Loading...
HomeMy WebLinkAboutTRUSS PAPERWORKr Lumber design values are:in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mikk COPY NOV2 9 2018 RE: 150121i8 - MiTek USA, Inc. 1 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Gem Builders Inc. Project Name: GEM1065 Model: Moore Residence Lot/Block: I Subdivision: Address: T� B.D. City: Port Si. Lucie / St. Lucie State: FI. 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): SCANNED Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 BY Wind Code: I ASCE 7-10 Wind Speed: 160 mph St Lucie County Roof Load: 45.0 psf Floor Load: N/A 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 to61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules No. Seal#� Truss Name Date No. Seal# Truss Name Date 1 IT15141435 A01G 9/21/18 118 1 T15141452 1 Alb 9/21/18 12 1 T15141436 1 A02 1 9/21 /18 119 1 T15141453 1 Al 1 9/21 /18 1 3 1 T15141437 1 A03 1 9/21J18 120 1 T15141454 1 A20 1 9/21 /18 14 I T15141438 1 A04 1 9/21/18 121 1 T15141455 1 BO1 G 1' 9/21/18 1 15 1 T151411439 1 A05 1 9/21/18 122 1 T15141456 1 B02 1 9/21/18 16 1 T1510440 1 A06 1 9/21/18 123 1 T1 5141457 1 B03 1 9/21/18 17 1 T15141441 1 A07 1 9/21 /18 124 1 T15141458 1 C01 G 1 9/21 /18 18 1 T151411442 1 A08 1 9/21/18 125 1 T15141459 1 CO2 9/21/18 19 1 T151411443 A09 1 9/21/18 126 1 T15141460 1 CO3 1 9/21/18 110 I T151411444 1 A10 1 9/21/18 127 1 T15141461 1 C04G 1 9/21/18 Ill 1 T15141445 1 Al 1 9/21/18 128 1 T15141462 1 CJ1 1 9/21/18 112 T15141446 1 Al 1 9/21/18 129 1 T15141463 1 CJ3 1 9/21/18 113 1 T15141'447 1 Al 1 9/21/18 130 1 T15141464 1 CJ5 1 9/21/18 114 T15141448 14 1 9/21/18 131 1 T1 5141465 1 DO1G 1 9/21/18 115 I T15141449 A15 1 9/21 /18 132 1 T15141466 1 D02 1 9/21A 8 1 116 1 T15141450 1 A16 1 9/21 /18 133 1 T15141467 1 D03 1 9/21/18 117 J T15141451 J A17 1 9/21 /18 134 1 T15141468 1 E01 G 1 9/21 /18 1 The truss drax�,ing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ZcF-Otoo�o zo z LLB a}}zu.cnr=oQ F-�WODUW � w LL0WIAu-NF-Z Z .. F Zz�W O W Z0000WU� hi < UQ 1p 2 O c UM, W > F oF-WWFLLoo fn Z��QO= U Cl) 20 w WO V,I=U pUtnOClW?j� CO: LJt a -, w W0 zL=) iD 0E-�F-U9'Z m zzoq U V 6 ❑ Houigx3U o wcn= °-' 0) L SZ¢W2 U m JF-=� W�ZUUOLL g Q LL y WROOL z0U77y�/� W. ¢ZOaz¢¢Z '%V W o o 3:8LU'ZWO Z J 2= LLICM �owo 0 a > ,� �W>}LL0UWW _ Mz DWzoowop A to ❑ ❑ rnc9oOLLn.ULL m L tS s .`�tS��.•�,\ G ENV S�-c�.�'�p��. • �NoH8 • cc= '.• STATE OF 4tJ 0-0 A 'ON A� ° Michael S. Magld PE No.53661 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 21,2018 Magid, Michael 1 of 2 RE: 1501218 - Site Information: ' Customer Info: Gem Builders Inc. Project Name: GEM1065 Model: Moore Residence Lot/Block: Subdivision: Address: T.B.D. City: Port St. Lucie / St. Lucie State: Fl. No. I Seal# I Truss Name I Date 35 1 T15141469 1 E02 1 9/21/18 136 1 T15141470 1 E03 1 9/21/18 137 ( T1 51414711 ER 1 9/21/18 1 138 1 T15141472 1 EJ7S 1 9/21/18 1 139 1 T15141473 1 EJD1 1 9/21/18 140 1 T15141474 1 EJ D2 1 9/21 /18 1 141 1T151414751 EJD3 1 9/21/18 142 1 T15141476 1 EJD4 1 9/21/18 143 1 T15141477 1 EJD5 1 9/21/18 144 1 T1 5141478 1 EJD6 1 9/21/18 145 1T15141479 1 EJE1 1 9/21/18 146 1 T15141480 1 EJE2 1 9/21/18 147 1 T15141481 1 EJE3 1 9/21/18 148 1 T15141482 1 EJE4 1 9/21/18 149 1 T15141483 1 EJ E5 1 9/21 /18 150 1 T15141484 1 HJ7 1 9/21/18 151 1 T15141485 1 MG01 1 9/21/18 152 1 T15141486 1 MG02 1 9/21/18 153 1 T15141487 1 PB01 1 9/21 /18 154 1 T15141488 1 VA1 1 9/21 /18 155 1 T15141489 1 VA2 1 9/21 /18 156 1 T15141490 1 VA3 1 9/21 /18 157 1 T15141491 1 VM2 1 9/21/18 2of2 Job Truss Truss Type Qty Ply ' t T15141435 1501218 A01G Hip Girder 1 2 Job Reference (optional) swic1ers Firstbource, i Plant uay, FL 3Jbbb o.ccv a may cY c.. v ivu,..... , ,,.. ID:Rmo4nLKLev "; ", C4aTpyb r-Doj8oCPHEu2Q?MpxVghlcCSwliOHfwftBLnY9yybjAZ 2-0-0 7-0-0 12-5-5 17-10-11 23-4-0 28-9-5 34-2-11 39-8-0 46-8-0 48-8-0 2-0-0 7-0-0 5-5-5 5-5-5 5-5-5 5-5-5 5-5-5 5-5-5 7-0-0 2-0-0 NAILED 7x10 i NAILED NAILED NAILED NAILED NAILED 6x8 = NAILED NAILED NAILED 3 26 27 4 28 29 305 6 31 7 32 8 9 uu CH um m 2x4 11 2 0 1 x8 STP;= 23 22 34 35 36 213720 38 39 1940 41 42 18 17 16 ^/ 6x8 = NAILED 3x8 MT20HS = NAILED NAILED 3x8 MT20HS = 2x4 I NAILED NAILED NAILED LUS24 NAILED NAILED NAILED 7-0-0 -3-1 14-3-14 20-3-15 26-4-1 32-4-2 1 7-0-0 -3-1 6-0-1 6-0-1 6-0-1 6x8 = NAILED 7x10 6.00 12 10 33 11 Scale=1:89.2 m 0 12 2x4 II \13 TV 0 �43 15 dQ ST1.5x8STP=/ flli/ 6x8 = rVi LUS24 2x4 II NAILED FASTEN TRUSS TO BEA ING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. REFER TO NOTE 11 BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 1 .0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.32 19-21 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.49 19-21 >933 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.13 15 Na n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SPI No.2 `Except` 11-13,1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4SPNo.3 REACTIONS. (lb/size) 12=-2050/0-7-10, 15=8118/0-7-10, 2=2920/0-7-10 Max Horz 2=-73(LC 6) Max Uplift 12— 2415(LC 19), 15= 2748(LC 4), 2=-936(LC 8) Max Grav 12=805(LC 5), 15=8118(LC 1), 2=2922(LC 19) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 530 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12= 1865/5506, 3-4=-5153/1827, 4-5=-6848/2404, 5-7=-6646/2313, 7-9=-4603/1606, 9-10=-162/305,10-11=-2044/6057,2-3=-5341/1835 BOT CHORD 2-23-158314603, 22-23=-1580/4592, 21-22=-2314/6642, 19-21= 2444/7063, 18-19= 2053/5969, 16-18=-931/2845, 15-16=-l846/666, 14-15=-4808/1687, 12-141 4812/1691 WEBS 11-15-3517/1223, 10-15— 5563/1923, 10-16= 1154/3514, 9-16=-4188/1449, 9-18=-1027/3058, 7-18=-2089/811, 7-19=-285/1039, 5-19= 728/356, 5-21=-325/177, 4-21= 48/451, 4-22=-2031/778, 3-22=-512/1579, 3-23= 95/325 NOTES- (16) 1) 2-ply truss to be connected together with 1 Od (0.131 °x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Webs connected as !follows: 2x4 -1 row at 0-9-0 oc. 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 roof live loads have been considered for this design. 4) Wind: ASCE 7-10; live. (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0,18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 12=2415, 15=2748; 2=936. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 A WARNING - Verily NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valld for use only with MlTei:© connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for 'stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pl1 GualByCrlleda, DSB-89 and BCSI BuQdtng Component Safety In/ormation3vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply r T15141435 1601218 A01 G Hip Girder 1 2 ^ Job Reference (optional) Builders FirstSource, ! Plant City, FL 33566 u.22u s may z4 zui b ml I eK Inausirles, Inc. i nu aep eu i 4:u4:66 za i o rage z I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-Doj8oCPH Eu2Q?MpxVghl cCSwliOHfwftBLnY9yybjAZ NOTES- (16) 12) Use Simpson Stronb-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 10-5-8 oc max. starting at 26-7-4 from the left end to 37-0-12 to connect truss(es) to front face of bottom 'chord . 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 233 lb up at 6-11-11, and 265 lb down and 233 lb up at 39-8-5 on top chord, and 303 lb down and 103 lb up at 7-0-0, and 303 to down and 103 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building design Ir per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 11-13=?80, 3-11=-80, 1-3— 80, 2-12=-10 Concentrated Loads (Ib) Vert: 11= 196(F) 3=-196(F) 18=-842(F) 7=-139(F) 6=-139(F) 14=-303(F) 23=-303(F) 26=-139(F) 27= 139(F)28=-139(F) 29=-139(F) 30=-139(F) 31= 139(F) 32=-139(F) 33=-154(F) 34=-38(F) 35=-38(F) 36=-38(F) 37=-38(F) 38=-38(F) 39=-38(F) 40=-38(F) 41=-38(F) 42=-38(F) 43=-842(F) 44=-54(F) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valld tot use only with MITek8 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Brach}g Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSUIPII QualifyCitteda, DS9.89 and SCSI Building Component 6904 Parke East Blvd. Safety lnloimatlonavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply r T15141436 1501218 A02 Hip 1 1 Job Reference (optional) buuaers mrsiesource, riam tny, rr- aa000 -2-0-0 6-5-2 2-0~ 5'2 5x6 = 6.00 F12 d V&X11 2x4 II 3x6 = 3x6 = 3x6 = 5 6 7 8 aTdpybp9r-9BIDURXmW 17EgzJd5jVhdXGFW8G7sL9ffGfErybjAX 37-8-0 40-2-14 46.8-0 14 7-2-0 2-6-14 6-5-2 2-0-0 6x8 =^3 10 i 0 x8 STP = 17 4x6 = 3x6 = 1 16 15 5x6 = 5x8 = 30-6-0 14 13 5x6= ST1.Sx8STP= P-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.28 15-16 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.44 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4'SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 4-16,9-1'4: 2x4 SP No.2 OTHERS 2x4 SP N0.3 REACTIONS. (Ib/size)I 2=1698/0-7-10, 13=3175/0-7-10, 11=-370/0-7-10 Max Horz 2=-89(LC 10) Max Uplift 2=-387(LC 9), 13=-786(LC 8), 11=-736(LC 23) Max Grav 2=1704(LC 23), 13=3175(LC 1), 11=181(LC 9) Scale = 1:89.2 11 2x4 11 12 ST1.5x8 — 4x6 = F"� 1- -3 46-10 -7 8% 13 -3-01 PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 1 Row at midpt 5-15, 8-15, 9-14, 9-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2757/1423, 3-4=-2512/1414, 4-5= 2869/1629, 5-6=-2497/1439, 6-8=-2497/1439, 8-9=-1 1 47/759, 9-10=-818/1977, 10-11= 818/1874 BOT CHORD 2-17=- 041/2329, 16-17=-883/2149, 15-16— 1256/2869, 14-15=-387/1147, 13-14 =-1333/870, 11-13=-1627/907 WEBS 3-17=-257/272, 4-17=-192/318, 4-16=-442/971, 5-16=-448/281, 5-15=-451/225, 6-15=-550/354, 8-15=-806/1610, 8-14=-1487/834, 9-14= 1468/2893, 9-13= 2784/1375, 10-13 i 3751331 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 Idesigned 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except gt=lb) 2=387, 13=786, 11=736. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101012015 BEFORE USE Design valid for use only with MVTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage. delivery, erection and bracing of trusses and truss systems, seeANSWII AualHy CrBeria, DSB.89 and BCSI Buird/ng Component 6904 ParkeEast e East Blvd.fabrication, Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314.33610 Tampa, Job Truss Truss Type Oty Ply , i T15141437 1501218 A03 Hip 1 1 ' Job Reference (optional) bui aers i-irstsource, i viani ctry, t-L ssbbb . ' 2-0-0 ' 519-4 5-2-12 1 6-2-0 m 2x4 0 6x12 MT20HS = 3x6 = 4 5 6-2-0 I 5-9-4 ' 2-0-0 6x12 MT20HS = 5x6 = 3x6 = 6 7 8 6.00112 4x6 — 6x8 = 3x6 = 5x6 = 4x6 = ST1.5x8 STP = 4x6 — 4x6 = 3x6 = 6x8 = Scale = 1:89.2 Plate Offsets (X Y)-- (1.0-2-2 0-1-0] 14.0-9-0 0-2-01 16.0-3-0 0-3-01 t8.0-9-0 0-2-01 111:0-2-2 0-1-u1 ilb:u-4-u u-J-OI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TO 0.76 Vert(LL) -0.23 16-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.35 16-18 >999 240 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.98 Horz(OT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 252lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc pudins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-12, 5-15 OTHERS 2x4 SP No.3 REACTIONS. (lb/size)I 2=1738/0-7-10, 12=2956/0-7-10, 10=-191/0-7-10 MaxHorz 2=105(LC 11) Max Uplift 2=-379(LC 9), 12=-673(LC 8), 10= 548(LC 23) Max Grav 2=1740(LC 23), 12=2956(LC 1), 10=123(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9= 685/1705, 9-10= 598/1449, 4-5=-2387/1413, 5-6=-2184/1312, 6-7=-2184/1312, 7-8=-1025/718,2-3— 2868/1512,3-4=-2578/1443 BOT CHORD 2-18=-1134/2439, 16-18=-830/2058, 15-16=-1021/2445, 14-15=-431/1288, 12-14-227/351,10-12=-1250/699 WEBS 9-12=-469/407, 8-12= 2803/1402, 8-14=-923/1872, 7-14=-1354/746, 7-15=-599/1201, 6-15=490/317, 5-15=-350/189, 5-16=-412/212, 4-16=-226/641, 4-18=-219/375, 3-18=-332/336 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vdlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. Il; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been',designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=379,12=673,10=548. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE ' Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building Component not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, ddlivery, erection and bracing of trusses and truss systems, seeANSYMIi Cuallly Criteria, DSB-89 and BCSI BuBd/ng Component 6904 Parke East Blvd. Safety Infomrallonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1 T15141438 1601218 A04 Hip 1 1 ^ Job Reference (optional) Builders FirstSource, i Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14:05.02 2018 Page 1 I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-6ayfeaSol7YrU_6ikW Izn2ccsKgGbi8S6zl mljybjAV 2-0-0 6-9-4 13-0-0 19-10-11 26-9-5 33-8-0 39-10-12 46-8-0 48-8-0 2-0-0 6-9-4 6-2-12 6-10-11 6-10-11 6-10-11 6-2-12 6-9-4 2-0-0 Scale=1:90.8 m 2x4 0 6.00 FIT 5x6 = 5 6xl2 MT20HS = 4x6 _ 4x6 = ST1.5x8 STP = 4x6 = 6x8 = 30-9-7 46-8-0 LOADING (psi) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.84 BC 0.70 WB 0.95 Matrix-SH DEFL. in (loc) I/dell Ud Vert(LL) -0.24 19-21 >999 360 Vert(CT) -0.35 19-21 >999 240 Horz(CT) 0.11 14 nfa n/a PLATES MT20 MT20HS Weight: 253 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 8-16, 9-14 OTHERS 2x4 SP No.3 REACTIONS. (lb/size)) 2=1785/0-7-10, 14=2686/0-7-10, 12=3210-7-10 Max Horz 2= 122(LC 10) Max Uplift 2=-401(1-0 12), 14=-556(LC 8), 12— 321(LC 23) v Max Gra2=1785(LC 1), 14=2686(LC 1), 12=127(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294611548, 3-5=-2742/1608, 5-6= 2084/1291, 6-8= 1960/1221, 8-9= 1025/741, 9-1 1=-393/1218,11-12=-432/1009 BOT CHORD 2-21=-1155/2501, 19-21=-773/1993, 17-19= 863/2178, 16-17= 608/1687, 14-16=-74/533, 12-14=' 855/561 WEBS 3-21=-418/410, 5-21— 420/585, 5-19=-1191438, 6-19=-357/182, 6-17=-487/299, 8-17= 250/598, 8-16=-1291/690, 9-16= 594/1283, 9-14= 2610/1264, 11-14=-518/461 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vdlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 lost 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, with BCDL = 5.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=401, 14=556, 12=321. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE ' Design vaild for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual bm"d ng component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANS&VII GuafCy Cdfeda, DSB-09 and BOSS Bu0d0v Componanl 6904 Parke East Blvd. Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply , I T15141439 1501218 A05 Piggyback Base 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 2-0-0 m 0 6-7-1 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14:05:04 2018 Page 1 I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-2y4Q3GU2gkpZj H G4sxnRsTiwl7Vv3c_IaHEsNcybjAT 20-3-11 23-1-7 25-9-727-1-7 1-2-4 1.4-0 0-6.14 1-4-0 5x8 = Sx6 = 6.00 12 8 9 10 11 12 13 14 15 4x6 = 3x6 = 3x6 = 3x6 = F1_2 20-3-11 4-5-1 a-3-13 Scale=1:87.0 3x8 = 3x6 = 3x8 = ST1.5x8 STP = 4x6 = 3� 38-4-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.18 27-29 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 27-29 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.10 23 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 324lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-27, 26-32, 26-33 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 31, 32, 33, 34, 40 REACTIONS. (lb/size)- 2=1824/0-7-10, 23=2459/0-7-10, 21=220/0-7-10 Max Horz 2=181(LC 11) Max Uplift 2=-457(LC 12), 23=-491(LC 13), 21=-130(LC 23) Max Grav 2=1824(LC 1), 23=2459(LC 1), 21=357(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3028/1642, 3-5=-2389/1407, 5-6= 1789/1184, 6-7=-1229l774, 7-8=-1166l798, 8-9=-1 1130/807, 9-10=-889/699, 10-11=-886/698, 11-12=-886/698, 12-13=-886/698, 13-14=-889/700, 14-15=-909/688, 15-16=-1000/723, 16-17=-1048/674, 17-18= 1510/1035, 18-20-1033/719,20-21=-274/760 BOT CHORD 2-30=-I 232/2570, 29-30=-1232/2570, 27-29=-830/2022, 26-27=-506/1564, 24-26- 187/814, 23-24= 538/444, 21-23=-538/444 WEBS 3-29=-624/489, 5-29=-193/398, 5-27=-718/471, 27-31= 301/629, 9-31 =328/655, 9-32- 432/170, 26-32=-682/277, 18-26= 266l708, 18-24=-1015/519, 20-24=-767/1713, 20-23= 2344/1319, 6-34=-536/455, 34-35=-536/455, 3125=-536/455, 31-32- 505/437, 32-36=-422/398, 36-37=-422/398, 37-38=-422/398, 33-38_ 422/398, 33-39=-424/398, 39-40= 424/398, 17-40= 424/398 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been dIesigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has beenidesigned 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, with BCDL = 5.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=457,23=491,21=130. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracirig Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANsVWI1 QualityCiflerla, DSB-89 and It=Building Component 6904 Parke East Blvd. Safety /nfonnationgvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type City Ply ' T15141440 1501218 A06 Piggyback Base 1 1 Job Reference (optional Builders FirstSource, Plant City, FL 33566 6.z2u s May z4 zui a MI I ex Industries, Inc. Thu Sep zu rw;uo;ao 201 o rage r ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-_LCATxW I MM3HybOTzMgvxunKvx9PXU M21 bjzRUybjAR 2-0-0 8-3-13 14-3-12 20-3-11 26-4-5 32-4-4 38-4-3 46-8-0 48-8-0 2-0-0 8-3-13 5-11-15 5-11-15 6-0-10 5-11-15 5-11-15 8-3-13 2-0-0 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 O.C. MAXIMUM. Scale = 1:92.3 TYPICAL FOR ALL APPLICABLE TRUSS DESIGNS IN THIS JOB. 5x6 = 5x6 = 6.00 12 a 7 e 413 i 4x6 5 8 2x4 14 9 2x4 i l 3 10 2x4 11 2 11 2x4 11 m 12 Ia � 1 O O STP = 23 19 24 18 25 17 26 16 27 28 152914 30 ST1.Sx8 x8 20 13 4x6 — 6x8 = ST1.5x8 STP= 46 — :0-2-2 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER TOP CHORD 2x4 SP N0.2 *Except* 1-4,9-12: 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 30-10-2 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.71 Vert(LL) -0.2218-20 >999 360 MT20 244/190 BC 0.82 Vert(CT) -0.3218-20 >999 240 WB 1.00 Horz(CT) 0.10 13 n/a n/a Matrix-SH Weight: 280 lb FT = 20% B RACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing, WEBS 1 Row at midpt 6-18, 6-16, 7-15, 8-13 REACTIONS. (lb/size)' 2=1831/0-7-10, 13=2419/0-7-10, 11=253/0-7-10 Max Horz 2=181(LC 11) Max Uplift 2=-454(LC 12), 13=-535(LC 13), 11=-92(LC 13) MaXGrBV 2=1831(LC 1), 13=2419(LC 1), 11=365(LC24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1580, 3-5=-2925/1830, 5-6=-2156/1451, 6-7= 1391/1046, 7-8=-1296/959, 8-10=-78/622, 10-11=-360/690 BOT CHORD 2-20= 1159/2513, 18-20= 791/2014, 16-18=-399/1483, 15-16=-261/1237, 13-15=-200/952, 11-131 -473/519 WEBS 3-20= 531/498, 5-20=-613/823, 5-18=-775/653, 6-18=-641/957, 6-16= 511/266, 7-16= 223/628, 7-15— 548/130, 8-15=-77/650, 8-13=-2220/1082, 10-13=-616/549 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRSI(envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, with BCDL = 5.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except Qt=lb) 2=454, 13=535. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MI1ek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/IPII ®uaMyCrBeda, DS8-89 and BCSI Suading Component 6904 Parke East Blvd. SatotytntormaRorrdvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply � T15141441 1501218 A07 Piggyback Base 4 1 ' Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.2zu s May z4 zui8 MI I etc inausmes, inc. Thu Sep zu 14:05:07 zaia reye i I D:Rmo4nLKLBvrmhSN9C4aTdpybp9r-SXmYhH W w7fBBal?fX3L8U5KT3LTRGxeBGFTWzxybjAQ -2-0-0 3-0-8 6-9.2 11-2-9 15-6-0 20-3-11 26-4-5 32-4-4 38-4-3 46-8-0 48-8-0 2. r 3;0-8 .12. 3-5-2 4-5-7 4.5-7 4-7-11 6-0-10 5-11-15 5.11-15 8-3-13 2-0-0 Scale=1:93.6 5x6 = 5x6 = 6.00 F12 8 9 3x4 II 7 10 6 11 4x6 o 5x6 i 12 00 5 4 4x6 = 5z8 ST1.5x8 STP= 3 2x4 I 2 13 2x4 II To 1 21V 14 ral' o 23 22 24 25 20 19 28 18 29 17 16 15 6 11.08 12 5x12 = Sx8 = 4x6 = ST1.Sx8STP= 4x6 = ST1.5x8 STP = 5x6 � 6 12 MT20HS = 3x4 I � � 4 3-4.0 2-370 3-0- 6-9. 15-8-0 026.4-5 3 324-14 4.1 2.3i0 -9 t 5 380 1 0-3-8 Plate Offsets (X,Y)-- (1:0-2-2,0-1-01, f4:0-2-0,0-1-121, [8:0-3-0,0-2-0], [9:0-3-0,0-2-01, [14:0-2-2,0-1-01, [23:0-6-0 Edge] [24:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5,11-14: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 21-23: 2x4 SP No.1, 7-20: 2x4 SP No.3 WEBS 2x4 SP No-3'Except' 3-23: 2x4 SP No.2 OTHERS 2x4 SP No.3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.87 Vert(LL) -0.33 21-22 >999 360 MT20 244/190 BC 0.96 Vert(CT) -0.57 21-22 >794 240 MT20HS 187/143 WB 1.00 Horz(CT) 0.23 15 n/a n/a Matrix-SH Weight: 309 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt 8-21, 8-19, 9-18, 10-16 REACTIONS. (lb/size)) 2=1767/0-7-10, 15=2854/0-7-10, 13=-106/0-7-10 Max Holz 2=181(LC 11) Max Uplift 2= 431(LC 12), 15=-550(LC 12), 13= 418(LC 23) Max Grav, 2=1767(LC 1), 15=2854(LC 1), 13=186(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1432, 3-4=-6004/3094, 4-6= 3920/2219, 6-7=-2267/1368, 7-8=-2254/1533, 8-9= 1315/1057,9-10— 1257/923,10-12=-806/588,12-13=-633/1459 BOT CHORD 2-24=]064/2179, 22-23=-1599/3435, 21-22— 1108/2523, 7-21= 358/338, 18-19=-189/1030,16-18=-76/613,15-16=-1155/772,13-15=-1155/772,23-24=-1333/2719 WEBS 4-23=-1152/2320, 4-22=-805/553, 6-22=734/1318, 6-21=-809/568, 19-21=-299/1296, 8-21=-847/1411, 8-19_ 779/353, 9-19= 297/692, 9-18=-520/168, 10-18=-174f753, 10-16- 1194/615, 12-16=-996/2141, 12-15=-2736/1524, 3-24=-1634/860, 3-23=-1489/3160 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 lost 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, with BCDL = 5.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=431, 15=550, 13=418. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 21.2018 ® WARNING - Verify design parameters and READ NOTES ONMIS AND INCLUDED MR'EK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design vaild for use onl Wth MITelt® connectors. This design Is based only upon parameters shown. and Is for an Individual budding component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabricatlon, storage- delivery. erector, and bracing of trusses and truss systems, seeANSUIPII GuamyCdfeda, DS9-89 and BCSI SuOding Component 6904 Parke East Blvd. Safety rnformaBonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ ype tY y I T15141442 1501218 1 A08 PIGGYBACK BASE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Jun 23 2018 MiTek Industries, Inc. Fri Sep 21 14:48:14 2018 Page 1 ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-Sc4XgBCSMoYUtW IAcW Ku0_IXOM_94pNPzHwKQGybOKF 22--00-0 71-9 20-3-11 26-4-5 352144 384-3 080 5 A -3 -0 71-9 6-7-1 48-8-0 5x8 = 6.00 12 Sx6 = Scale=1:91.1 4x6 = I 2x4 I I 3x8 = 3x8 = ST1.5x8 STP = 4X0 — 7-1-9 13-8-10 20-3-11 26-4-5 32-4-4 38-4-3 46-8-0 7-1-9 6-7-1 6-7-1 6-0-10 5-11-15 5.11-15 83-13 Plate Offsets (X Y)-- [1:0-2-2 0-1 0] [6 0-6-0 0-2-8] [7:0-3-0 0-2-0] [12:0-2-2 0-1-0] rl4:0-3-8 0-1-81 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.18 17-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 17-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.10 13 n/a n/a BCDL 5.0 Code FBC2017ffP12014 Matrix-SH Weight: 283lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Sheathed or 2-10-14 oc puffins, except 1-4,9-12: 2x4 SP No.1 2-0-0 oc puffins: 6-7. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 7-16 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size)I 2=1821/0-7-10, 13=2480/0-7-10, 11 =202/0-7-1 0 Max Horz 2=181(LC 11) Max Uplift 2=-455(LC 12), 13=-503(LC 13), 11= 137(LC 23) Max Grav 2=1821(LC 1), 13=2480(LC 1), 11=346(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3013/1627, 3-4= 2392/1386, 4-5=-2180/1408, 5-6=-1741/1159, 6-7= 1201/993, 7-8=-1454/1019, 8-9=-1065/749, 9-10— 1113f729, 10-11=-319f799 BOT CHORD 2-20= i121712554, 19-20=-1217/2554, 18-19=-841/2036, 18-23— 841/2036, 17-23=-841/2036, 17-24=-404/1451, 16-24= 404/1451, 16-25=-214/887, 15-25=-214/887, 14-15 1-214/887, 13-14=-571/482, 11-13= 571/482 WEBS 3-19=-598/458, 5-19= 177/384, 5-17=-852/642, 6-17=-422f741, 6-16= 628/267, 8-16= 1081578, 8-14=-983/517, 10-14= 817/1781, 10-13— 2365/1348 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vblt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord We load nonconCUTTent 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 2, 503 lb uplift at joint 13 and 137 lb uplift at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21.2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, riot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addlilonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSUWII GualffyCrBeda, DSB•89 and SCSI BuHding Component Safety /nioimotlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job rusS I ype y rQty T15141443 1501218 A09 PIGGYBACK BASE 2 1 Job Reference (optional) tsumers rirswource, cram Lay, r-L nabob 6-7-1 ' 6-0-10 ' 6-7-1 6.7-1 7-1-9 I 5x8 = Sx6 = 1 6.00 12 5 6 4x6 = r7 2x4 II 3x8 = 2x4 II ST1.5x8 STP = 7x10F�) = 4x6 = Scale=1:89.4 N4 II CO t IY 0 7-1-9 13-8-10 20-3-11 26-4-5 32-11-6 38-4-3 46-8-U 17-1-9 6-7-1 6-7-1 6%-10 6-7-1 5-4-13 8-3-13 Plate Offsets (X Y)-- [5:0-6-0 0-2-8] [6.0-3-0 0-2-0] [7:0-3-9 0-1-12] [11:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.19 16-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.30 16-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.11 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 279 lb FT = 20 LUMBER- ! BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins: 5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP N0.3 WEBS 1 Row at midpt 4-16, 5-15, 6-15, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=163210-7-10, 12=2484/0-7-10, 1 0=207/0-7-1 0 Max Horz 1=-186(LC 8) Max Uplift 1= 396(LC 12), 12= 527(LC 13), 10= 127(LC 23) Max Grav 1=1632(LC 1), 12=2484(LC 1), 10=348(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3068/1655, 2-3=-2408/1385, 3-4=-2196/1408, 4-5=-1745/1150, 5-6=-12021980, 6-7=-14711999, 7-8=-213/851, 8-9=-236/637, 9-10= 321/679 BOT CHORD 1-19=-i128312609, 18-19=-128312609, 17-16= 850/2048, 17-21=-850/2048, 16-21- 850/2048, 16-22=-402/1455, 15-22=-402/1455, 15-23= 1681827, 14-23=-168/827, 13-14=-168/827, 13-24= 168/827, 12-24=-168/827, 10-12= 498/464 WEBS 2-18= 647/494, 4-1 8=-1 89/396, 4-16=-863/650, 5-16=4301747, 5-15= 633/283, 7-15=-129/625, 7-12=-2412/1238, 9-12=-512/453 NOTES- (9) 1) Unbalanced roof live 2) Wind: ASCE 7-10; VI GCpi=0.18; MWFRS DOL=1.60 plate grip 3) Provide adequate dr, 4) All plates are 3x6 MT 5) This truss has been ( 6) ` This truss has been will fit between the be 7) Provide mechanical ( joint 12 and 127 lb uF 8) Graphical purlin reprE purlin representation 9) This manufactured pi particular building is t LOAD CASE(S) ds have been considered for this design. :160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., lvelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber L=1.60 ige to prevent water ponding. unless otherwise indicated. igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed 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 m chord and any other members, with BCDL = 5.0psf. nection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 1, 527 lb uplift at at joint 10. ntation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical )s not depict the size or the orientation of the purlin along the top and/or bottom chord. .tct is designed as an individual building component. The suitability and use of this component for any responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verity des>gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with lvtlTekV connectors. This design Is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only. Addlilonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSLM11®ualllyClBella, DSB-89 and BCSI Bugdhlg Component 6904 Parke East Blvd. SafetylntormaHonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype aty Ply r T15141444 1501218 A10 PIGGYBACK BASE 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 a Jun z3 zul6 MiTek ex Industries, Inc. rd Sep 2i 14:46:44 20i 6 ray& I ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-4leVxP6_Z9CF4hQtKcjnNOZ5F4DO?6QAHH7ZFUybOLf 2-8-03r410 15-8-0 20-3-11 26-4-5 32-11-6 39-6-7 46-8-0 48-8-01 2-8.00-8-0 6-2-0 6-2-0 4-7-11 6-0-10 6-7-1 6-7-1 7-1-9 2-0-0 6.00 12 6x12 5x8 = 5x6 = Scale=1:97.6 x4 11 mTTo '- lvl, 6 'zb 24 5x6 = 16 11 10 - 3x6 11 3x4 11 5x12 — 46 = 3x8 — 3x6 2x4 11 ST1.5x8 STP = 4x6 = 3x4 i i 6x8 = ST1.5> 8 STP = 4x6= 3x4 11 172-8.031410 9-6-0 15-8-0 20-3-11 2 5 32-11-6 38-4-3 46-8.0 04 2-8-00-8-0 6-2-0 6-2.0 4-7-11 6.0-10 6-7-1 5.4-13 83-13 Plate Offsets (X Y)-- [2:0-8-4 0-2-12] [6:0-5-8 0-2-41 [7:0-3-0 0-2-0] [12:0-2-2 0-1-01 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.47 20-21 >974 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.71 20-21 >641 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.29 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 308lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Sheathed, except end verticals, and 2-0-0 oc puriins: 2-3: 2x4lSP No.1 1-2, 6-7. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing. 22-24,5-18: 2x4 SP No.3, 19-23: 2x4 SP M 31 WEBS 1 Row at midpt 2-20, 4-19, 6-19, 6-17, 6-16, 7-16 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 8-13 1-21: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 25=155410-7-10, 13=2986/0-7-10, 11=-202/0-7-10 Max Horz 25=-227(LC 13) Max Uplift 25=-378(LC 12), 13=-599(LC 12), 11=-51O(LC 23) Max Grav 25=1554(LC 1), 13=2986(LC 1), 11=150(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23-25-1506/811, 1-23=-1333/700, 1-2=-5429/2780, 2-3=-3325/1762, 3-4— 3148/1776, 4-5=-2290/1331, 5-6=-2240/1517, 6-7=-991/872, 7-8=-1236/878, 8-9=-650/1716, 9-10= 673/1502, 10-11= 759/1548 BOT CHORD 22-23=-203/577, 21-22= 226/620, 20-21=-2787/5716, 19-20= 1335/2922, 5-19=-414/391, 17-27= 314/1293, 16-27= 314/1293, 16-28=0/538, 15-28=0/538, 14-15=0/538, 14-29 Ot538, 13-29=0/538, 11-13=-1249/844 WEBS 1-21= 2638/5042, 2-21� 1432/851, 2-20=-2813/1461, 4-20=-175/492, 4-19= 1147l734, 17-19� 268/1218, 6-19=-875/1437, 6-16=-725/328, 8-16=-269/887, 8-13=-3014/1538, 10-13=-535/465 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has beenldesigned 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, with BCDL = 5.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 25, 599 lb uplift at joint 13 and 510 lb uplift at joint 11. Michael S. Magid PE No.53661 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical MiTek USA, Inc. FL Cart 6634 puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. S@Pt81T1beC 21,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with W fekO contlectors. This design Is based only upon parameters shown, and Is for an Individual building component hot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSW11 GuaBlyCriteria, DSB-89 and SCSI Bultding Componant Safety lnfomtatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job I Truss Truss Type City Ply r T15141445 1501218 : All Piggyback Base 1 1 Job Reference o tional bunaers rtrstbource, . riani Liry, rL aaobb 2-8-0 '2-2-8 5-4-12 5x6 = 6.00 12 6 3x6 i 4x6 i 4 4x112 = 5x6 = 3 1 21 20 19 24, 23 5xl2 = 4x6 = 3x61 11 3x4 11 ST1.5x8 STP= 3x4 3x4 [I I ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-Hh7pxKbhiVxHlgSptK: 26-4-5 32-11-6 39-6-7 46-8-0 6-0-10 6-7-1 18u 17 16 26 5xl2 = 5x8 = 3x4 I 15-8-0 20-3-11 29-3-1 5-4-12 4-7-11 9-0-4 5x6 = 7 5x6 8 3x6 9 2x4 10 27 15 1428 29 j3 3x6 = ST1.5x8 STP = 3x6 = 6x8 = T_�3 38-4-3 2-0-0 Scale = 1:95.0 0 T 0 11 2x4 II 0 Ito 12 Iv I9 ST1.5x8 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.33 19-20 >999 360 MT20 2441190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.50 19-20 >915 240 BCLL 0.0 ! Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 300lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 21-23,5-17: 2x4 SP No.3, 18-22: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 6-18, 6-16, 7-15 1-20: 2x4 SP No.2 2 Rows at 1/3 pis 8-13 OTHERS 2x4 SP N0.3 REACTIONS. (lb/size)) 24=1589/0-7-10, 13=2788/0-7-10, 11=-38/0-7-10 Max Hor'z 24=-247(LC 13) Max Uplift 24= 390(LC 12), 13=-557(LC 13), l l=-351(LC 23) Max Grav 24=1589(LC 1), 13=2788(LC 1), 11=222(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 22-24= 1558/832, 1-22=-1502/799, 1-2= 4197/2142, 2-4=-3211/1720, 4-5� 2357/1369, 5-6=-2323/1544, 6-7= 1358/1058, 7-8=-1142/860, 8-10= 495/1367, 10-11=-581/1197 BOT CHORD 21-22=�-100/313, 20-21=-119/336, 19-20= 2008/4329, 18-19=-1243/2820, 5-18= 388/364, 15-16=-192/1065, 13-15=-53/591, 11-13=-940/690 WEBS 1-20=-2189/4209, 2-20=-1355/811, 2-19=-1565/793, 4-19=-200/517, 4-18=-10091640, 16-18 303/1309, 6-18=-873/1446, 6-16=-775/362, 7-16=-290707, 7-15=-626/219, 8-15=-168/777, 8-13= 2768/1428, 10-13=-525/461 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V6lt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS ;(envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 idesigned 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, with BCDL = 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 24=390, 13=557, 11=351. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ® WARNING - Verify design parameters andREADNOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design Valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, hot a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,-oANSUIPII Qua/ByCflteda, DSB-89 and BCSI BuHdlrlg Component 6904 Parke East Blvd. Tampa, FL Safety /nfofmallonavailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 33610 Job Truss Truss Type Oty Ply , T15141446 1501218 Al2 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14:06:15 2018 Page 1 ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-D4FaMOdyE7B?XzcC?kUOonfgFZE78bgN5VPyGTybjAl 2-8=0 6-10.8 11-3-4 15-8-0 20-3-11 26-4-5 32-11-6 39-6-7 46-8-0 • 2-8=0 4-2-8 4-4-12 4-4-12 4-7-11 6-0-10 6-7-1 6-7-1 i Scale = 1:89.6 5x6 = Sx6 = e.00 21 1 20 5x12 = 15 14 cc 40 ra .- 4. 11 ST1.5x8 STP = 3x4 11 I I — 3x6 11 3x4 5x8 — 3x6 = ST1.5x8 STP = 4x6 — — ST1.5x8 STP = 3x4 11 5xl2 = 3x6 = 6x8 = 3x4 =� r 2-8-.0 6-10-8 15-8-0 20-3-11 29-3-15 38.4-3 46-8-0 2-8-'0 4-2-8 8-9-8 4-7-17 9-0-4 9-0-4 8-3-13 Plate Offsets (X Y)-- [5:0-3-0 0-2-01 [6:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.33 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.57 16-17 >809 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.15 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 1-2. 2x41SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. 18-20,4-15: 2x4 SP No.3 WEBS 1 Row at midpt 1-17, 5-16, 5-14, 6-13 WEBS 2x4 SP No.3 `Except` 2 Rows at 1/3 pis 7-11 1-17: 2x4 SP No.2 REACTIONS. (lb/size)I 21=1602/0-7-10, 11=2740/0-7-10, 10=-183/0-7-10 Max Hofz 21 =-243(LC 13) Max Uplift 21=-397(LC 12), 11=-570(LC 13), 10=-341(LC 23) MaxGrav 21=1602(LC 1), 11=2740(LC 1), 10=89(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 19-21 1577/838, 1-19=-1552/836, 1-2=-3482/1774, 2-3=-4106/2142, 3-4=-2373/1369, 4-5= 2357/1534, 5-6=-1384/1048, 6-7=-1188/852, 7-9- 444/1225, 9-10=-532/1058 BOT CHORD 17-18='-1201263, 16-17=-1170/2650, 4-16=-359/338, 13-14= 247/1097, 11-13=-119/638, 10-11=-809/565 WEBS 1-17=-1866/3597, 2-17=-2221/1235, 3-17=-652/1389, 3-16=-850/553, 14-16=-364/1390, 5-16=-867/1462, 5-14=-779/364, 6-14= 283/693, 6-13=-591/206, 7-13=-1511738, 7-11=-2662/1379, 9-11= 544/476 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=397, 11=570, 10=341. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ...... r.............. ._ . ,,�.. . ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE ' Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlom storage, delivery, erection and bracing of Trusses and truss systems, seeANSUlpll CualllyCtBetla, DS8.89 and BCS1 Bullding Component 6904 Parke East Blvd. Safety /nfonnaHonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype city Ply T15141447 1501218 A13 PIGGYBACK BASE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL M66 8.220 s Jun 23 2018 MITeK industries, Inc, Fri Sep 21 14:46:11 201 a Page 1 I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-Yx9107j I KO2xcdOXuBd2X2iTDn_RmDfJhedJ bvybOMA 2-8-0 4-2-0 8-10-8 15-8-0 20-3-11 26-4-5 32-4-7 38-8-0 2-8-0 1-6-0 4-8-8 6-9-8 4-7-11 6-0-10 6-0-1 6-3-9 5x6 = 5x6 = Scale=1:74.4 3x6l II 2x4 II 2x4 II 5x8 = 3x6 = 3x4 = 6x8 = ST1.5x8 STP 4x6 = ' 12-8-0 8-10-8 15-8-0 20-3-11 29-4-1 38.8-0 2-8-0 6-2-8 6-9-8 4-7-11 9-0-7 9-3-15 Plate Offsets (X Y)-- [5:0-3-0 0-2-0] [6:0-3-0 0-2-0] [14:0-2-4 Edge] [15:0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.28 10-12 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.40 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.18 9 n/a n/a BCDL 5.0 1 Code FBC2017ITP12014 Matrix-SH Weight: 272 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 3-5: 2x41SP No.1 BOT CHORD 2x4 SP NO.2 'Except' 16-18,4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD 130T CHORD WEBS REACTIONS. (lb/size) 19=1727/0-7-10, 9=1727/Mechanical Max Horz 19— 104(LC 8) Max Uplift 19=-425(LC 12), 9=-353(LC 13) i FORCES. (ID) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-19 Ll705/925, 2-3=-3340/1785, 3-4=-2739/1504, 4-5=-2701/1720, 5-6— 1632/1147, 6-7=-1660/1078 BOT CHORD 16-17=-957/1611, 15-16=-953/1807, 14-15= 1789/3386, 4-14=-511/474, 11-12=-650/1419, 11-20L-650/1419, 10-20=-650/1419, 10-21=-669/1275, 21-22=-669/1275, 9-22=-669/1275 WEBS 2-17= 2354/1298, 2-15=-1017/1931, 3-15=1094/678, 3-14=-1158/649, 12-14=-703/1579, 5-14=-b92/1570, 5-12=-706/371, 6-12= 207/568, 6-10= 293/132, 7-10= 48/430, 7-9-1918/1007 Sheathed, except end verticals, and 2-0-0 oc puffins: 1-3, 5-6. Rigid ceiling directly applied or 44-6 oc bracing. 1 Row at midpt 2-17, 3-14, 5-14, 5-12, 6-10, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V6It=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS i(envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 19 and 353 lb uplift at joint 9. 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard I Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTTek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the bullding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUM/I GualByCdteda, DSO-89 and BCSI BuOdtng Component 6904 Parke East Blvd. Safety lnfomtatIorlovaitable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply r T15141448 1501218 A14 Piggyback Base 1 1 Job Reference (optional) buuoers mrstoource, want L.ny, rL asoeo 2-8i- 1 2-8-0 2-9-4 2: O.LLV J IVIQy G4 GV I O IVII I GA IIIUUJII ICJ, II �cr/ � a, ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-ASMKnieCmkRjnHma69W UuCkBwNvxcV8gZou2K ?0-3-11 26-4-5 32-4-7 38-8-0 4-7-11 6-0-10 6-0-1 6-3-9 5x6 = 5x6 = 6.00 12 5 6 Scale = 1:75.6 3x6 11 2x4 11 2x4 11 5x8 = 3x6 = 3x4 = 6x8 = ST1.5x8 STP =�� 4x6 = Irt 12-8-0 10-10-8 15-8-0 20-3-11 29-4-1 38-8-0 1 2-8-0 8-2-8 4-9-8 4-7-11 9-0-7 9-3-15 Plate Offsets (X Y)-- [5:0-3-0 0-2-0] [6:0-3-0 0-2-0] [14:0-2-12 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.29 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.48 15-16 >967 240 BCLL 0.0 1 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 9 n1a n/a BCDL 5.0 Code FB02017/TP12014 Matrix-SH Weight: 277lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 16-18,4-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 `Except` WEBS 1-19: 2X4 SP No.2 REACTIONS. (lb/size)i 19=1727/0-7-10, 9=1727/Mechanical Max Horz 19= 127(LC 13) Max Uplift 19=-431(LC 12), 9=-350(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 17-19- 1701/923, 2-3=-2977/1577, 3-4= 2677/1479, 4-5=-2669/1657, 5-6=-1633/1129, 6-7= 1659/1066 BOT CHORD 16-17=-901/1817, 15-16=-880/1793, 14-15=-1507/3007, 4-14=-399/374, 10-12— 636/1417, 9-10=i660/1275 WEBS 2-17=-2305/1287, 2-15=-798/1553, 3-15= 912/585, 3-14=-921/476, 12-14=-708/1569, 5-14=-628/1528, 5-12=-708/365, 6-12_ 198/573, 6-10=-293/133, 7-10= 45/430, 7-9=-1919/993 Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 4-8-10 oc bracing. 1 Row at micipt 1-19, 2-17, 5-14, 5-12, 6-10, 7-9 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 5.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=431, 9=350. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103,2015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon patameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU►P/I Qualify Criteria, DSO-89 and BCSI BuIld/ng Componant 6904 Parke East Blvd. Safety /nfomrat/onavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply , ' T15141449 15W218 A15 Piggyback Base 1 1 " Job Reference (optional) Builders FirstSource, ' Plant City, FL 33566 8.220 s May 24 2018 MiTek ek Industries, Inc. I nu Sep 2u 14:ub:18 2u1 a rage 1 I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-efwi?2fgX2ZaORLngtljQQHMgmD DLyBpoSdcsoybjAF 2-8-0 6-7-0 12-10-8 15-8-0 20-3-11 26-4-5 32-4-7 38-8-0 2-8-0 3-11-0 6-3-8 2-9-8 4-7-11 6-0-10 6-0-1 6-3-9 3x6 11 2x4 I I ST1.5z8 STP = 2x4 = 2-8-0 6- LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 `Except' 16-18,4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size); 19=1727/0-7-10, 9=1727/Mechanical Scale = 1:75.6 5x6 = 6.00 12 5x6 = 2x4 11 5x8 = - - - 6x8 = �f CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.77 Vert(LL) -0.3014-15 >999 360 MT20 244/190 BC 0.95 Vert(CT) -0.4914-15 >943 240 WB 0.88 Horz(CT) 0.13 9 n/a n/a Matrix-SH Weight: 283 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-19, 1-15, 3-15, 5-14, 5-12, 6-10, 7-9 Max Horz 19=-153(LC 13) Max Uplift 19=-437(LC 12), 9=-346(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 17-19=-1708/910, 1-17= 1696/910, 1-2=-1759/912, 2-3= 1759/912, 3-4= 2642/1452, 4-5= 2661/1595, 5-6=-1634/1107, 6-7= 1659/1051 BOT CHORD 14-15 1302/2682, 4-14= 291/285, 10-12= 621/1417, 9-10=-649/1275 WEBS 1-15=-1191/2280, 2-15= 592/383, 3-15=-1224/722, 3-14=-767/430, 12-14=-679/1626, 5-14=-865/1523, 5-12=-721/347, 6-12= 184/575, 6-10=-293/119, 7-10=-41/442, 7-9— 1919/976 I, NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has beenidesigned 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, with BCDL = 5.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=437, 9=346. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 I ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1.7473 rev. 10103/2015 BEFORE USE. Design Valld for use only'th MITek® connectors. fits design Is based only upon parameters shown, and [stop an Individual tw;;ding component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&VII GuallfyCdfeda, DSB-89 and BCSI BaBdlrtg Component 6904 Parke East Blvd. Safety rnformaffonavaiiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply T15141450 1501218 A16 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 ts.zzu s may z4 zu1 u MITek mau5uies, inc. r nu oep tv i4:va:c! cv ! o rage 1 I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-2Ecrd4higzy9Gu3LL?bR22vrL_GSYJM FUQsGT7ybjAC 20-3-11 24-5-7 27-1-7 2+8-0 7.7-0 14-10-8 1 -8 17-9-7 19-,A 21-9-7 3-1.7 26-4-5 8-5-7 32-4-7 38-8-0 4-11-0 7-3-8 -9- 2-1-7 t-4-0 1-2.4 1-5-12 1-4-0 1.4-0 1-10-14 1-4-0 3-11.0 0-9-2 Scale = 1:71.7 3x6 III ST1.5x8 STP 7-7-0 6.00 12 5x6 = 5x6 = 6 7 8 9 10 11 12 J^� — 6x8 = 3x6 = 3x4 = 6x8 = LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.27 18-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.38 18-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.14 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 328 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins, BOT CHORD 2x4 SP No.2 'Except` 24-26,4;21: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (lb/size) 27=1727/0-7-10, 17=1727/Mechanical Max Harz 27=-178(LC 13) Max Uplift 27=-445(LC 12), 17= 341(LC 13) Max Grav 27=1730(LC 2), 17=1727(LC 1) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 25-27=-1706/910, 1-25= 1688/916, 1-2= 1675/872, 2-3— 1675/872, 3-4=-2611/1435, 4-5= 2145/1179, 5-6=-2093/1203, 6-7=-2057/1235, 7-8=-1295/830, 8-9=-1294/830, 9-10=-1294/830,10-11� 1294/830,11-12=-1105/790,12-13— 1109/738,13-14=-1178l714, 14-15L-1631/993 BOT CHORD 22-23 1-1108/2430, 18-20=-681/1525, 17-18=-623/1259 WEBS 1-23='11115312189, 2-23=-686/444, 3-23= 1010/609, 3-22=-785/428, 20-22=-731/1725, 22-28=-631/1281, 7-28=-730/1317, 20-29=-701/330, 7-29=-657/301, 20-30=-152/543, 11-30=-273/726, 11-33=-458/130, 31-33=-438/128, 18-31=-420/126, 15-18= 65/585, 15-17=-1886/930, 4-34=-445/289, 28-34=-446/290, 28-29=-411/309, 29-35=-440/324, 35-36 440/324, 36-37=-440/324, 30-37=-440/324, 30-31=-509/373, 31-32= 459/316, 14-32=-459/316 except end verticals. Rigid ceiling directly applied or 5-5-12 oc bracing. 1 Row at midpt 1-27, 1-23, 3-23, 20-29, 18-31, 15-17 1 Brace at Jt(s): 28, 29, 30, 31 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V61t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS!(envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has beenldesigned 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, with BCDL = 5.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 27--145, 17=341. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verily destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design vaild for use only with Mlie;ry connectors. fits design Is based only upon parameters shown, and Is for art individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracirig Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for sfablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMIJ GuaBlyCgedd, DSB-89 and BCSI Buadhig Component 6904 Parke East Blvd. Safety Intotmaffanavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply . T15141451 1501218 A17 Roof Special 1 1 Job Reference (optional) Lsunaers t-Irstbource, I manr Lofty, rL asbub mzeu 5 may Z4 zu1 b rvll I eK IIIutl5aleb, Ina. r ❑u aep eu r'k:vo;ee ev 1 o raye i I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-W QADgPiLbG40t2eYvj6gbGR30Ob8HkKPj4bp?ZybjAB 4-6-1 16-8-2 16-9-14 4x6 = 3x4 = 2x4 11 3x4 = 5x8 = 6.00112 1 2 3 4 5 6 7 8 STI . 13-5-15 Scale=.1:68.9 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.76 Vert(ILL) -0.25 16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.38 12-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.13 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 268lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP iNo.2 *Except` except end verticals. 21-23,15-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 2x4SP'No.3 WEBS 1Row atmicipt 1-24,1-20,8-12 I REACTIONS. (lb/size) 24=1727/0-7-10, 10=1727/Mechanical Max Horz 24= 99(LC 13) Max Uilift 24= 512(LC 8), 10— 444(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 22-24 1706/884, 1-22= 1687/887, 1-2= 1779/896, 2-3= 2762/1427, 3-5=-2962/1558, 5-6=-2966/1561, 6-8=-2198/1208, 8-9— 1383l709, 9-10= 1703/882 BOT CHORD 18-20-739/1779, 17-18= 1269/2762, 16-17=-1124/2446, 14-15=-145/316, 12-14=-164/374,11-12=-540/1145 WEBS 1-20=j1158/2277, 2-20=-1397/817, 2-18=-690/1278, 6-16= 456/991, 3-16— 1721264, 5-16=i524/339, 6-12=-1201/656, 8-12=-706/1459, 8-11=-885/482, 9-11= 694/1483, 3-18=I696/449, 12-16_ 895/1843 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRSI(envelope) and C-C Extefior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x6 MT20 unless otherwise indicated. 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, with BCDL = 5.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 24=512, 10=444. 8) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is t.te responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verity deIB. parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use arty with MITekb connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bradrig indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSU1PI1 GualByCrBetfo, DSB-49 and BCSIBulding Component 6904 Parke East Blvd. Satelyln/otmal/onavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply ' T15141452 1501218 A18 Roof Special 1 1 Job Reference (optional) tsuuaers mrsiz�ource, , Fran ary, rL asobb 2-8-0 7-11.12 15-8-0 2-8-0 5-3-12 7-8-4 i O.GGV J IVIGy GY GV I O IVII I cA IIIV VJII ICJ, Illy. I IIV act, cV -I a+ , ¢&& , BvrmhSN9C4aTdpybp9r-_ckb2ljzMaCtVCDkT0dv7T_A3n_POAzYxkLNY?ybjAA 30-11-7 38-8-0 7-6-13 7-8-9 Scale = 1:69.1 5x6 = 3x6 = 4x6 = 2x4 11 3x4 = 3x6 = 3x4 = 5x6 = 1 2 3 4 5 6 7 8 3x6 11 3x4 I 6x8 = 3x6 = 5x6 = 34 I ST1.5x8 STP = 2x4 = 2x4 I 2-8-0 7-11-12 15-8-0 23-4-9 30-11-7 38-8-0 2-8-0 5-3-12 7-8-4 7-8-9 7-6-13 7-8-9 Plate Offsets (X Y)-- [3:0-3-0 Edge], [14:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.53 14-15 >876 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.14 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. BOT CHORD 2x4 SP No.2 *Except` WEBS 1 Row at midpt 1-19, 8-9, 1-15, 12-14, 8-10 16-18,4-13: 2x4 SP No.3 WEBS 2x4 SP N0.3 `Except- 1-15,2-14,12-14: 2x4 SP No.2 REACTIONS. (lb/size) l 19=1727/0-7-10, 9=1727/Mechanical Max Uplift 19=-505(LC 8), 9— 505(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 17-19= 1705/880, 1-17= 1683/889, 1-2=-2477/1253, 2-4=-3591/1822, 4-5= 3563/1811, 5-7— 2920/1476, 7-8=-1977/1001, 8-9= 1690/891 BOT CHORD 14-15= 1253/2477, 4-14=-602/388, 10-12— 1001/1977 WEBS 1-15= 1422/2807, 2-15=-1329/772, 2-14— 659/1288, 12-14=-1399/2755, 5-14=-390/750, 5-12=-983/584,7-12=-590/1171,7-10= 1353/776,8-10=-1224/2418 NOTES- (7) 1 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been ,designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 19=505, 9=505. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I I9 {Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: C can+nmhnr 01 011i Q , ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE ' Design valid for use only with Miiiek® connectors. This design Is based only upon parameters shown, and is for an Individual binding component, hot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cr@eda, DSO-89 and BCSI BUf/d/ng Component 6904 Parke East Blvd. Safety fntonnallon3vailbble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15141453 15012J8 A19 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 S May 24 20 I o im I en i IuuSL 1VS, 111C. Li pep +. .y$ , ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-SoH_F5kb6uKj7Mowl788ghXNOBH6leGhAO4w4SybjA9 2-8.0 7-11-12 15-8-0 23-4-9 30-11-7 38-8-0 • 2-8-0 5-3-12 7-8-4 7-8-9 7-6-13 7-8-9 Sx8 = 3x6 = 3x6 = 2x4 II 3x4 = 3x6 = 3x6 = Scale = 1:69.1 5x6 = I9 19 i8' 5x8 = 13 12 10 a 3x6 11 3x4 15x8 = 4x6 5x6 = 3x6 11 ST1.5x8 STP = C2x4 = 2x4 11 Plate Offsets (X Y)-- [12:0-2-8 0-1-121 [14:0-2-4 Edge] [15:0-3-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.44 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.68 14-15 >679 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.18 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 228 Ito FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 6.8: 2x41SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except' WEBS 16-18,4-13: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 1-15,2-14,12-14,7-12,8-10: 2X4 SP No.2 REACTIONS. (lb/size), 19=1727/0-7-10, 9=1727/Mechanical Max Uplift 19=-505(LC 8), 9= 505(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-19= 1703/880, 1-17=-1680/888, 1-2=-3166/1601, 2-4=-4597/2333, 4-5= 4543/2309, 5-7— 3561/1800, 7-8=-2406/1218, 8-9=-1689/891 BOT CHORD 14-15 ' 1601/3166, 4-14=-601/387, 12-13=-124/259, 10-12= 1218/2406 WEBS 1-15=-172213398, 2-15=-1325f770, 2-14=-804/1572, 12-14=-1690/3330, 5-14= 562/1085, 5-12= 1062/625, 7-12=-680/1348, 7-1 0=-1 348f773, 8-1 0=-1 40012764 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 4-7-8 oc bracing. 1 Row at micipt 1-19, 8-9, 1-15, 2-14, 12-14, 8-10 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=505, 9=505. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 21,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design volid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a Truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMIJ CualCyCdlerla, DSB-89 and BCSI Bu9ding Compononf 6904 Parke East Blvd. Surety Informationavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job i Truss Truss Type I Qty Ply ' T15141454 15012.18 A20 Roof Special Girder 1 n G Job Reference (optional) t3utiaerS rlrstbource, Flan[ Giry, rL 0000b ..ay , , ,, V ... ._. 11-1-5 1 5-5-13 r 4 12-0-14 27-6-11 5-5-14 5-5-13 1-12 38-8-0 1- 4-8-4 Scale=1:69.1 2x4 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8 = Sx6 = 3x8 = 3x6 = NAILED 3x8 = NAILED 3x4 = 3x6 = 3x8 = NAILED 5x6 = 1 2 3 45 25 26 6 27 28 29 7 30 8 31 9 32 33 34 10 I9 24 23 6x8 = 5x6 = 17 16 35 36 1514 37 38 13 39 40 12 41 42 43 11 3x6 11 2x4 I I 5x6 = 3x8 I ST1.Sx8 STP— I 2x4 I NAILED NAILED 5x8 =NAILED 4x6 = NAILED NAILED 8x1O = NAILED NAILED NAILED NAILED 2x4 = 2x4; 11 3x6 11 NAILED �� 2-8-0 5-7-9 11-1-5 15-8-0 16-7-P 22-0-14 27-6-11 33-0-7 3$-11-12 38-8-0 2-8-0 ! 2-11-9 5-5-1.9 4-6-11 -11- 5-5-14 5-5-13 5-5-13 0.11-5 4-8-4 Plate Offsets (X Y)-- f3.0-3-8 0-1-8] [6:0-3-8 0-1-8] [9:0-3-8 0-1-8] [14:0-3-10 0-2-8] [15:0-4-12 0-4-0] [16:0-4-4 0-1-8] [18:0-5-4 0-5-0], [18:0-2-0,0-0-01, [20:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.74 17 >623 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -1.11 17 >417 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.25 11 n1a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 514 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc puffins, 8-10: 2x4 SP No.2, 4-8: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP N0.2 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 23-24: 2x4 SP No.2, 21-23,17-18: 2x4 SP No.3 6-0-0 oc bracing: 23-24 WEBS 2x4 SP No.2 `Except` 8-8-11 oc bracing: 18-19 1-24,10-i11,2-20,3-19,3-18,6-18: 2x4 SP No.3, 15-18: 2x4 SP No.1 9-8-12 oc bracing: 13-15. REACTIONS. (lb/size)) 24=2927/0-7-10, 11=3518/Mechanical Max Uplift 24= 917(LC 4), 11=-1178(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 22-24=-2905/921, 1-22=-2847/912, 1-2= 5972/1881, 2-3=-10755/3408, 3-5= 14401/4623, 5-6=-14218/4567, 6-7=10141/3317, 7-9=-8308/2756, 9-10=-4998/1671, 10-11=-3432/1189 BOT CHORD 19-20- 1881/5972, 18-19=-3408/10755, 15-16=-221/711, 13-15=-2756/8308, 12-13- 1671/4998 WEBS 1-20=-2020/6420, 2-20=-2616/878, 2-19=-1675/5247, 3-19=-2168/746, 3-18=-1346/4040, 16-18= 377/1378, 5-18=-481/223, 6-15=-2639/980, 7-15=-664/2170, 7-13=1944/751, 9-13=-1284/3919, 9-12= 2981/1133, 10-12=-1946/5836, 15-18=-3142/9570, 6-18=-1360/4434 NOTES- (11) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been ;designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. Michael S. Magid PE No.53681 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 24=917, 11=1178. 6904 Parke East Blvd. Tampa FL 33610 9) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. Date: 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 1213 Ib down and 370 lb up at 16-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. September 21,2018 ! ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MITekD connectors. This design Is based only upon parameters shown, chat is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSM11 QualifyCiBedd, DSB-89 and SCSI SuGdatg Component 6904 Parke East Blvd. Safety /ntonnaHomwailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141454 15 012.3 8 A20 Roof Special Girder 1 2 Job Reference (optional) builders I-Irstsource, , mant GRy, 1-L 33bbb o.ccu s rviay cy cu i o rvn i en muuau lug, a ice. i i iu .pup .."Uu I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-tNz6t7mTPpil_pXViGirIJ9t2PH Uy028sMJahmybjA6 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-10— 80, 23-24=-10, 18-21=-10, 11-17=-10 Concentrated Loads (Ib) Vert: 14=-38(B) 16=-1213(B) 25=-139(B)26=-139(B) 27=-139(B) 28— 139(B) 29= 139(B) 30= 139(B) 31=-139(B) 32=-139(B) 33=-139(B) 34=-139(B)35= 38(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-38(B) 40=-38(B) 41=-38(B) 42=-38(B) 43=-38(B) i ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. ' Design vaild for use only with MITek® connectors. This design Is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSLIM11 GuaMyCrSedd, DSB-89 and SCSI Bu9ding Component 6904 Parke East Blvd. Safety Informat/onavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job . I 1 russ I I russ i ype , I ury I "Y T15141455 15012J 8 BO1 G Hip Girder 11 I 1 I Job Reference Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-pm! 2-0-0 3-9-4 7-0-0 12-4-9 17-7-7 23-0-0 26 • 2-0-0 3-9-4 3-2-12 5-4-9 5-2-13 5-4-9 3- NAILED NAILED NAILED 6x8 = 2x4 11 3x4 = 6x8 = NAILED NAILED NAILED NAILED 1 — 3 16 17 4 18 19 20 5 21 22 6 nc. Thu Sep 20 14:05:29 2018 )7guphkJNkEFBCyFQzmRK90 30-0-0 , 32-0-0 3-9-4 3x8 2x4 11 "" "" 4x10 MT20HS = 3x8 = " " __ 2x4 11 3x8 —_ 5x8 = NAILED NAILED NAILED NAILED I 3-9-4 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.35 10-12 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.54 10-12 >655 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.18 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size)- 2=2621/0-7-10, 7=2621/0-7-10 Max Holz 2=73(LC 26) Max Uplift 2=-864(LC 8), 7= 864(LC 9) FORCES. (lb) -Max. Comp./Mau. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4700/1602, 3-4=-5521/1961, 4-5= 5521/1961, 5-6_ 5522/1962, 6-7=-4700/1602 BOT CHORD 2-13=-1378/4035, 12-13� 1380/4052, 10-12=-1871/5521, 9-10= 1333/4052, 7-9= 1331 /4035 WEBS 3-13=-58/486, 3-12=-675/1845, 4-12= 840/426, 5-10=-859/435, 6-10= 676/1845, 6-9=-57/487 Scale = 1:59.6 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 149 lb FT = 20% Structural wood sheathing directly applied or 1-7-8 oc pudins. Rigid ceiling directly applied or 4-7-8 oc bracing. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been'designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fJt=lb) 2=864, 7=864. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 233 lb up at 7-0-0, and 267 lb down and 233 lb up at 23-0-0 on top chord, and 303 lb down and 103 lb up at 7-0-0, and 303 lb down and 103 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80; 3-6=-80, 6-8=-80, 2-7=-10 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. ' Design vaild for use only with MiTeka connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing indicated Is To buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/lpil QualityCrBedd, DSB-89 and BCSI BuOdlrig Component 6904 Parke East Blvd. Tampa, FL 33610 Safety lntolmatloncivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty, Ply T15141455 1501218 BO1 G Hip Girder 1 1 � Job Reference (optional) uunaers I-irst6ource, I mant L ny, 1-1- ssbbb o.ccv--y cv cv iu .vn ion uiuuou,00, ,,,u. ,,....,ter ,�......�.. .. ,.y,. I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-pm5tlpnlaQyOD7guphkJ NkEFBCyFQzmRKgohlfybjA4 LOAb CASE(S) Standard Concentrated Loads (lb) Vert: 3=-196(F) 6=-196(F) 13= 303(F) 9= 303(F) 16= 139(F) 17= 139(F) 18=-139(F) 19= 139(F) 20= 139(F) 21= 139(F) 22= 139(F) 23= 38(F) 24=-38(F) 25=-38(F) 26=-38(F) 27=-38(F) 28=-38(F) 29=-38(F) i ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MA'EK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeAMSLM/I GualEyCrSorlo, DSS-89 and SCSI SuddIng Component 6904 Parke East Blvd. Solely In/ormatlonavaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 1 Job Truss Truss Type City Ply T15141456 15012.18 E302 Common 1 1 Job Reference (optional) P 1 Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14.05.30 2018 age I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-HyfF W 9oMi k4trHF4NO FYvynOgcLZ9QPaYKXEH5ybjA3 2-0-0 7-9-4 15-0-0 22-2-12 30-0-0 32-0-0 2-0-0 7-9-4 7-2-12 7-2-12 7-9-4 2-0-0 co 2x4 0 4x6 = 6.00 12 3x4 = 4X6 = Ox4 — 3Cx6 = 3x6 = Scale = 1:58.5 x4 II jV 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.39 10-12 >899 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.49 10-12 >721 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 8 n/a n/a BCDL 5.0 Code F802017/TPI2014 Matrix-SH Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size). 2=1502/0-7-10, 8=1502/0-7-10 Max Horz 2=-138(LC 10) Max Uplift 2=-373(LC 12), 8=-373(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2302/1249, 3-5=-1976/1229, 5-7= 1976/1229, 7-8= 2302/1249 BOT CHORD 2-12= 899/1927, 10-12= 420/1281, 8-10=-921/1927 WEBS 5-10=-436/688, 7-10=-559/495, 5-12=-436/688, 3-12=-559/495 NOTES- (6) 1) Unbalanced roof live Loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has beenldesigned 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 vrill fit between the bottom chord and any other members, with BCDL = 5.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=373, 8=373. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MITekV connectors. This design is based only upon porarneters shown, and is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" building design. Bracinb prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMII OuallyCdfeda, DSO-89 and BCSI SuOdHrg Campangnt 6904 Parke East Blvd. Safety fnformaBonavailabie from Truss Plate Institute. 218 N. Lee Street. Suite 312, Mexandrla. VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply ' T15141467 1501218 B03 Common 1 1 Job Reference o tional ouimerS mrsujource, Fiani Glly, rL 33bbb o.ccv o may cY cv o ini i on a i�umi ico, un.. �.. Q,'- ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-19CdjUp_T1 CkSRgGx6mnS9J: 1-8-9 7-9-4 15-0-0 22-2-12 30-0-0 • 1-8-9 7-9-4 7-2-12 7-2-12 7-9-4 2x4 0 6.00 12 4x6 = 5 2-0-0 ' Scale=1:58.5 :ix4 = 4Xb = Jx4 —, 3x6 - �� !x4 II lv 0 10-2-3 9-7-11 10-2-3 Plate Offsets (X Y)-- [1:0-2-2 0-1-0] [9:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 1 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.39 10-12 >899 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.49 10-12 >721 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 145lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 2x4 SP 1�10.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size), 2=1502/0-7-10, 8=1502/0-7-10 Max Horz 2=138(LC 11) Max Uplift 2= 373(LC 12), 8= 373(LC 13) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2302/1249, 3-5_ 1976/1229, 5-7= 1976/1229, 7-8= 2302/1249 BOT CHORD 2-12= 699/1927, 10-12= 420/1281, 8-10= 921/1927 WEBS 5-10=-436/688, 7-10=-559/495, 5-12=-436/688, 3-12=-559/495 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been1designed 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, with BCDL = 5.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=373, 8=373. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. " Design valld for use orgy with MiTeka connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracinb Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems. seeANSI/Ipll CualHyCi fold, DSO-89 and OCSI BuHdirrg Component 6904 Parke East Blvd. Safety lnformatIonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141458 15012J 8 C01 G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14:05:33 2018 Page 1 I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-iXKN8AgE?fSSik_f2W pFXaPubpMl Ms4OEI muuQybjAO 2-0-0 9-10-0 11-2-0 12-6-0 15-4-0 22-4-0 24-4-0 2-0-o 9-10-0 1-4-0 1-4-0 2-10-0 7-0-0 2-0-0 2x4 3k6 = 4x6 = 2x4 II b 2x4 II 3x4 = NAILED 3x4 = a 3x6 = Scale = 1:46.8 x4 11 I�c? 0 Plate Offsets (X Y)-- fl:0-2-2 0-1-01 [7:0-5-0 0-2-0) [12:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 i Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.22 13-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.39 13-15 >668 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.09 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 125lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2011/0-7-10, 11=2010/0-7-10 Max Horz 2=107(LC 26) Max Uplift 2=-688(LC 8), 11=-688(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3446/1186, 3-4=-1694/622, 4-6=-1594/626, 3-5= 1514/608, 5-7=-1514/608, 7-8=-1512/621, 8-10=-15121621, 6-9=-1594/633, 9-10= 1694/635, 10-11=-3444/1186 BOT CHORD 2-15=-1033/2933, 13-15=-897/2532, 11-13=-976/2932 WEBS 3-15=-72/315, 7-15= 176/590, 7-13=-168/588, 10-13=-67/314, 6-7=-309/948 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=2311; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=688, 11=688. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) "NAILED" indicates 3'i1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 341 lb down and 263 lb up at 7-0-9, and 338 lb down and 267lb up at 11-2-0, and 341 lb down and 263 lb up at 15-3-7 on top chord, and 303 lb down and 103 lb up at 7-0-0, 62 lb down at 11-0-12, and 62 lb down at 11-3-4, and 303 lb down and 103 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-80, 6-10=-80, 10-12= 80, 2-11=-10 Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with IvirfekP connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracinb Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 QualifyCifeda, DSB-89 and BCSI BuMd/ng Component 6904 Parke East Blvd. Safety lntonnallonovallobte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ' T15141458 1501218 C01 G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, I Plant City, FL 33566 8.220 s May 24 2018 MI S ek inausmes, inc. i nu cup 20 14:05:33 40I o rage G I D:Rmo4nLKLBvrmhSN9C4aTdpybp9r-iXKNBAgE?fSSik_f2W pFXaPubpMIMs4OElmuuQybjAO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6= 278(B) 3=-196(B) 10= 196(B) 15=-303(B) 13= 303(B) 18=-139(B) 19= 139(B) 20— 38(B) 21= 76(B) 22= 38(B) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7473 rev. 10l8MI S BEFORE USE. Design Vdid for use only wllh MITek� connectors. This design is based only upon parameters shown, and Is for an individual binding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Braclnb Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII QualByCrCedo, DSB-89 and BCSI Bugdkg Component 6904 Parke East Blvd. Tampa, FL 33610 Safety lntormalionovailable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qry Ply T15141459 15012,18 CO2 Common 3 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MI I ek industries, Inc. I nu Sep Zu i4:uo:ss zut 8 Page! I D:Rmo4nLKLBvrmhSN9C4aTdpybp9r-iXKN8Aq E?fSSi k_f2W pFXaP?ApTeMthOElmuuQybjAO -2-0-0 5-10-4 11-2-0 16-5-12 22-4-0 24-4-0 2-0-0 5-10-4 5-3-12 5-3-12 5-10-4 2-0-0 4 2x, 0 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 1 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 ! Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size)) 2=1157/0-7-10, 6=1157/0-7-10 Max Holz 2=-107(LC 10) Max Uplift 2=-290(LC 12), 6=-290(LC 13) 4x6 = Scale = 1:45.0 x4 11 Io CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.51 Vert(LL) -0.11 8-10 >999 360 MT20 244/190 BC 0.44 Vert(CT) -0.16 8-10 >999 240 W B 0.26 Horz(CT) 0.04 6 n/a n/a Matrix-SH Weight: 111 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing, FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1642/878, 3-4= 1404/868, 4-5= 1404/868, 5-6=-1642/878 BOT CHORD 2-10=589/1359, 8-10= 271/920, 6-8=-619/1359 WEBS 4-8=-302/473, 5-8— 389/349, 4-10=-302/473, 3-10=-389/349 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been!designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=290, 6=290. 1 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MITeka connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMIJ QualByCdleda, DSB-89 and SCSI Build/ng Component 6904 Parke East Blvd. Safety/nformatlonavailable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141460 15012,18 CO3 Common 5 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 20i 8 MI l ek industries, Inc. Thu Sup 20 14;05[34 4 10 ­yr 1 I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-AkumM W rsmyaJJuZrcEKU4ox9GDmm5LMATyVSRtybjA? 2-0-0 5-10-4 11-2-0 16-5-12 22-4.0 2-0-0 5-10-4 5-3-12 53-12 5-10-4 2x` 0 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 i LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size); 6=1038/0-7-10, 2=1237/0-7-10 Max Horz 2=114(LC 16) Max Uplift 6=-162(LC 13), 2= 221(LC 12) 4x6 = Scale=1:41.9 c4 = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.55 Vert(LL) -0.11 7-9 >999 360 MT20 244/190 BC 0.64 Vert(CT) -0.24 7-9 >999 240 WB 0.23 Horz(CT) 0.05 6 n/a n/a Matrix-SH Weight: 105 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1823/741, 3-4= 1586/730, 4-5= 1621/756, 5-6= 1861/768 BOT CHORD 2-9=-552/1517, 7-9=-249/1041, 6-7= 583/1560 WEBS 4-7=-253/608, 5-7=-406/377, 4-9=-209/556, 3-9=-380/359 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS ,(envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been! designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 5) Provide mechanical ci nnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=162, 2=221. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25,.Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-80, 4-6=-80, 2-9=-10, 7-9=-30, 6-7=-10 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 i ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design void for use only with MITek(Dconnectors. This design Is based only upon parameters shown, and Is for on Individual buliding component, not � a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bractn8lndicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSYWII QuarByCrHedd, DSB-89 and BCSI BugdOtg Componant 6904 Parke East Blvd. Safety /nformatfonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15141461 1501Z18 C04G Common Girder 1 n G Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a.zzu s may z4 zuits Mi i ex industries, mc. i nu oep zu i4:uo.00 cu Io raye j ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-66OWmCt7larizgEjfMy9D1 Ov1 RAZ6jTxG_ZUlybj9z 2-0-0 7-0-12 11-2-0 14-8-8 18-3-11 22-4-0 2-0-0 7-0-12 4-1-4 3-6-8 3-6-8 4-1-0 Y 2x4 0 6.00 12 PHHUS28-2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 1 Plate Grip DOL 1.25 TC 0.99 TCDL 10.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr NO WB 0.82 BCDL 5.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 `Except` 1-3: 2x4;SP M 31, 5-7: 2x4 SP No.1 BOT CHORD 2x8 SP 2400E 2.0E WEBS 2x4 SP N0.3 `Except` 4-10: 2x4 SP No.1 OTHERS 2x4 SP No.3 5x8 11 HTU26 HTU26 14-8-8 Scale=1:43.9 Iq 0 HTU26 v^HTU26V DEFL. in (loc) I/defl Ud PLATES GRIP Vert(ILL) -0.25 9 >999 360 MT20 244/190 Vert(CT) -0.38 9-10 >692 240 MT20HS 187/143 Horz(CT) 0.09 7 n/a n/a Weight: 316 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)I 2=7426/0-7-10, 7=10233/0-7-10 Max Horz 2=116(LC 27) Max Uplift 2=-2111(LC 8), 7=-2486(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15274/4313, 3-4=-11809/3253, 4-5=-11762/3243, 5-6� 15076/3909, 6-7= 17951/4447 BOT CHORD 2-11— 3853/13541, 10-11= 3802/13385, 9-10=-3366/13339, 8-9=-3915/15940, 7-8=-3915/15940 WEBS 3-11=-1203/3706, 3-10= 3761/1325, 4-10=-2731/9897, 5-10=-4133/936, 5-9=-886/4286, 6-9=-2794/595, 6-8=-490/2603 NOTES- (12) Continued on page 2 1) 2-ply truss to be connected together with 10d (0.131 °x3') nails as follows: Top chords connecte6 as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-2-0 oc, Except member 10-3 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 - 1 row at 0-9-0 oc, member 10-5 2x4 - 1 row at 0-9-0 oc, member 5-9 2x4 - 1 row at 0-9-0 oc, member 9-6 2x4 - 1 row at 0-9-0 oc, member 6-8 2x4 - 1 row at 0-9-0 oc. 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 roof live IIoads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2111, 7=2486. 1 9) Use Simpson Strong -Tie HHUS28-2 (22-1 Od Girder, 8-1 Od Truss, Single Ply Girder) or equivalent at 7-1-9 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THUS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 101031MIS BEFORE USE ' Design valid for use only with Mtrekb connectors. This design is based only upon parameters shown, and Is for an Individual bueding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Braclnb indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIWI GuaMyCdtetta, DSB-69 and BCSI BuHding Component 6904 Parke East Blvd. Safety Intolmattonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type oty Ply r T15141461 1501218 C04G Common Girder 1 n G Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.zzu s may z4 zut a ivii i eK inuusmes, mc. i nu oep ev r4:uo:0o cv ! o raye e j I D: Rmo4nLKLBvrmhSN9C4aTdpybp9r-660W mCt7larl ZCj EjfMy9D 1 Ovi RAZ6jTxG_ZUlybj9z NOTES- (12) 11) Fill all nail holes where hanger is in contact with lumber. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 11 Vert: 1-4=-80, 4-7= 80, 2-7=-10 Concentrated Loads '(Ib) Vert: 11=-3508(F)10=-1717(F)13=-1717(F)14=-1717(F)15=-1717(F)16= 1717(F) 17=-1717(F)18=-1717(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design voild for use only with MiTekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrtcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSM11 QualityCrCedd, DSO-69 and SCSI BuOding Component 6904 Parke East Blvd. Safety lnfolmaflonavailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Trus Truss Type Uty rJc 01218 CJ1 s Jack -Open 12 my1 T15141462 FirstSource, Ift 1 8.220 s May 24 ID:Rmo4nLKLBvrmhSN9C4a -2-0-0 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 2 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 Matrix-P LUMBER- BRACING - Inc. Thu Sep 20 14:05:36 2018 Page 1 trl ZCjEjfMy9D1 YP1 a5ZITTxG_ZUlybj9z Scale = 1:9.3 co 6 0 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-136/Mechanical, 2=374/0-7-10, 4=5/Mechanical Max Horz 2=52(LC 12) Max Uplift 3=-136(LC 1), 2= 120(LC 12) Max Grav 3=63(LC 8), 2=374(LC 1), 4=14(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; V61t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. Il; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has beenidesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=136, 2=120. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use ody with MITekQ connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bullding design. Bracinb Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 Gua1ByClBeda, DSB.89 and BCSI Bu➢dOry Component 6904 Parke East Blvd. Safely /nfonnatbnavo lable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15141463 15012.18 CJ3 Jack -Open 12 1 Job Reference o floral . C,... nn 1 A•nC•1') 7n1 o Dann 1 Builders FlrstSource, Plant City, FL 33566 D.LLU S IVIGy GY Gv I D Ivi, I en a Iuusi Ica, ...,..,ter -- .z...- -, • . ­ . I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-aJau_Yul3tztAM I QHMtBhQZhkRwXlljc9wk6OBybj9y ib -2-0-0 3-0-0 2-0-0 3-0-0 ro 3-0-0 Scale = 1:14.3 Plate Offsets (X Y)-- (1:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >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 Matrix-P Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size)', 3=27/Mechanical, 2=37610-7-10, 4=13/Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-32(LC 12), 2_ 99(LC 12) Max Grav 3=31(LC 19), 2=376(LC 1), 4=39(LC 3) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 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. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS'(envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for itruss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 0 r.invv.11 Oi nni4 r..._..... _. .� f-- .. © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 10/03/2015 BEFORE USE. I Design vaild for use only with MITekV conhectors. This design is based only upon parameters shown, and Is for an individual bueding component not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSWI► Cuainy crlleda, DSB-a9 and 8CS1 Bu➢dV Component 6904 Parke East Blvd. Safety rntotmatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply � T15141464 15012,18 CJ5 Jack -Open 12 1 Job Reference (op tional Builders I-irstbource, Nlani Cony, rL :53bbb o.c<u o .nay <-e <, I, ..— ..... __' _.. ..- ..-y-- . ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-2VBGBuuNpB5koWsdr4OQEe6sUgDbl CylOaTfZeybj9x 2-0-0 ' 5-0-0 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 2-4 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 5.0 Code FB02017fTP[2014 Matrix-P Scale = 1:19.2 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP IV0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size), 3= 141 /Mechanical, 2=432/0-7-10, 4=23/Mechanical Max Holz 2=132(LC 12) Max Uplift 3=-86(LC 12), 2= 103(LC 12) Max Grav 3=141(LC 1), 2=432(LC 1), 4=69(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) j 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been1designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=103. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 Q WARNING -Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev. 10/012015 BEFORE USE ' Design valid for use only with MITek& connectors. This design Is based only upon parameters shown, and Is for an Individual bur;ding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAAMMI► QualityCrfleda, DSB.89 and SCSI Mding Component 6904 Parke East Blvd. Safety/nformation3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15141465 15012.18 DO1G HIP GIRDER 1 ---- 3 .. .... Job Reference (optional) ....... .-_,.,_ I.._,_.__ ,__ Tom.. ---— ­nc ­fJ—I bullaers r115100urce, MLAHL 4uy, rL JJDoo I D: DBz5RmtOExrlQzaaBFM FHbybp7s-T4pPgvxF66TJfzbB W Cy7sGkLT23gEY7C4Xi K9zybj9u 1-10-14 6-7-4 10-0-12 14-9-4 16-8-0 4-8-6 3-5-9 4-8-8 1-10-12 Scale = 1:30.3 NAILED 5x8 = NAILED 3.95 12 NAILED NAILED 4x6 = 3 14 15 4 NAILED NAILED 6x12 MT20HS = 13 16 6.00 12 NAILED NAILED 8x12 = 1 17 i0 18 19 9 20 6 0 4 tM — NAILED 2x4 II 3x4 = NAILED Io NAILED NAILED B 7 e s 12 11 NAILED NAILED 3x4 = 2x4 II 2x4 II 3x4 = ST1.5x8STP= 2x4 II 2x4 II r NAILED f NAILED I 1-10-14 2-8-0 6-7-4 10-0-12 14-0-4 14-9-4 16-8-0 1-16-14 0-9-2 3-11-4 3-5-9 3-11-8 0-9-0 1-10-12 Plate Offsets (X Y)-- [1:0-1-4 0-0-21[2:0-9-2 0-2-4] [3:0-5-4 0-2-8] [5:0-9-0 0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.27 5-9 >712 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.38 5-9 >511 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.30 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 198lb FT =.20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP N0-3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-11,2-5i6-8: 2x4 SP No.2 2-2-0 oc bracing: 5-9. WEBS 2x4 SP No.3 REACTIONS. (Ib/size); 1=85610-7-10, 6=852/Mechanical Max Hotz 1=38(LC 12) Max Uplift 1=-234(LC 8), 6=-234(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1411/389, 2-3=-2729/826, 3-4= 2679/844, 4-5= 2780/841, 5-6= 1513/413 BOT CHORD 1-12=-313/1091, 11-12=-152/527, 2-12=-256/86, 5-8=-126/451, 5-7— 313/105, 2-10=446/2592, 9-10=-753/2623, 5-9=-765/2646, 7-8= 164/602, 6-7=-330/1228, 2-11=-108/386 WEBS 3-10=-61/293, 3-9=-202/262, 4-9— 65/303 NOTES- (13) 1) N/A 2) 3-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 2-5 2x4 - 2 rows staggered at 0-4-0 oc, member 2-11 2x4 - 2 rows staggered at 0-4-0 oc, member 8-5 2x4 - 2 rows staggered at 0-4-0 oc, member 7-5 2x4 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. Tj All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) forl truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=234, 6=234. 12) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: m 0 September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mf1-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with MTe;:D connectots. This design is based only upon pdtameieis shown, and is fot an Individual building component, not a truss system. Before use, the building designer must verify The appllcabllity of design parameters and properly incorporate this design Into the overall building design. Bracinb Indicated is to buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYMIf Quality Ci feda, DSB.89 and SCSI Building Component 6904 Parke East Blvd.Safety tnfonnallorgvailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141465 15012,18 D01G HIP GIRDER 1 3 Job Reference (optional) butiaers t-irsisource, , viam clry, t-L saono .,,,oy ,., ID:DBz5Rmt0ExrlQzaa8FMFHbybp7s-T4pPgvxF66T ZB* 'Cy7sGkLT23gEY7C4XiK9zybj9u LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ; Vert: 1-2=-80, 2-3=-80, 3-4=-80, 4-5=-80, 5-6=-80, 1-12=-10, 11-12=-10, 2-5=-10, 7-8= 10, 6-7=-10 Concentrated Loads (lb) Vert:2=38(B) 3=-27(B) 4=-27(B) 5=38(B) 10= 31(13) 9=-31(B) 14=-32(B) 15=-32(B) 17= 25(B) 18=-42(B) 19= 42(B) 20=-25(B) 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010=015 BEFORE USE. Design valid for use only with MiTek3 connectors. Th{s design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYMI1 Cua/ByCdleda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intoanatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141466 1501218 D02 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 20I8 IVII I UN IIIUULII ICJ, IIIV. I I lU �&P �.� .�< ID:3zVw6iAlo6SQNZrKTwlafNybp6A-xGNnl FxttQbAH7AO4VTMOUGb?SPwzg5LJBRtiPybj9t 2-8-0 0- 5-9.3 7-7-11 9-0-5 10-10-15 13-98-1 14-9-12 15-8-0 16-8-0 2-8-0 4• 2-9-3 1-10-7 1-4-11 1-10-10 2--2 1-1-12 0-10-4 1-0-0 LOADING (psf) TOLL 30.0 TCDL 10.0 BOLL 0.0 ` BCDL 5.0 'Lx4 11 ST1.Sx8 STP = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 2-22,10;13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size), 23=737/0-7-10, 12=737/Mechanical Max Horz 23=30(LC 12) Max Uplift 23= 175(LC 12), 12� 175(LC 13) 3.95 12 5x6 5x6 = 4x6 = 5x6 = 2x4 II K 16-8-0 Scale: 3/8"=1' CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TO 0.31 Vert(LL) -0.15 20 >999 360 MT20 244/190 BC 0.94 Vert(CT) -0.22 20 >879 240 WB 0.76 Horz(CT) 0.20 12 n/a n/a Matrix-SH Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23= 622/352, 1-2= 1986/1098, 2-3=-2432/1331, 3-4= 1659/916, 4-5=-12821763, 5-6= 1j1761729,6-7� 12511744,7-8= 1675/926,8-9=-1885/1034,9-10— 951/521, 10-11=-722/396, 11-12=-647/357 BOT CHORD 22-23- 159/290, 20-21= 1620/2902, 19-20=-765/1436, 18-19= 597/1171, 17-18=-773/1447, 16-17= 1544/2786, 15-16=-150912737, 14-15=-1034/1885 WEBS 21-23-266/146, 1-21=-1103/1993, 3-21=-714/438, 3-20=-1469/859, 4-20=-181/370, 4-19=-373/237, 5-19=-167/285, 6-18=-151/263, 7-18=-396/252, 7-17= 192/389, 8-17=-1338/773, 11-14=-497/907, 8-15=-945/526, 9-15— 280/506, 9-14=-1068/587 NOTES- (8) i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 23=175,12=175. 8) This manufactured prpduct is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MITeka connectors. This design Is based only upon parameters shown, and Is for an Individual bukding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII GUaIByClBeft DSB-89 and BCSI BuPdkg Component 6904 Parke East Blvd. Safety Informaf ionavallabie from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tama, FL 33610 Job I Truss Truss Type Qty Ply 1 T15141467 1501;18 D03 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.00 12 3-4-0 4x6 11 5.220 s May 24 2U18 Mi i eK Indusirles, Inc. Thu Sep za 14;O5;43 20I O rage i iiAlo6SQNZrKTwl afNybp6A-PSx9EbyW ejj 1 uHlaed_bxhpjCruGiJnUYrBQEtybj9s 11-8-1 15-8-0 16-8-0 3-4-0 3-11-15 1-0-0 I Scale = 1:31.4 m 0 N I9 16 ST1.68 ST?? 1� 2-8-0 5-0-0 11-8-1 15-8-0 16-8-0 2-8-0 2-4-0 6-8-1 3-11-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(L-) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.23 10-11 >842 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.07 6 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 13-15,7-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 2x4 SP No.3 REACTIONS. (lb/size)' 16=737/0-7-10, 6=737/Mechanical Max Harz 16=27(LC 9) Max Uplift 16=-180(LC 12), 6=-180(LC 13) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 14-16 717/400, 1-14=-699/394, 1-2= 1611/860, 2-3-1979/1099, 3-4=-1977/1098, 4-5= 1609/859, 6-8— 712/389, 5-8= 700/396 BOT CHORD 10-11 i-504/941 WEBS 1-1 1=-636/1579, 2-11=-1 1741706, 3-11=-574/1060,3-10=-573/1057,4-10= 1173l705, 5-10=-845/1583 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft Cat. II; Exp B; Encl., GCpi=o.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 100 lb uplift at joint(s) except Qt=lb) 16=180, 6=180. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd, Tampa FL 33610 Date: September 21,2018 I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with tvlTe'.0 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII GuaMyCdterla, DSB.89 and BCSI80ding Component 6904 Parke East Blvd. Safety Information3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply T15141468 15012J8 EO1G Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MI I ex Industries, Inc. Thu Sep zu 14:05:45 2018 rage 1 I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-Lr3wfH_mALzIBavzl20306uB 1 fdVAMgn?9gXlkybj9q 1-7 3 3-10-2 6-5-14 8-8-13 10-4-0 2-3-0 2-7-11 2-3-0 1-7-3 Scale = 1:17.6 NAILED 3.73 F12 4x6 = 4x6 = NAILED NAILED 3 12 4 13 3x4 = i0 14 .NAILED 15 BNAILED lb 7 t 2x4 II NAILED 3x4 = NAILED 3xB — NAILED 2x4 II NAILED NAILED `3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 TCDL 10.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 5.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size); 1=431/Mechanical, 6=430/Mechanical Max Horz 1=23(LC 12) Max Uplift 1= 105(LC 12), 6=-105(LC 13) Max Grav 1=455(LC 48), 6=454(LC 49) 6-5-14 8-8-13 10-4-0 2-7-11 2-3-0 1-7-3 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.02 9 >999 360 MT20 244/190 Vert(CT) -0.03 8 >999 240 Horz(CT) 0.01 6 n/a n/a FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-808/43012-3=-823/414, 3-4= 761/418, 4-5=-825/411, 5-6=-810/430 BOT CHORD 1-10=-343/704, 9-10— 347/706, 8-9= 304/781, 7-8= 347/694, 6-7= 343/693 Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=105, 6=105. 8) "NAILED" indicates 2-1,12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80,, 2-3= 80, 3-4=-80, 4-5=-80, 5-6=-80, 1-6=-10 Concentrated Loads (lb) Vert: 4=34(F) 9= 3(F) 3=34(F) 8=-3(F) 15=-3(F) Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 101=015 BEFORE USE. Design valid for use onl)i a truss system. Before usg, with MITelM cohhectors. This design Is based only upon parameters shown, and is for an individual building component, not the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability fabrlcatlom storage, delivery, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the erection and bracing of trusses and truss systems, seeANSVWII Gua/9yCriteria, DS8-89 and BCSI Mding Component 6904 Parke East Blvd. Safety lntonnaflornvailpble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141469 15012.18 E02 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2uf a Mi i etc inausmes, mc. , nu sup zu iyMAG LU 10 rage I D: Rmo4nLKLBvrmhSN9C4aTdpybp9r-p i cl td?Oxe5clkU9JIYIZKRFD3wavopxEpP5rAybjgp 5-3-5 5-2-0 4-10-11 0- 1 -5-- 10-4-0 4-10-11 2- 2- 4-10-11 0-1.5 Scale = 1:19.2 0-1-5 i 4x6 - Im 0 4 II 2x4 11 3x13 3x4 = 5-2-0 4-10-11 5 0. 1 -5-5 10.4-0 i 4-10-11 -2• 115s 4-10-11 0-7-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 j Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.01 3 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size), 1=459/Mechanical, 3=459/Mechanical Max Hors 1=-43(LC 8) Max Uplift 1=-11O(LC 12), 3=-110(LC 13) FORCES. (lb) -Max. domp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-677/420, 2-3=-677/420 BOT CHORD 1-4=-265/519, 3-4=-265/519 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V61t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has beenidesigned for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=110,3=110. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE. ' Design voild for use only with MITe',V connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracinb Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �It� MOW prevent Is always required for stabillly and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYWII QualityCrlleda, DSO-89 and BCS1 Building Component 6904 Parke East Blvd. Safety/nfoanatfonavaliable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141470 1501218 E03 Flat i 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 20i 8 Mi Tek mausmes, inc. r nu aep 20 I v:vo:Yo 4u I o rage j I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-p 1 cltd?Oxe5clkU9JIYIZKRF W 3z7vmUxEpP5rAybj9p 5-2-0 10-4-0 5-P-0 5-2-0 1 3x4 = 2x4 11 2 3x4 = 3 Scale = 1:19.1 5 4 3x8 = 6 �- 2 4 I 2x4 I I V 5-2-0 10-4-0 5-2-0 5-2-0 LOADING (psf) TCLL 30.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.40 DEFL. Vert(LL) in -0.02 (loc) 4-5 I/defl >999 Ud 360 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-SH Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size)] 6=452/Mechanical, 4=452/Mechanical Max Uplift 6=-132(LC 8), 4=-132(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-6=-425/311, 1-2= 531/355, 2-3=-531/355, 3-4=-425/311 WEBS 1-5=-376/562, 2-5=-462/385, 3-5=-376/562 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; V6lt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been; designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for Truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 611=11b) 6=132, 4=132. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 I ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. ' Design valld for use only with MITekJ connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIp/l aualltyCriteda, DSB-89 and SCSI SUCdIng Component 6904 Parke East Blvd. Safety/ntarmationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 1501218 Truss truss type EJ7 Jack -Open r I City r I Ply 36 1 1 City, FL 33566 8.220 s May 24 2018 MiTek Industne: ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-HEAg4z?Oiyl -2-0-0 7.0-0 2-0-0 7-0-0 2. a T15141471 20 14:05:47 2018 Pagel _LjTFbeG B4ST9eNcybj 90 Scale: 112"=1' Plate Offsets (X Y)-- [i1:0-2-2 0-1-0j [2:0-0-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.09 2-4 >914 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.14 2-4 >552 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 28lb FT=20% LUMBER- i BRACING - TOP CHORD 2x4 SPINo.2 TOP CHORD BOT CHORD 2x4 SP INo.2 BOT CHORD OTHERS 2x4 SP �No.3 I REACTIONS. (lb/size) 3=219/Mechanical, 2=509/0-7-10, 4=48/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-1 l8(LC 12), 2=-114(LC 12) Max Grav 3=219(LC 1), 2=509(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown i Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdpIDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) forj truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=118, 2=114. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 i ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use of ly with 1VII Tekr0 connectors. This design Is based only upon parameters shown, and Is for on Ir dividual buliding compo�nt, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pl1 GualHyCrRedo, DSR-09 and 9CSI1lutidtgg Component 6904 Parke East Blvd. Satetythionnatlonavaflabie from Truss Plate Institute, 218 N. Lee Street.Suite 312. Alexandria VA 22314. Tanga, FL 33610 Job Truss Truss Type Qty Ply T15141472 1501218 EJ7S Jack -Open 1 1 ona Job Reference o til i A. nc.AO On4Q Din. 1 Builders FirstSource, Plant City, FL 33566 3x4 = ST1.5x8 STP = 8.220siwdyzvcuiorvurenaiuuaule6,aiC. inL"oN �. y I D:Rmo4nLKLevrmhSN9C4aTdpybp9r-IQk2l lOeTFLK?2dYQAamel W TmsXRNj REh7uBv3ybj9n n-n Scale=1:23.3 Plate Offsets (X Y)-- 11:0-0-12 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.14 1-3 >566 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.19 1-3 >417 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 22lb FT=20% LUMBER- j BRACING - TOP CHORD 2x4 St,No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP fV0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size), 1=298/0-7-10, 2=234/Mechanical, 3=64/Mechanical MaxHorz 1=143(LC 12) Max Uplift 1= 49(LC 12), 2=-123(LC 12), 3=-2(LC 12) Max Grav 1=298(LC 1), 2=234(LC 1), 3=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I NOTES- (6) 1) Wind: ASCE 7-10; Vblt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS I (envelope) and C-C Exterior(2) zone;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for (truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=123. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with rrlTekV connectors. This design Is based ohly upon parameters shown, and Is for an Individual building component not a truss system. Before use, building design. Bracirig the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability fabrication, storage, delivery, prevent and to prevent collapse with possible personal injury and property damage. For general guidance regarding the erection and bracing of trusses and truss systems, seeAAFSUIPII Qualify Cdfeda, DS8-89 and BCSI Bugd6lg Component e East Blvd. 6904 Parke Safety intormallonova.lable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 3ast Tampa, Job Truss Truss Type City Ply T15141473 15012.18 EJD1 Jack -Open 2 1 ... Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.ZZU s rvlay2420 6 rvnren inuuou ies, Inc. uoep v ae� , ID:Rmo4nLKLBvrmhSN9C4aTdpybp9r-IQk2110eTFLK?2dYQAamelWZ6sgcNjREh7uBv3ybj9n 2-2-3 1 Scale = 1:11.6 Plate Offsets (X Y)-- [1.0-2-2 0-1-0] [2:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >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/TP12014 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=-41/Mechanical, 2=37510-7-10, 4=9/Mechanical Max Horz 2=70(LC 12) Max Uplift 3=-41(LC 1), 2=-120(LC 8) Max Grav 3=36(LC 8), 2=375(LC 1), 4=27(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has beenldesigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=120. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .ciP.ntP.tT1hL ii _%O18 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 10/03,2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS►VII GualflyCrBeda, DSB-89 and SCSI SuOding Component 6904 Parke East Blvd. Safety fnlonnatioravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Truss 1501218 1EJD2 (Jack -Open 2 1 1 T15141474 ders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14:05:49 2018 Page 1 I D: Rmo4nLKLBvrmhSN9C4aTdpybp9r-Ecl QVe 1 GEZTAcCCk_t5? By3krG_P6AhNwnelRVybj9m -2-1-10 P_8_0 4-2-3 2_1_10 2-8-0 1-6-3 2-8-0 4-2-3 2-8-0 1-6-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 3 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.02 6 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except` 3-6: 2x4SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=78/Mechanical, 2=40510-7-10, 5=39/Mechanical Max Horz 2=108(LC 12) Max Uplift 4=-39(LC 12), 2=-103(LC 12), 5=-12(LC 12) Max Grav 4=78(LC 1), 2=405(LC 1), 5=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.2 m m 0 0 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceUing directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS1(envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for'truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=103. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1014nWIS BEFORE USE. Design valid for use only with MITekV connectors. This design Is based only upon parameters shvwn, and Is tot on Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII QualityCrtleda, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Satetvinformatlonavail able from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141475 1501218 EJD3 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 TCDL 10.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3= 35/Mechanical, 2=374/0-7-10, 4--9/Mechanical Max HOF 2=71(LC 12) Max Uplift 3=-35(LC 1), 2= 119(LC 8) Max Grav 3=33(LC 8), 2=374(LC 1), 4=28(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. tf.220 s May 24 2U18 ivii i ek Indubrries, uru. i nu Sup 40 i405.o0 40 i o rage 1 ID:Rmo4nLKLBvrmhSN9C4aTdpybpgr-ipspi_2v?tb1 EMnwYbcEjAcvbgM2rdwW9RNl_xybjgl 2-2-15 2-2-15 Scale = 1:11.7 2-2-15 2-2-15 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 244/190 Vert(CT) -0.00 2-4 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS ((envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=119. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is tl he responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® conhectots. This design Is based wily upon parameters shown, and Is for an Individual building component, hot a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYMII Qua/tlyCrItoda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty . Ply T15141476 1501218 EJD4 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14.05.51 2018 Page 1 I D: Rmo4nLKLBvrmhSN9C4aTdpybp9r-A?QBwK2XmAkusVM66I7TGNB?b4b6a4Ag N57rW Nybj9k f2-3-0 2-11-4 5-7-3 3-0 2-11-4 2-7-15 2-11-4 T 0 Scale = 1:18.5 Plate Offsets (X Y)-- [11:0-2-2 0-1-0] [3:0-1-14 0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.12 6 >540 360 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.49 Vert(CT) ' 0.14 6 >443 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.09 5 n/a n/a BCDL 5.0 Code FBC2017frPI2014 Matrix-R Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc puffins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=105/Mechanical, 2=391/0-8-3, 5=32/Mechanical Max Hdrz 2=128(LC 8) Max Uplift 4=-36(LC 8), 2— 89(LC 4), 5=-53(LC 19) Max Grav 4=106(LC 32), 2=391(LC 1), 5=61(LC 34) FORCES. (ID) - Max. CompAvlax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) ford truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. 6) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) j Vert: 1-3= 80, 3-4= 80, 2-6=-10, 3-5=-10 Concentrated Loadsl(lb) Veit: 3=123(F=51, B=72) Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use or}ly with MIT" connectors. This design is based only upon patametets shown, and Is for on 6ndividual building component not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&?P11 Gua►ByCgedo, DSB-89 and BCSI Btrgding Component Safety/ntormallonavgilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141477 1501218 EJD5 Jack -Open 2 1 ' Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2U18 Mi I eK Inuusrfles, Inc. I nu Sep 20 Iw:vo.o 120I o rage 1 ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-A?QBwK2XmAkusVM6617TGN84C4iFa4AgN57rW Nybjgk -2-0-0 2-3-8 • 2-0-0 2-3-8 IC 2-3-8 Scale=1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >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/TP12014 Matrix-P Weight: 13lb FT=20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc puriins. BOT CHORD 2x4 SP K10.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 i REACTIONS. (Ib/size)' 3= 30/Mechanical, 2=372/0-7-10, 4=10/Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-30(LC 1), 2=-104(LC 12) Max Grav 3=30(LC 8), 2=372(LC 1), 4=29(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS I (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb) 2=104. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I I Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 i WARNING- Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with tvliTek® connectors.'thIs design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Braclrig indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWI1 AuarltyCddeda, DSB-89 and SCSI BuOdhVComponent 6904 Parke East Blvd. Safety InformaAbrnvaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15141478 1501218 EJD6 Jack -Open 2 1 ' Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MITek Industries, Inc. Thu Sep 20 14:05:52 2018 Page 1 ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-eB_Z7g39W UslUfxJfOfioahFyU?UJXQpclsP2gybj9j -2-0-0 2-8-0 5-0-0 2-0-0 2-8-0 2-4-0 Scale=1:19.2 N O O Plate Offsets (X Y)-- [.1:0-2-2 0-1-0] [2:0-3-4 Edge] [3:0-3-8 0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vett(LL) 0.05 3 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.06 6 >946 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 i REACTIONS. (Ib/size) 4=112/Mechanical, 2=432/0-7-10, 5=52/Mechanical Max Horz 2=132(LC 12) Max Uplift 4=-57(LC 12), 2=-103(LC 12), 5= 15(LC 12) Max Grav 4=112(LC 1), 2=432(LC 1), 5=58(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpj=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip IDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) fort truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=103. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek0 connectors. This design Is based only upon potameteis shown, and is for an Individual building component riot a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A MiiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seepNSUIPII QualityCrlteda, DSB-89 and BCSI BUOdNig Component 6904 Parke East Blvd. Safety lniormaHornzw6lable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15141479 1501218 EJE1 Jack -Open 2 1 Job Reference (optional) nuuaers nrstaource, 1 rianr�uy, r� 00000 2x4 = ST1.5x8 STP = 1-8-12 ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-6OYxLO4nHo_c5pW VDjAxLoEXCtOr2_gzrPcyaGybj9i Scale = 1:8.2 Plate Offsets (X Y)-- (p •0-1-10 0-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) '-0.00 1 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP iNo.2 BOT CHORD REACTIONS. (Ib/size) 1=75/0-7-2, 2=66/Mechanical, 3=8/Mechanical Max Hdrz 1=32(LC 12) Max Uplift 1=-14(LC 12), 2=-34(LC 12) Max Grav 1=75(LC 1), 2=66(LC 1), 3=25(LC 3) FORCES. (ID) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-8-12 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdplDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has bee , designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 21,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE m Design valid for use only with Mffek0 connectors. This design is based only upon parameters shown, and Is for an Individual building component, hot �' a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSVWII GualItyCtiferb, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety/nformaBotr3vc llable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type City , Ply T15141480 1501218 EJE2 Jack -Open 2 1 _ ___ ... _ Job Reference (optional) ... ,.,......:r__ _�.._._:__ Builders FirstSource, , Plant City, FL 33566 Inc. 8.220 s May 24 201 tlivll 1 ere Industries, ncI I lu Jed cv 14:0 :. oyo i I D:Rmo4nLKLBvrmhSN9C4aTdpybp9r-6OYxLo4nHo_c5pW V DjAxLoEQytOR2_gzrPcyaGybj9i 2-9-3 2-9-3 w v 0 to m N Scale = 1:12.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >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/TPl2014 i Matrix-P Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPINo.3 REACTIONS. (lb/size) 3=10/Mechanical, 2=374/0-7-10, 4=12/Mechanical Max Horz 2=76(LC 12) Max Uplift 3=-21(LC 12), 2= 131(LC 8) Max Grav 3=17(LC 8), 2=374(LC 1), 4=36(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1 1) Wind: ASCE 7-10; Uult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for! truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=131. ' 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is',the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek5 connectors. This design 6 based only upon parameters shown, and Is for an Individual building component hot � a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' bullding design. Bracing prevent of Is always required for stablltty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUM11 AuaMyCrBella, DSB-89 and SCSI Bu0ding Component Safety Infannattonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15141481 1501218 EJE3 Jack -Open Girder 2 i " � Job Reference (optional) Builders FirstSource, Plant City, FL 33566 i 8.22Us May242Oi8IVIIIeKliiUUbUreb,liIC. 1HU0GP4V IY.VUAY cv iv rage i I D: Rmo,4nLKL8vrmhSN9C4aTdpybp9r-aa5JYM5P256Tjz5hnRhAu?mal Hi2nRw633LW 7iybj9h 3-5-3 3-5-3 Scale = 1:13.4 2x4 II 3-5-3 3-5-3- Plate Offsets (X Y)-- [i1:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vett(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 i Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP INO.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc puffins. BOT CHORD 2x4 SP INo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=30/Mechanical, 2=369/0-8-7, 4=15/Mechanical Max H6rz 2=86(LC 26) Max Uplift 3=-42(LC 19), 2= 130(LC 4) Max Up" 3=54(LC 35), 2=369(LC 1), 4=46(LC 3) FORCES. (Ib) -max. CompAvlax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) I 1) Wind: ASCE 7-10; V,ult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) forl truss to truss connections. 5) Provide mechanical 'connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except gt=lb) 2=130. 6) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 80, 2-4= 10 Concentrated Loads,(Ib) Vert: 8=42(B) i Michael S. Magid PE No.53691 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-7473 rev. 1010 12015 BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before building design. Bracing pse, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablIlly prevent and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYMII QualityCdfeda, DSB-89 and BCSI Bugding Component 6904 Parke East Blvd. Safety lntomlaBonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I russ I russ i ype ry �­y 1501218 EJE4 Jack -Open 2 1 ders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Indus I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-2mfimi6l -2-0-0 1-7-15 2-0-0 1-7-15 i T15141482 Thu Sep 20 14:05:55 2018 Page 1 3uLBCPQDJodh3LW uAGlj53f9ybj9g Scale = 1:11.0 N N n � 0) O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >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 Matrix-P Weight: 11lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc pudins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3= 38/Mechanical, 2=33210-7-10, 4=8/Mechanical Max Hdrz 2=65(LC 12) Max Uplift 3=-38(LC 1), 2=-98(LC 12) Max Grav 3=33(LC 8), 2=332(LC 1), 4=24(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip IDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 i ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1WO32015 BEFORE USE. -- Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual boding component, riot a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 PaEast Parke EBlvd.fabricailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSyfpll Quality Crlt®da, DSB-09 and SCSI Building Component Safety /nlormatidnavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, rk 3ast Job Truss Truss Type city Ply T15141483 1501218 EJE5 Jack -Open 1 1 ' Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MITek Industries, Inc. Thu Sep 20 14:05:55 2018 Page 1 ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-2mfimi61 pPEKL7guL8CPQDJmCh3lW uAGlj53f9ybj9g -2-0-0 3-0-0 2-0-0 3-0-0 Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.00 2-4 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >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 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size)) 3=27/Mechanical, 2=376/0-7-10, 4=13/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-32(LC 12), 2=-99(LC 12) Max Grav 3=31(LC 19), 2=376(LC 1), 4=39(LC 3) Scale=1:14.3 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 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. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has beeni designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53661 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING- Verity design parameter and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Weir— connectors. This design is based only upon parameters shown, and Is for an Individual bu."ding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bullding design. Bracinb Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWI► CualByCrBedia, DSB-69 and BCSI BaQding Component 6904 Parke East Blvd. Safety Infonnat/on3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply , T15141484 1501218 HJ7 Diagonal Hip Girder 6 1 - Job Reference (optional) Builders FirstSource, Plant City, FL 33566 u.zzu s iway z4 zu i o rvu i en muusu ies, uw. 1 nu oeP ctr Fnyo I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-XyD4z16fajM ByH F4usjezQsv95JfFGOPXNgcBbybj9f -2-9-15 5-1-9 9-10-1 2-9-15 5-1-9 4-8-7 Scale = 1:26.0 3x4 — SPECIAL CONNECTION IS REQUIRED TO PROVIDE 9 ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS 3x4 II TO RESIST MAX. UPLIFT AND MAX. HORZ. REACTIONS SPECIFIED BELOW. 3- 5-1-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.06 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 1-9. OTHERS 2x4 SP No.3 REACTIONS. (lb/size)I 5=170/Mechanical, 3=622/0-10-7, 6=279/Mechanical, 9=0/Mechanical Max Hoiz 3=421(LC 19), 9=-421(LC 19) Max Uplift 5=-96(LC 4), 3=-172(LC 4), 6=-98(LC 4) Max Grav 5=170(LC 1), 3=679(LC 35), 6=279(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 164/449, 2-3= 155/455, 3-4=-763/189 BOT CHORD 3-8= 278/630, 7-8= 278/630, 1-9=-421/182 WEBS 4-7=-683/302 NOTES- (9) 1) Wind: ASIDE 7-10; V61t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been1designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 3=172. , 7) "NAILED" indicates 3;1Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5= 80! 3-6=-10, 1-9— 10 Concentrated Loads (lb) Vert: 10=125(F=62, B=62) 12=-55(F=-28, B=-28) 15— 18(F=-9, B=-9) Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. " Design valid for use ody with MITekV connectots. This design 6 based only upon parameters shown, and Is for on Individual bu'sding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSL4PN QualityCriteda, DSB-89 and BCS/ Budding Component 6904 Parke East BNd. Safety /nfomrationavailable from Truss Plate institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qty r Ply T15141485 1501218 MG01 Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 Mil eK Industries, Inc. 1 nu Sep 20 14:0b:51 tut 8 Page i I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-?9nSAN71 LOU2aQpGSZEtVe09HVZ5_gFYm1 aAk1 ybj9e 3-7-8 7-0-0 3-7-8 3-4-8 Scale: 1/2"=l' 3 3x4 = ST1.5x8 STP = i 3x6 1 3-4-8 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.03 1-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.05 1-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017/fP12014 I Matrix-SH Weight: 40lb FT=20% LUMBER EIRACING- TOP CHORD 2x4 SP INo.2 TOP CHORD BOT CHORD 2x6 SP;No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=1661/0-7-10, 4=1223/Mechanical Max Horz 1=138(LC 23) Max Uplift 1=-419(LC 8), 4= 360(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1863/418 BOT CHORD 1-5=-470/1613, 4-5= 470/1613 WEBS 2-5=-336/1413, 2-4=-1815/527 Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical 'connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 1=419, 4=360. 1, 6) Use Simpson Strong' -Tie LUS24 (4-1Od Girder, 2-1Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 3-0-12 from the left end to 5-0-12 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 842 ib down and 244 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building i6 the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-80, 1-4=-10 Concentrated Loads 1(lb) Vert:6=-842.(F) 7= 727(F) 8=-727(F) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with P Ti iek D connectors. This design is based only upon parameters shown, and Is for an Individual buiding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Qual@yCrlleda, DSB-89 and BCSI BuDding Component 6904 Parke East Blvd. Safety Informa/bnavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15141486 1501218 MG02 Monopitch Girder 2 1 Job Reference (optional) Builders FirstSource, I Nlant Lary, I-L 33bbb i 3-7-8 0.44u --y LY 4v 1 D IVII k e �F .•�� I D: Rmo4nLKL8vrmhSN9C4aTdpybp9r-TLLgOj8w6KcvCaOTOG162rxJ buvnjAGi_hJjGTybj9d 7-0-0 3-4-8 3 2x4 = 3X6 11 ST1.5x8STP= ' I 3-7-8 7-0-0 3-7-8 3-4-8 Plate Offsets (X Y)-- 111.0-0-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 1-5 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.05 1-5 >999 240 BCLL 0.0 Rep Stress Incr NO W B 0.36 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SPINo.3 Scale; 1/2"=1' PLATES GRIP MT20 244/190 Weight: 34lb Ff=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (lb/size 1=1048/0-7-10, 4=852/Mechanical Max H6rz 1=141(LC 8) Max Uplift 1=-252(LC 8), 4=-285(1-C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1263/281 BOT CHORD 1-5= 349/1078, 4-5= 349/1078 WEBS 2-5= 213/866, 2-4=-1220/394 NOTES- (9) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for, truss to truss connections. 5) Provide mechanical 'connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=252, 4=285. 1 6) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 5-0-12 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is 'the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced); Lumber increase=1.25, Plate Increasa=1.25 Uniform Loads (pit) I Vert: 1-3=-80, 1-4= 10 Concentrated Loads (lb) Vert: 6= 420(B) 7=-449(B) 8=-442(B) i Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Deslgn vdld for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an indIvIdual building component, not a truss system. Before use The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSYM11 AuomyCdreda, DSB-89 and BCS►Bagdling Component 6904 Parke East Blvd. Sorety/nfonna►►onovpilable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type t Qty Ply T15141487 1501218 PB01 Piggyback 16 1 Job Reference (optional) Builders I-Irst50urce, I F9ant GIry, t-L 3Jbbb o.ccv a may c-r cv i o -, on a. ... iw n .,. 1....�v , �..,....,.. �,. �., ,.y.. I D:Rmo4nLKL8vrmhSN9C4aTdpybp9r-xXvCb39Ytekmpkzfa_HLb3UYDl R4SigrDL3Howybj9c Scale=1:11.7 3 4x6 = 0 L 2x4 = 2x4 11 2x4 = 6-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPINo.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=154/4-1-8, 4=154/4-1-8, 6=161/4-1-8 Max Horz 2=-22(LC 10) Max Uplift 2=-49(LC 12), 4=53(LC 13). 6=-22(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Uuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate gdpl DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is jthe responsibility of the building designer per ANSI TPI 1 as referenced by the building code. I Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 I ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mg-7473 rev, f010312015 BEFORE USE Design valid for use only with {uilTekti� cannectors. This deslgn Is based only upon parameters shown, and Is for an Individual binding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overail building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAA%WII QualityCtM®do, DS"9 and BCSI BugdlV Component 6904 Parke East Blvd. Safety fnfonea/lon7v6ilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oty Ply i T15141488 1501218 VA1 Valley 1 1 - Job Reference (optional) Builders FirstSource, , Plant City, FL 33666 q a 0 2x4 i 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 14:05:59 2018 Page 1 ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-xXvCb39Ytekmpkzfa_HLb3UZvIRLSiOrDL3Howybj9c 2x4 11 Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-P Weight: 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=60/2-7-8, 3=-22/2-7-8, 4=-4/2-7-8, 5=149/2-7-8 Max Harz 1=42(LC 12) Max Uplift 1=-4(LC 12), 3=-22(LC 1), 4= 11(LC 3), 5=-59(LC 12) MaxGrav 1=60(LC 1), 3=12(LC 12), 5=149(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS: (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4, 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, hot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. BraclAg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII QualByClBeft DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety infomraBonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type E Qty Ply T15141489 1501218 VA2 Valley 1 1 Job Reference (optional) i3maers i-irst5ource, F9ant ary, ru dsobu oy ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-PkTbpP9AexsdRuYr7hoa7GOjsimlB7C?S?ogKMybj9b 4-8-0 4-8-0 v d 0 2x4 i 2x4 II 9 5 4 Scale = 1:14.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pudins. BOT CHORD 2x4 SP,No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 4-7-8. (lb) - Max Horz 1=82(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 3, 5 Max Giav All reactions 250 lb or less at Joint(s) 1, 3, 4, 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-206/262 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS. (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdplDOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only w8h MITekS connectors. This design Is based only upon parameters shown, and Is for an Individual busdtng component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery- erection and bracing of trusses and truss systems, seeANSy1PII Qoo1HyCiffeft DS8.89 and BCSI Bulding Component 6904 Parke East Blvd. Safety InfonnaBoriavdllable from Truss Plate Institute, 218 N. Lee Street, Suite 312. PJexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply T15141490 1501218 VA3 Valley 1 1 - Job Reference (optional) Builders FirstSource, Plant City, FL 33566 v 0 0 8.220 s 2x4 � 2x4 11 24 2018 MI I ek industries, Inc. Thu Sep 20 14:06:u1 2u16 rage 1 :4aTdpybp9r-twOzOlAOPF_T3271 hPJpgUZg265FwZdBgfYNtoybj9a 6-8-0 1-71-715 Scale = 1:20.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-P Weight: 23lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=160/6-7-8, 3= 20/6-7-8, 4= 3/6-7-8, 5=407/6-7-8 Max Horz 1=123(LC 12) Max Uplift 1=-3(LC 12), 3=-20(LC 1), 4=-8(LC 3), 5=-165(LC 12) Max Grav 1=160(LC 1), 3=11(LC 12), 5=407(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-361/438 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS1(envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except Qt=lb) 5=165. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S, Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10MI2015 BEFORE USE. " Design valid for Use only with MiTek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMII QualHyCiBella, DSB.89 and BCSI BuIldhig Component 6904 Parke East Blvd. Safety Infannatlonzivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type + Qty r Ply T15141491 1501218 VM2 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 v a 0 2x4 i 2-0-0 8.220 s May 24 2018 MI I eK Industries, Ine. Thu Sep 20 14:06:01 zu 18 rage i ID:Rmo4nLKL8vrmhSN9C4aTdpybp9r-twOzOIAoPF_T3271 hPJpgUZvU66gwbf8gfYNtoybj9a Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size); 1=62/1-11-8, 2=55/1-11-8, 3=7/1-11-8 Max Horz 1=28(LC 12) Max Uplift 1— 11(LC 12), 2=-29(LC 12) Max Grav 1=62(LC 1), 2=55(LC 1), 3=21(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=23ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been !designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valld for Use only with MlTelc® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU11011 Gualdy Cdf'edd, DSO-89 and BCSI BugdbV Component 6904 Parke East Blvd. Safety /nfolmaHonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandrla, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 314 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, For 4 x 2 orientation, locate plates 0-"id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MiTek20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indust►y Standards: - - ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS c O 2 U a- :2 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety N xtes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2, Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atioint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11, Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.