBM. FL 34946 2x4 = Run: 8220 s Nov 192019 Print 8.320 s Nov 192019 MTek Industrles, ft Wed Mar 412:16:202020 Page 1 ID:bagsZBV7kg9okB WgVuKN07zeapr-xe7sZ5xsBmLdPIEMJXJGkLfT/1B75MOByKYCWzeJiP Scale =1:17.1 Dead Load Deft.=1116In 0.4-8' 5.7-6 LOADING (Psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vtleft Ltd PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.79 Vert(LL) 0.10 3-8 >742 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.11 3-8 >667 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.02 2 We WE BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 191b 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. MTek recommends that Stabilizers and required class bracing be installed during truss erectlon, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=28510-8-0 (min. 0-1-B), 2=177/Mechanical, 3=72/Mechanical Max Horz 1=191(LC 8) Max Upliftl=-106(LC 8). 2=-173(LC 6), 3=-1(LC 8) Max Gmvl=285(LC 1). 2=181(LC 13), 3=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsh h=20ft; 13=4511; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 nonconcument 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 106 lb uplift at joint 1, 173 lb uplift at joint 2 and 1 lb uplift at joint 3. 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. LOAD CASE(S) Standard 0 N89 s9 pe Ttxxnpem J39291 2HJB1 MonopitM Gvicef 1 1 Job Reten;nce (ootlaneD =esl coast INa9, It r... rL J91MIo Kun: 8.82U 9 NM lU W.I. N: a.a2U a NW le wuiv MI I ex IWOsNes, im WW Mar 412:15:212OW F8ge 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-PgZEnRyUy4TU0spxD12YpxtyFygwkXiA0o468yreJ10 3x4 = 3x3 NAILED Scale=1:18.6 Plate Offsets ()(.Y)— H:0-1-8,Edgel LOADING (psq SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.32 Ved(LL) -0.05 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Ved(CT) -0.11 4-9 >743 180 BCLL 0.0 • Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 4 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matdx-MP Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=35310.94 (min. 0.1-8), 4=298IMechanical, 3=249/Mechanical Max Horz 1=186(LC 8) Max Upliftl=-175(LC 8), 4=-99(LC 8), 3=-248(LC 8) Max Gmv 1=353(LC 1), 4=311(LC 3), 3=249(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1.1D=-459/250,1G-11=-434/257,2-11=-008/260 BOT CHORD 1-13=-3711425, 13-14=371/425, 14-15=371/425, 4.15=-3711425 WEBS 2-4=-458/398 Structural wood sheathing directly applied or 6-0-0oc pudins, except end verticals. Rigid ceiling directly applied or M-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dudng truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsl; h=20ft; B=45ft; L=2411; eave=4ft; Call. li; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 3-0-0 tall by 2-" 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 175 lb uplift at joint 1, 99 lb uplift at joint 4 and 248 It, uplift at joint 3. 8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) "NAILED" Indicates 3-1 Od (0.148"xW) or 2-12d (0. 1 48"x3.25") toe -nails per NDS guldlines. 10) In the LOAD CABE(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 (plf) Vert: 13=-70, 45=-20 Concentrated Loads (lb) Vert: 4=-67(F) 3=-164(F) 12=-38(F) 13=-S(F) 14=-6(B)15=-28(F) Job Fruss Truss Type y Thompson J39291 ZKJB2 Monopadt 1 7 Job Reference (oDfiona0 East uoasi Truss, FL Pierce, FL s,im nun:U.JLus NOV leLuIVYpn1:n.szOs NOV l aLUIUMI I eRmau9ma5,,fIF Vaa mar 4lZao:n zVLV rJd9l ID:bagsZBV7kggokBWgVuKN07zeapr-PgZEnRyUy4TU0spxD12YpxtgtyeLkYcAQo468yeeJiO 4x4 11 1x4 11 Scale=1:17.0 Ileac Load Dell. = 3116 M 11 . l 0 77 7315 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(-L) 0.22 3-8 >425 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.27 3-8 >342 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.0o HOrz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2z4 SP No.3 BRACING- TOPCHORD BOTCHORD REACTIONS. (lb/size) 1=355/0-10-15 (min. 0-1-8), 3=92/Mechanical, 2=230/Mechan1cal Max Horz 1=180(LC 8) Max Upliftl=-161(LC 8), 2=-203(LC 8) Max Grevl=365(LC 1), 3=134(LC 3), 2=230(LC 1) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. -MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation buide. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=B.Opsf; h=20ft; 9=45ft; L=241t; eave=4ft; Cat. II; Fxp D; Encl., GCpl=0.18; MWFRS (directional); cantilever 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 nonooncument 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 3-8-0 tall by 240-0 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 161 lb uplift at joint 1 and 203 lb uplift at joint 2. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Job Truss Type Orly Tnorrpsan J39291 ZHJ83 ManomMin Girder 1 IP i Job Reference Motional) Eesl ri0831 Tm$S, FL PISMO, FL 3 M Run: 8.320 s Nov 102019 Pnnt 8.320 S Nov 19 M19 Walk Industries, Ina Wee Mar 412:16:222020 Page 1 ID:bagsZBV7kg9okBWgVuKN07zeapr-117c nz7jObLe0O7nkZnM9QBPM19T 9JeGpfhPzeJIN 3xe it Scale =1:13.5 13 10= US= 0.410 ' 6.1-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.23 Vert(LL) -0.04 4-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Ver(CT) -0.07 4-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matdx-MP Weight 261b FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. fib/size) 1=338/0.10-0 (min. D-1.8), 4=163/Mechanical, 3=94/Mechanical Max Ho¢ 1=128(LC 4) Max Uplift1=-188(LC 4), 4=-85(LC 4), 3=-94(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-430/270, 2-9=401/281 BOT CHORD 1-11=-352/390, 11-12=-3521390, 12-13=.9521390, 4-13=-352/390 WEBS 24=405/366 Structural wood sheathing directly applied or 6.0-0 oc punins, except end verticals. Rigid ceiling directly applied or 9-1 D-10 oc bracing. MTek 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf, BCDL=S.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional); cantilever 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 188 Ito uplift at joint 1, 85 Ib uplift at joint 4 and 94 lb uplift at joint 3. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.6001n. 9) "NAILED" Indicates 3-1 Od (0.148"4") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) 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 (plo Vert: 13=-70, 4-5=-20 Concentrated Loads (lb) Vert: 11=-e(F) 12=2(B)13=-16(F) Job Truss i runs i ype Uly Fly Thompson J39291 zHJC1 Monopifoh Girder 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL UM sod. =1:19.9 NAILED NAILED F"M LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.58 BC 0.69 WB 0.28 Matdx-MS DEFL In Veri(LL) 0.10 Vert(CT) -0.10 Hom(CT) -0.02 (too) Ildeg Ud 6-7 >899 240 6-7 >999 180 5 n/a Na PLATES GRIP MT20 2441190 Weight: 54lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-10-1 oc pudins, except BOTCHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 5-10-5 cc bracing. W5: 2x8 SP No.2 MITek recommends that Stabilizers and required cross bredng be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 1=825/0-11-15 (min. 0.1.8), 5=505/Mechanical, 4=2811Mechanibal Max Horzl=215(LC 17) Max Upliftl=.423(LC 4), 5=-308(LC 4), 4=-267(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=-1161/767, 12-13=-1118/775, 2-13=-1113/780, 2-14=-879/572, 3-14=-837/576 BOT CHORD 1-16=-913/1095, 16-17=-913/1095, 7-17=-913/1095, 7-18=-913/1095, 6-18=-913/1095, 6-19=-662/848, 5-19=-662/848 WEBS 2-6=-257/262, 3.6=-107/269, 3-5=-914/715 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opst h=20ft; B=45ft; L=24ft; eave=oft; Cat II; Exp D; End., GCpi=0.16; MWFRS (directional); cantilever 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 of minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncenarent with any other live loads. 5)' This truss has been designed for a live load of 20.Ops1 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 4231b uplift atjoint 1, 308 lb uplift at joint 5 and 287 lb uplift at joint 4. 8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 9) "NAILED" Indicates 3-1od (0.148"x3'1 or 2-12d (0.148"x3.25") toe-nalls per NDS guldlines. 10) 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 (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert 7=-6(F) 6=-14(B) 5=-61(F) 4=-139(F) 14=-14(F)15=-53(F) 16=-2(F) 17=-8(B)18=-20(F) 19=-33(F) 0 NsaTruss Type 7Mmpson J39291 ZHJC2 ManopithGirtler 1 1 Job Referents footbne0 East CoastTruss, FL Plerce, FL34946 Nov 3x4 = w — N41LED Scale =1:18a LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrPI2014 CSI. TC 0.32 BC 0.49 WB 0.12 Matdx-MP DEFL in Vert(LL) -0.05 Vert(CT) -0.11 Hom(CT) -0.01 (Icc)999 Udeft Ud 4-9 >240 4.9 >736 180 4 Na n/a PLATES GRIP MT20 2441190 Weight: 29lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or"-15 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=36510-94 (min. 0-1-8), 4=305/Mechanical, 3=255/Mechanical Max Hone 1=186(LC 8) Max Upliftl=-179(LC 8), 4a-104(LC 8). 3=-254(LC 8) Max Gmvl=355(LC 1), 4=317(LC 3), 3=255(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-085/256, 10-11=-416/264, 2-11=.414/266 BOT CHORD 1-13=-378/432, 13-14=-378/432, 14-15=3781432, 4-15=378/432 WEBS 2-0=-464/40e NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.0psf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gdp 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 nonconcumant 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 glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179lb uplift atjoinl 1, 104 lb uplift at joint 4 and 254lb uplift at joint 3. 8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) 'MAILED" indicates 3-10d (0.148x3") or2-12d (0.148"x3.25") toe -nails per NOS guidlines. 10) 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 (plf) Vert: 13=-70, 4.5=-20 " Concentrated Loads (lb) Vert: 4=-69(F) 3=-159(F) 12=40(F) 13=-S(F)14=-11(B)15=-29(F)