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HomeMy WebLinkAboutTRUSS PAPERWORKn MiTekF Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. � rin�t RE: J37415REP1-J37415REP1A - NICK DINOLA MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Nick Dinola Project Name: Dinola Residence Model: Tampa, Fl- 33610-4115 LoVBlock: Subdivision: Address: 6000 Hickory Drive City: Ft. Pierce State: FL SCANNED Name Address and License # of Structural Engineer of Record, If there is one, for the building. BY Name: License #: Address: St. Lucie County City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 1 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18653994 A09 11/13/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided 6y East Coast Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rP11. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and propedy incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 58 6 �9' STATE OF ••<U� �O''SS�ONA� ON Philip J. O'Regan PE No.58126 MiTek USA, Inc. Fl. Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 ORegan, Philip I of 1 Job Tun rO6a Type Dty Ply NICKOINOIA T1065J9H4 J37415REP1 J37415REPlA AdH PiggyS—Base 1 1 Job Reference (optional) JIG 1UNIT ID:999tTOyyYEperCPjghvMXLt7Bp-llw2ok_k62nYVTCCmi Wb8pP5Dv00YnhC7BWCV46yJZmr 60-0 12-0-0 1810-0 N4" O 2&5-0 354-0 I 41.1-12 47.0a 1 SO-0 60-0 640 So-0 SS-0 IS 56-12 S1D4 REPAIR: TRUSS BOTTOM CHORD AND WEB MEMBERS BROKEN WHERE SHOWN ('). SHOP FABRICATE SCAB TRUSS (SHOWN SHADED) USING THE LUMBER AND 19 PLATES INDICATED. ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH 2 ROWS OF (0.131"X 3'1 NAILS SPACED 4" O.C. INTO ALL ALIGNING MEMBERS. USE 2'MEMBER END DISTANCE. 5x5 = 4x8 Sale -1:BOB 20 19 18 23 17 15 24 15 14 13 25 12 26 11 10 3x6 11 34 11 34 = Jxfi = 4x6 = 3x6 = Sx5 = 3xe = 3x6 = 3x6 11 LOADING (pal) SPACING- 2-0-0 TCLL 20.0 Plate Gnp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 1-20.9-10: 2x6 SP No.2 REACTIONS. (lb/size) 20=1722/0-8-0, 10=172210-8-0 Max Horz 20=547(LC 7) Max Uplift20=1018(LC 8), 10=-1025(LC 8) Max Grav 20=1729(LC 13), 10=1788(LC 15) CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TC 0.53 Ven(LI.) 0.29 15 >999 240 MT20 244/190 BC 0.69 Ver(CT) -0.35 15-17 >999 180 WB 0.97 HOrt(CT) 0.11 10 n/a n/a Matrix -AS Weight 3541b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc pudins (3-4-3 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 3.18, 4-17, 5-15, 5-13, 6-13, 6-12, 8-11 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=1834/1128,2-3=2203/1411,3-21=2481/1645,4-21=-2481/1645,4-5=-2623/1713, 5-6=-2114/1434,6-22=1505/1167,7-22=-1505h167,7-8=-1673/1194,8-9=-13151876, 1-20=1670/1047, 9-10=-173511059 BOT CHORD 19-20=511/352, 18-19=865/1823, 16-23=-927/2139, 17-23=-927/2139, 16.17=1207/2627, 16-24=-12072627, 15-24=1207/2627, 14-15=1277/2739, 13.14=-1277/2739, 13.25=-835/2038,12-25=-8352038,12-26=-538/1219, 11-26=538/1219 WEBS 2-19=768/549,2-18=134/557,3-17=471/921, 4AI`=-527/449,4-15=115280, 5-13=1298/833, 6-13=618/1290, 6-12=925/462, 7-12=-1391387, 8-12=-250/734, 8-11=979/644, 1-19=968/1607, 9-11=-809/1623 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=611; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical lee and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Fording. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 = IO.Opsf. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1018Its uplift at joint 20 and 10251b uplift at joint 10. 8) This truss design requires that a minimum of 711 W structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. No 58126 :O OF O R 1 ,S 11111111111 Philip J. O'Regain PE No.58126 Mlrek USA, Inc. FL Cart 6634 6904 Parke East BNtl, Tampa FL 33610 Date: November 13,2019 ®WARNING-V-iry deilgn➢onued.. and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE 911A7473 ree 10413i II5 BEFORE USE. Desgn vaW for use only wah MRek® connectors. This desgn Is based only upon paameters shoed, and Is for an indivqual bolding mmgement. not ��- a WSS system. Before use, lee building designer must wrify Me applicability ofdesgn parameters and prapeM IncoNorale Bid des an Into me oveaa bildirgdesign. Baring Indicated d to prevent building Of Moiadual truss web Sexier able members only. Adddlonal temporary and Continental bradrg MiTek' IseMay MquuedforslabiliryaMlo Wr nlm0 psewdhp NeMmmalinluryaMpmpedydamage. ForgeneralguidanceregeNinglhe Blockaded. storage. dePiery,ereadn and breano of Lasses and Wzs syslerm.See ANSLRPII Quality Cuteda, DSB419 andBC5l Building Com➢oneM 6904 Parke East Budd. Salehylnlormaeon availalod hard Tried Rate trends, 218 N. Lee Sluad. Mile 312. AlexaMra. VA P2314. Tampa, FL Sfiats Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J37415 - Dinola Res. MiTek USA, Inc. Site Information: SCANNED 6904 Parke East Blvd. BY Tampa, Fl- 33610-4115 Customer Info: Nick Dinola Project Name: Dinola Res. Model: �C1e�,O�o Lot/Block: . Subdivision: `7 Address: 6000 Hickory Drive,. City: Ft. Pierce State: FL, Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20120 8.2 Wind Code: ASCE 7-10 [All Heigh1l Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 78 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# ITruss Name I Date 1 1 T16390599 1 A01 G 2/28/19 118 IT16390616IA18 2/28/19 2 IT163906001A02 (2/28/19 119 1 T1 6390617 1 B01 G 12/28/19 1 13 1T163906011A03 12/28/19 120 1 T1 6390618 1 B02 12/28/19 i 14 T1 6390602 1 A04 i2/28/19 121 iT163906191B03 12/28/19 1 15 1 T1 6390603 1 A05 2/28/19 1-2 1T163906201B04 12/28/19 1 6 T16390604 A06 2/28/19 23 T1:390621 B05 2/28/19 7 T16390605 A07 2/28/19 24 T16390622 B06 2/28/19 18 1 T1 6390606 1 A08G 12/28/19 125 1 T1 63906231 B07 12/28/19 1 19 1 T1 6390607 1 A09 12/28/19 126 1 T1 63906241 BOB 12/28/19 1 110 1 T163906081 Al 12/28119 127 1 T16390625 i B09 12/28/19 Ill I T16390609 J Al l 12/28/19 128 1 T1 6390626 11310 12/28/19 1 112 1T163906101At2 12/28/19 129 1 T1 6390627 1 B1 1 12/28/19 1 113 1 T1 6390611 1 At 3 1 2128/19 130 1 T1 6390628 1 B12 12/28/19 114 1 T1 6390612 1 At 4 12/28/19 131 1 T1 6390629 1 B1 3 12/28/19 115 T163906131Al5G 12/28/19 132 1 T1 6390630 1 B1 4 12/28/19 16 T163906141At6 12/28/19 133 1T163906311B15 12/28/19 117 1 T1 6390615 1 At 7 12/28/19 134 1 T1 6390632 1 B1 6 12/28/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the 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. FILE Copy 9. UTE OF •�/ O ,oN R fill I ' Thomas A Man] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 Albani, Thomas I of 2 / RE: J37415 - Dinola Res. Site Information: Customer Info: Nick Dinola Project Name: Dinola Res. Model: . Lot/Block: . Subdivision: . Address: 6000 Hickory Drive,. City: Ft. Pierce State: FL. No. I Seal# ITruss Name I Date INo. Seal# ITruss Name I Date 35 1 T16390633 1 B17 J 2/28/19 178 IT163906761ZHJ7A 12/28/19 136 1 T1 6390634 11318 12/28/19 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J J J 1 1 1 1 1 1 J 37 1 T1 6390635 11319 12/28/19 1 138 1 T1 6390636 1 B20 12/28/19 1 139 I T1 6390637 1 B21 1 2/28/19 1 140 1 T16390638 1 B22 12/28/19 1 14.1 1 T16390639 J B23G 12/28/19 1 142 1 T16390640 1 C01 G 12/28/19 1 143 1 T1 6390641 1 CO2 12/28/19 J 144 1 T1 6390642 1 CO3 2/28/19 J 145 1T763906431C04 12/28/19 1 146 1 T1 6390644 1 C05 12/28/19 J 147 1 T1 6390645 1 C06 1 2/28/19J 48 T163906461D01G 12/28/19 49 1 T16390647 D02 12/28/19 150 1 T1 6390648 1 D03 12/28/19 151 1 T1 6390649 1 D04 12/28/19 152 1 T1 6390650 1 D05 12/28/191 153 1 T1 6390651 1 D06G 1 2/28/19 154 1 T1 6390652 1 E01 G 1 2/28/19 155 1 T16390653 1 E02 1 2/28/19 156 1 T1 6390654 1 FG01 12/28/19 157 1 T16390655 1 FG02 12/28/19 158 1 T1 6390656 1 FG03 12/28/191 159 1 T1 6390657 1 FG04 12/28/19 160 1 T1 6390658 1 MV2 1 2/28/19 161 1 T1 6390659 1 MV2A 12/28/19 162 1 T1 6390660 1 MV4 1 2/28/19 J 163 1 T1 6390661 1 MV6 1 2/28/19 164 1 T1 6390662 1 MV8 1 2/28/19 165 1 T16390663 I MV10 1 2/28/19 166 T1 6390664 1 MV12 1 2/28/19 167 T1 6390665 1 P61 2/28/19 168 T1 6390666 1 V3 1 2/28/19 169 1 T1 6390667 1 ZCJ1 1 2/28/19 170 1 T1 6390668 1 ZCJ3 1 2/28/19 171 1 T163906691 ZCJ5 12/28/19 172 IT763906701ZEJ5 12/28/19 73 T16390671 ZEJ7 2/28/19 174 1 T1 6390672 1 ZEJ7A 12/28/19 175 1 T16390673 I ZERB 1 2/28/19 176 1 T1 6390674 1 ZHJ5 12/28/19 J 177 1 T16390675 � ZHJ7 12/28/19 2of2 ss Truss Type Qty Ply Dinola Res. T16390599 415 Pj G FAD Flat Girder 1 a9 L Job Reference (optional) east"cast buss, re name, rL-ou., . - .o=.... ,. ...... _.. ID:9g9tTQyyYEpaCPjtiWMXzh?Bpo1 FEyvVN7zoRrHasS5KepgCuKlcgnWCuX5LxQzgdfu Sd-0 102, %L9 I 2U-1114 I 2&1-2 31-3-] I 36511 I 41$-0 47-0-0 Sd-0 S2-0 5-2-0 S2-0 S2-0 S2-0 S2-0 S2d 5-0-0 Scale=180.5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8 = 4a8 = NAILED 4x4 = 7x1OM18SHS = 4x4 = NAILED 2x4 II 7x1OM18SHS = 4x4 = 4x8 - NAILED 5x8 = _.I __ __ __ R__ __ .., p.. ... ..tn rl�itPAO I \ l ` �_. 20 45 1945 47 18 4B 49 50 17 51 52 5318 54 55 15 56 57 14 58 59 1d 90 61 62 14 63 64 6511 3x11) II 5x8 = NAILED 4x6 74 = NAILED 4x4 = NAILED 4x8 = 74 = NAILED 4x6 = NAILED 5x6 = 3x10 1 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Sd-0 10-SS 15-&9 20-10-14 26-1-2 31-3-] 3SS11 41--0 47-0-0 52_n Sid j Cad I SJd S2d I S2-0 I 5-2-0 $-2e-4 Plate Offsets(XY)- 14'0.5-00-0-8) [7'0.5-00-4-8] [12'0-380-2-8] [14'D-3-00-0-12] [77'0-3-00-0-12) 119'0-3A0.2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 1.01 15-16 >552 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.0515-16 >532 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina NO WE 1.00 Horz(CT) 0.14 11 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 675 lb FT=0 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 14-17: 2x6 SP SS BOT CHORD WEBS 2x4 SP No.3 *Except* 1-20.10-11: Zx8 SP No.2 REACTIONS. (Ib/size) 20=2997/0-8-0, 11=30691M-0 Max Horz 20=-209(LC 4) Max Uplift 20=-2081(LC 4), 11=2136(1_C 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2880/2085, 1-2=4657/3270, 2-3=-8228/5728, 34=1049217258, 4-5=1 178618163, 5.6=11760/8142, 6-7=-11760/8142,7-8=-105OOf7265,8-9=3230/5729,9-10=4663/3275, 10-11=2931/2150 BOT CHORD 18-19=312614657, 17-18=5582/8228, 16-17=7284/10687, 1576=8016/11786, 14-15=7290/10693, 13-14=5624/8230, 12-13-3253/4663 WEBS 1-19=3601/5245, 2-19=2489/1969, 2-18=2828/4108, 3-18=1839/1498, 3-17=177912632, 4-17=1166/1033, 4-16=854/1284, 5-16=-456154Q 6-15=449/541, 7-15=823/1245, 7-14-1157/1026,8-14=1785/2640,8-13=-1839/1498, 9-13=-2823/4103, 9-12=2490/1971, 10.12=3604/5248 Structural wood sheathing directly applied or 4313 oc pudins, except end verticals. Rigid ceiling directly applied orb-5-6 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131')(3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at G-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - i row, at G-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: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=6ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about 8s center. 7) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loatls. 8) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle a 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except gt=lb) 20=2081, 11=2136. 10) "NAILED" Indicates 3-1Od (0.148")3") or 312d (0.148"113.25") toe -nails per NDS guidlines. Thomas A. Albani PE Ne.39380 MT9k USA. Inc. FL Cod 669 6204 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 L0Mt9A6AW)y9S,S9292Sgparameters andREAD NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGEMIW473m¢ 1W03R015 BEFORE USE. aaaa Design valid exude onyweh MiTelre, connection. This design is based only upon parameters shown, and is far an Individual buldblg memoriam, net ��- abase sWem. Bodies use, the bailing designer must venfy No applimbiGty ofdesign parameters and Property inmrpmate Nis design Monte owned advised NoM AMextNtempomryarelpammeMbrecmg ��-��.YYY MiTek' buildingdesign. Bracing indicated isto prevaM buoi of "as web waver members only. is always re4ubed for stability andto p..M mVapso.M possible personal injury and pmp rly damage. For general guldame regarding the fMdmBon. atone,delivery, erection and bm6tgM Wssesand cads systems,see ANSVTFII cloudy CrHeda, DSB49 and BCSl Building Component 6904 Parka East Blvd. SMOIyIMMr on availablefrom Truss Race InaMe,218N.Lee Street Suae312,Alexandria,VA22314. Tampa, FL 36610 Jab Truss Truss Type Dty Ply Dinola Res. T16390599 J37415 AO1G Flat Girder 1 Job Reference (optional) Fast Coast Truss, Ft. Pierce, FL-34946. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-10=54, 11-20=20 Concentrated Loads (III) Vert: 4=79(S) 6=79(B) 15=36(B) 21=79(B) 22=-79(B) 23=-79(B) 24=79(B) 25=79( 34=-79(B) 35=79(B) 37=79(B) 38=79(8) 39=79(B) 40=79(B) 41=79(B) 42=79(B) 50=36(B) 51=36(B) 52=36(B) 53=36(B) 54=36(B) 55=361B) 56=36(B) 57=36(B) 65=36(B) 824D s Dee 6 2015 MTek Industries, Inc. Thu Feb 28 10:55:33 2019 Page 2 ID:9g9tTQyyVEpc,CPjfi1wMXzh7Bpa1 FEyvVN7z6RrHas65KepgC=KlcgnWCuX5txQzgdfu B) 26=79(1!1) 28=79(1!1) 29=79(13) 30=79(B) 31=79(B) 32=79(B) 33=-79(B) 43=86(B) 44=36(B) 45=36(1!1) 46=36(1!1) 47=-36(B) 48=36(B) 49=-36(B) 58=36(1!1) 59=36(B) 60=36(13) 61=36(1!1) 62=36(B) 63=36(B) 64=-36(B) ®WARNING-VefirydeA9n parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE M1144£3rev: 10/03/2015 BEFORE USE. Design valid for use only with MBeWconnaaoa. This design is based only uponparamenre shown, and is loran indh dual bugding component, Ad a buss system Before use, Me building designer mustvedfy the applimbilgy of design parameters and prepedy mwryorae Ihb design Into Me overall hadingdesgn.Brecon, indicated is to prevent butting of individual tress web auld Nord members Anti. Addbionaltemporeryandpennanedbracing MiTeW is always required for stabildy and to preyed catiapse with possible personel qur, and property damage. Forgenerel guidance regarding the fabrication, storage, delivery. ereaion and bmang of busses and T systems. see ANSUTPI10uality Cdfeda, DSBon d9 and SCSI Building Component 69U4 Parke East BIW. SafetylnfofmaNan available tram Truss Fate lrundde.21B N. Lee Street. Sube312, Alexandra, VA22314. Tampa, FL 36610 e job Truss Truss Type Oty Ply Dinola Res. T16390600 J37415 A02 Half Hip 1 1 Job Reference (optional) test coast Trss, Ft. Pieme, FL-34946, ' z-aa s.00 12 sx8 = 3x6 = are = 4S6 = 2x4 II 8.240 s Dee 6 2018 3x5 Inc. Thu Feb 2810:55:342019 Pagel Scale =1:81.0 3x6 = 4x6 = Axe = 20 19 18 17 16 15 14 13 12 11 M 113x6 = Us = 4z8 = 3z8 = 3x6 = 3x8 = M II 3a = 3AM1SSHS = 240 943-0 I 1789 245-0 31-9d 1 34-2-0 I 4]-M t 2-Q0 y-&D T.d.A ]dfl ]dP 7.d.A )-1M Plate Offsets (X,Y)— [2:0-5-12 0-2-8[ 15:D-3-0Edge) [9:0-&0 Edge[ [12:0-3-8 0-1-8[ [18:0-3-8 D-1-81 LOADING fast) SPACING. 2-0-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) 1.00 15-16 >561 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.75 Ven(CT) -1.15 15-16 >486 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES NB 0.71 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matnx-AS Weight: 265 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11,1-20: 2x6 SP No.2, 2-18,10-12: 2x4 SP No.2 REACTIONS. (lb/s¢e) 11=1722/0-8-0, 20=1722/".O Max Ho¢ 20=283(LC 5) Max Uplift 11=-1062(LC 5), 20=-1021(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-18. 3-16, 8-13. 10-12 FORCES. (lb) - Max. Comp./Ma t. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-911/607, 2-3=3364/2105, 3-4=4751/2923, 4E=5134/3149, 6-7=-5134/3149, 7-8=M98/2771, 8-10=2857/1795, 10-11=1644/1097, 1-20=-1736/1005 BOTCHORD 19-20=-255A67, 18-19=537/815, 16-18=-1909/3364, 15-16=-2727/4751, 13-15=-2575/4498, 12-13=1730/2857 WEBS 2-19=-1279/952, 1-19=1001/1640, 2-18=1718/2881, 3.18=-1171/882, 3-16=928/1575, 4-16=-597/525, 4-15=272/438, 6-15=400/415, 7-15=-429f721, 7-13=733/608, 8-13=1107/1863, 8-12=1299/959, 10-12=i866M39 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=27ft; B=4511; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porn ing. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree notation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (A -lb) 11=1062,20=1021. 9) This truss design requires that a minimum of 7116" Mature] wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39360 NITek USA, Inc. FL Csrt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2019 AwARNINo -Vert/, tlesi9n p.ra.0 ro antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 re¢ 1WO312015 BEFORE USE. Design valid for use only wah MRek® connedors. This design is based ony upon parameters shown, and is ("an individual Guiding component, nth Not a truss system. Before use, the building designer must verify the applicability of design parameters antl properly HcaTorAe this design Into me 0vemg buildingde4gn. Bracing indicated is to prevent buckling of individual Wss weband/or chord members only. AddNanutemporzryandpermanembrarang MiTek' is always rNubedfor stabilityand to prevent coflapsewah possible personal injury end property damage. Forgeneralguidanceregardirgthe labdcagon, morsge,delivery, erection antl bradrg o(jmsseseM Wss rynems. sea ANSprRfl Quality Gonads, DSBd9 And BC5l Building Component 6904 Parke East Blvd. SafeylnfamNon availablef Tmss Rate Indade,218N.LeeS KSuae312Alexandra,VA22314, Tampa,FL Salto Job ITruss Truss Type Oty Ply Dinola Res. T76390601 J37415 A03 Hal Hip 1 7 Jab Reference (optional) Last toast I russ, Vt. Plesce, FL - 34946, 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 28 10:55:35 2019 Page 1 ID:9ggtTDyyYEpvCPjtit MXzh?Bp-kPM?NbWoea294bjEaW6u5HuD7wc hbVMraS?Izgdfs 4-0-0 11-4-0 18-0-8 INN- 32-5-8 39i-0 d]fi0 d4L0 ]-40 ]-0.8 I 7-D-e ]-08 7-OA { 74i-0 5.00 12 Sx8 = M Seale=1:81.0 2x4 II 3M = 4x6 = 3M = 3M = 4M = 4x6-- 20 19 18 17 16 15 14 13 12 11 3M 11 3x6 = 3M = 4x6 = 3x5 = 3x8 = 5x5 M = axis = 3,,6 II 3M = 4-0.0 11-0-0 18-0-8 255-0 I 32-5-8 I 396-0 I 47-D-o 6.14(1 ]dn ].nA ]1V1 ]JL0. ]JLII 7AJ1 Plate Offsets (X,Y)- (2:0-5-12,0-2-8), [5:OJ-O,Edge), [9:0-3-0,Edge[ [12:0-3-8,0-1-81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(-L) 0.72 15-16 >780 240 MT20 2441190 , TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.8415-16 >667 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.90 Ho2(CT) 0.17 11 rda n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 279 Ib FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExCEpl' 10-11,1-20: 2x6 SP No.2, 2-18,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1722/0-8-0, 20=1722/041-0 Max Holz 20=347(LC 5) Max Uplift 11=1067(LC 5), 20=1020(LC 8) BRACING - TOP CHORD Structural mod sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 2-18,8-13,10-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1461/936, 2-3=3110/1981, 3-0�4039/2527, 4-6= 4216/2629, 6-7=-4216/2629, 7-8=-3622/2274, 8-10=2274/1471, 10-11=1649/1101, 1-20=1695/1033 BOT CHORD 19-20=322/183, 18-19=783/1291, 16-18=-1743/3110, 15-16=2290/4039, 13-15=2037/3622, 12-13=1417/2274 WEBS 2-19=943/682, 1-19=954/1682, 2-18=1294/2187, 3-18=1051/797, 3-16=661/1133, 4-16=-497/454, 6.15=384/397, 7-15=429/718, 7-13=-777/628,8-13=-971/1630, 8-12=1319/963, 10.12=1584/2662 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27R; B=45ft; L=24ft; eave=68; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about is center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=lb) 11=1067,20=1020. 8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING -Vwd, design Paramwere and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE Mll-7473 rev. 10/034015 BEFORE USE. Design valid for use onywith MTek® connectors. Tbis design is based any uponparametem shown, and is foran individual Wilding component not Mal, �� a Wss system. Berge st use, the bulling designer muvedytW applitabilityof design parameters and pmpedNi y NCamonue s design into me overall buildingdesign. Bracing indicated is to ENNUM buckling of udMdual trues web armor Mont members only. AddeionaltemporaryandpmeseeMbradng MiTek' isalwaysrequiredforstab!Myandtopreventwlapwwithpassiblepersmvliniu wdpmpem]damage. Forgeneralguidanceregardingthe lxbdw6on.storage. delivery. erection and beading of mused and "so systems,see ANSVTP11 quality Made, DSBA9 and BCS1 Bulldfng Component 6904 Parke East BIW. Safetybuem e6on available hem Truss Plere Institute, 218 K Lee Street, suite 31Z Alaxendria, VAM14. Tampa, R 36610 J b ITruss Truss Type Qty Piy Dinola Res. T16390602 J37415 A04 Half Hip 1 1 Jab Reference (optional) u », n.'a e, "-.wean, 5.00 12 Sx8 = 1324U S Uec B ZU16 MI I eK 2x4 II 3x6 = 3xe = 4s6 = See = Ina. I nu Ye0 Zd 1U:ba:j5 ZU19 er..:> 7-41e Scale = IBlo 40 = 20 19 18 '1 16 15 13 12 " 11 3x8 II ass = 3x6 = Axe — Sx6 = 3x8 = Asia = su; = 4x5 = Sa6 It 660 I 1360 I 19-88 26-30 3313 I "MMi 47- O a.nn Plate Offsets (X,Y)= 12:0.5-12,0-2.81, [5:0-3-O,Edge] [9:0-3-0 Edgel LOADING (psf) SPACING- 2-041 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOLL 1.25 TC 0.63 VaULL) 0.54 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.6415-16 >878 180 BCLL 0.0 ' Rep Stress Ina YES We 0.89 Hoa(CT) 0.14 11 n/a We BCDL 10.0 Code FBC2017TrP12014 Matrix -AS Weight: 2921It FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP NO.3 -Except- WEBS 1 Row at mldpt 2-18, 8-13, 10-12 10-11,1-20:2x6 SP No.2 REACTIONS. (lb/Size) 11=1722/00.8-0, 20=1722/0-8-0 Max Holz 20=410(LC 5) Max Uplift 11=1073(LC 5), 20=1019(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 1-2=1801/1135, 2-3=2891/1876, 3-4=3515/2242, 4-6=3556/2261, 6-7=3556/2261, 7-8=3000/1928, 8.10=-1861/1248, 10.11=1653/1104, 1-20>7666/1048 BOT CHORD 19-20=380/221, 18-19=944/1589, 16-18=-1598/2891, 15.16=-1963/3515, 13-15=-169913000,12-13=1198/1861 WEBS 2-19=711/537, 1-19=957/1769, 2-18=992/1704, 3-18=931/703, 316=-476/833, 4-16=-401/386, 6-15=366/377, 7-15= 435/724, 7-13=821/648, 8-13=887/1485, 8-12=1339/970, 10-12=1398/2346 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=6ft; Cal. II; Exit C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Us center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 11=1073,20=1019. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE Na.39380 MBek USA, Ina. FL C6rt 6634 6904 Padre East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING -Verify design parameters and READ NOTES ON TWS AND INCLUDED MITES REFERENCE PAGE MIIJ473 iev. 1010312015 BEFORE USE. ` Design valid for use only wit MReM connectors. This design is based any upon parameters shoim, and is for an Individual Mating tnlnponent, not Mal atmnsystem.Be use,tobuildingdesgnermullvenytheapplicabilityofdesignparametersandproperlyinCalpO eMisdesignhtoto Overall buildingdesign. Bracing indicated is to prevent buhidtg of indmdual suss web andlor rlmN members only. AddNonaltemporaryandpermanndlearing WOW is always required for stabil"al to plevem collapse with possible personal injury and pmperry damage. Forgetrulguidanceregarding Un, fabnolcon,storage, defivery,reaction and brain, ofbnsax, and Was Systems.see ANSIVrelf Duality Cdteda, DSBA9 and SCSI Building Component 6904 Parke East Get. SafetylnlamrNon avegablefmm Tmss Plate Institute,218N.LeeS O.Sude312NexandM.VA22314. Tampa, FL 36510 Truss Truss Type Qty Ply Dinola Res. T16390603 J37415 A05 Hip 1 1 Ijob Job Reference (optional) test Coast l was. I-L 1'leTOO, FL - 34946, 8240 a Dec 6 2018 MRek Industries, Inc. Thu Feb 2810:55:37 2019 Page 1 ID:9g9tTQyyYEpuCPjtiMMXzh7BplwUIoGYtACJsJuldh PazWNFNxdBcbBop93Z4Bzgdfq 0 16: 14 22-f05 3 _4 37-5-2 45-0-0 474}0 e-0.0 I 7{ 14 736 I 7-38 7-36 74i14 5.00 12 Scale =1:81.0 4x8 5x8 = 3x6 = 3x8 = 3x8 = 2x4 II 3x6 = 5x8 _ 2 20 3 4 5 6 21 7 8 9 19 18 u 17 44 to 15 19 l9 13 Le 12 ad 11 10 ax6 II 34 = ax6 = 4x8 = 3x6 = 4x6 3x8 = 3x6 = 44 =3x6 II LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/3PI2014 CSI. TC 0.66 BC 0.85 WB 0.96 Matrix -AS DEFL. VenL) Vert(CT) HoadCT) in (loc) Vde0 L/d 0.4413-15 *99 240 -0.5513-15 >999 180 0.12 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 3061b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Excepr WEBS 1 Row at rl 8-11. 1-18. 2-17. 4-13, 7-13, 8-12 1-19,9-10: 2x6 SP No.2 REACTIONS. (lb/size) 19=172210-8-0, 10=172210-8-0 Max Holz 19=438(LC 7) Max Uplift 19=1018(LC 8). 10=1025(1_C 8) Max Grav 19=1732(LC 13). 10=1772(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2086/1258, 2-3=2890/1848, 3-4=3229/2053, 4-6=2960/1899, 6-7=2960/1899, 7-8=-2152/1393, 8-9=699/479, 1-19=166011061, 9-10=1794/1027 BOT CHORD 18-19=-402/270, 17-18=1OD2/1939, 15-17=1517/2969, 13-15=-1722/3307, 12-13=1274/2162, 11-12=391/572 WEBS 2-18=-527/459, 8-11=1398/1063, 1-18=959/1887, 9-11=993/1673, 2-17=796/1441, 3-17=765/602, 3-15=274/520, 4-15=189/270, 4-13=400/206, 6-13=-386/398, 7-13=675/1150, 7-12=1180/890,8-12=-123212104 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wmd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6Dpsf, h=27ft; B=45ft: L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconwrtent with any other live loads. 6) a 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 = 10.0psr. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001le uplift atjoint(s) except (jt=1b) 19=1018,10=1025. 8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 li USA, Inc. FL Call: 8834 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING-Venfydesl9nparamelers knd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 16111.I473re¢f0 X7015 BEFORE USE • Design wand foruse onywdh MTovV eonnmors. This design Is Dazed only upon parameters shown, and is for an InGiddual bu0L1y component, not a trues system. Before use, the builling designer must weriy Me applicability of deign parameters and pmpedy inoomorate Pis deign into the owrdll �-�•YY buiWingdesgn. among Indicated IS to prevent bucklilg of PdMdual Fees web andlorchool members ony. AIditionaltempomry and Foreigners braung MOW aNnys rervind for stability and to PMwrs collapse wilh posoMe personal Injury end property damage. Forgeneralguganceregarding Pe fabdwtlon. storage, delivery, erection and braWg oftneses and truss systems, see ANSIMP11 Quality Cdfeds, DS"9 and Best Bullding Component 6904 Parke East Blvd. Safelylnforaral evadable bum Truss Plata Inddvte,218 N.Lea Street, Sul. 31Z Alexandra, VA 22314. Tampa, FL Seat J b Truss Truss Type Oty Ply Dinola Res. T76390604 J37415 AOS Hip 1 1 Job Reference (optional) east coast muss, et. vieme, FL-34946, 8.240 s Dec 62018 MiTek Industries, Inn TlIu Feb 2810:55-382019 Pagel ID:9g9tT0yyYEpaCPjtitwMXzh?Bp-9_277cZ WxVRjx2SpFewpWvSyLzYL1 sx2po6cdzgdfp 5-1-12 10.0.0 169-5 2}}2 2&0.14 3&2-11 43.0.0 47A1-0 61-02 4-f0-0 0.0.5 &S13 6-113 6 `v13 I 6-9-5 I 4-0O Scale =1:813 Sx8 = 34 = 3x6 = 3x6 = 2x4 II 3tM = 5x8 = 20 °J �-, 19 Aa 18 11 16 xc la 14 G1 13 Ge 12 11 6x5 = 3x6 = Sot = 44 = 34 = 4x6 = 3x8 = 3x6 = 3x6 = 3x6 II 10.0-0 10.0.5 2}3.2 29814 3B-2-11 43.0-0 47- # 10-B-B a.aa I rrr.1• I aclx acts I aac I e.lt Plate Offsets (X,Y)- ]3:0.5-12,0.2-8] 19:0-5-12 0.2-8] 120:0-2-0 0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) tdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.35 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.4919-20 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.99 Hoa(CT) 0.13 11 Na n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 324 In F7=0 LUMBER - TOP CHORD 2x4 Ste No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 Ste No.3'ExcepY 1-20,10-11: 2x6 SP No.2 REACTIONS. (lb/size) 20=1722/O-8-0, 11=1722/0-8-0 Max Ham 20=161(LC 7) Max Uplift 20=1018(LC 8), 11=1025(LC 8) Max Gran, 20=1809(LC 13), 11=1791(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at Intent 9-12. 2-20, 3-18. 5-14, 8-13, 9-13 FORCES. III) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2225/1358, 3-0=2719/1737, 4-5=2933/1864, 5-7=2702/1743, 7-8=2702/1743, 8-9=2106/1375, 9-10=1102f723, 10-11-1768/1049 BOT CHORD 19-20=901/1643, 18-19=1000/2109, 16-18-1353/2811, 14-16=1479/3025, 13-14=1184@740, 12-13=577/961 WEBS 2-19=223f773, 3.19=317/269, 9-12=1149/807, 2.20=2064/1207, 10.12=880/1621, 3.18=632/1122, 4-18=-678/531, 4-16=190/406, 614=378/181, 7-14=344/355, 8-14=554/982,8.13=-1082/807,9-13=989/1755 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=6.Opsf, h=27ft; B=45X; L=24f1; eave=6ft; Cat. II; Ex a C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about is center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent 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 Wit rd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 20=1018,11=1025. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albeni PE Nc.39380 MiTek USA, Ind. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING- V.1111&sign Parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI47473rev. 1W03a01S BEFORE USE. Deatgn want futuea"Watit MiTek® cone tom. TNS deggn is based anyvponpammaten Shown. and Is Won maigdug budding Component. ad a wet System. Eafine use, the unions designer mug very Ow appGrabMy of design parameters and pmpedy noomorate MIS design Into me UWulal NAdngdesign. Bmang Indicated is to prevent budding of minIoual truss web anNor ante members oaV. mannallemporeryandiPmnmmitbracng MiTek' IS always requ rid for Stability and to pmsent Collapse with possible perecnal NWy and property damage. For geigni,karee regelding the bbdraeon,goMge,delivery,emWonmdbmdngcfeessesaMbusesygems,see ANSU7PIf Cuelre, Crlmda, DSHa9 and BCS1 Building Component 6904 Parke East BM. SafeylnfarmaUon ambleitem Trussplate Ingd0e.218N.LeeBO.Sude3lZAlexandrk,VA22314. Tampa, FL assla J b ITruss Truss Type 0ty Ply Dinola Res. T76390605 J37415 A07 Hip 7 1 Job Reference (optional) cesf'Dann. runs, rl. Hence, rc-;wU4b, e-1-12 12-0L ' 61-12 5-701 Scale=1:81.0 6240 s Use 02015 Mi rek Inc. Thu Feb 2910:55:392019 Pagel 3G = 5x8 = 3G = 20 H 3x6 = Sx8 = 3 20 4 5 6 7 e 19 18 17 " 16 'a " 14 " 'A 12 cn 11 10 3x8 I SMI = 3G = 44 = 3x8 = 44 = 3x6 = 34 = 3 G 11 3G = s-1-1z 1 12-00 I 1s4-t2 I 2ssB 1 33-7-a I Vim7 a7-o-o Plate Offsets (X,Y)— 13:0-5.12,0-2-81 18:0-5-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) BdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.3014-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.4014-16 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.83 Hoa(CT) 0.11 10 Na Na BCDL 10.0 Code FBC2017rFP12014 Matrix -AS Weight: 323 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3'ExcepP 1-19,9-10:2x6 SP No.2 REACTIONS. (lb/s'ae) 19=1722/0- kO. 10=1722/0.8-0 Max Hoa 19=484(LC 7) Max Uplift 19=1018(LC 8). 10=1025(LC 8) Max Grav 19=1732(LC 13). 10=1779(LC 15) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row, at midpt 3-17, 8-11. 9-11. 3-16, 4-16, 5-14, 7-12, 8-12 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2-1854/1139, 2-3=2211/1412, 3-0=2552/1689, 4-5=2548/1700, 5-7=2548/1700, 7-8=2164/1452, 8-9=1385/896, 1-19=1669/1049, 9-10=1733/1059 BOTCHORD 18-19=-446/292, 17-18=920/1791, 16-17=990/2103, 14-16=1251/2657, 12-14=1144/2232, 11-12=681/1238 WEBS 2-18=753/537, 2-17=142/563, 8-11 =91 81663, 1-18=966/1791, 9-11=825/7635, 3-16=-478/941, 4-16=-513/442, 5-14=368/381, 7-14=377/668, 7-12=910f710. 8-12=841/1514 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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=10.Opsf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 19=1018,10=1025. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 NiTek USA, Inc. FL C6rt 6634 69U Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARNING -Vent, design Paramelers anEREAD NOTES ON Ties AND INCLUDED MITEx REFERENCE PAGE MM1473 n¢ 10A)MOIS BEFORE USE. Design valid tar use onywith MTeI;® camedors. This design is based only upon parameters shown, and is farm findh dual Wild, oamponent, net F a now system.Be(are use, the bwklmg designer must vedrythe appEabiay of design paametea and property the,, me MIS design (mom. bwfall bugdrigdesign. Baring LW,cated is to present W&Mg oftndMcual Wss web ardor chahl members ony. Pdddanal tenryorery ant permanent braWg MiTek' is alwaysrepuVad for stabWy and to prevent collapse with possible personal injury and property damage. Fergenealguldancaregandinglhe Ubmwion, st0a 6,d ively, solution and baring MWsse3 and tmas systama, we ANSWPN Quality Ctlfede, DS889 and BCSI Building Component 6904 Parke East BIM. Safefy MARM on eva0abie hmn Tares Fate lnstauta, 216 N. Lee Sired, Suae 312, Alexendda, VA 22314. Tampa,R Seen) Job Truss Truss Type Oly Ply Dinola Res. T16390606 J37415 A08G Half Hip Girder 2 2 ,lob Reference (optional) oast \.oast l russ, ri. rmme, rL-Y1 , 5.240 s Dec 6 2018 MITek IndustneS, Inc. Thu Feb 2610:55:40 2019 Pagel scale=1:68.9 HUS28 HUS26 HUS26 HUS26 3x4 = 64 = Us = HUS26 4x4 =HUS28 2x4 II HUS26 4x6 = 3x4 = 7xe _ 5.00 112 3x10M18SHS H 7s.8 = 5x5 = 3x8 = 5F5 - 4A9 = 7x5 = 7xB - 3x4 = HHUS28.2 5-1-15 I 48-9 14.3-3 I 18.9-14 1 234A I z8-2-11 1 34b-11 Plate Offsets(X,Y)- [1:0-2AD-2-4118:0-1-80-4-41 [11:0-2-1204-8) 112:0-3-00-4-81 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Men L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.25 15-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.3815-16 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WB 0.93 Hoa(CT) 0.09 11 n/a We BCDL 10.0 Code FBC2017/TPI2014 Mabix-MS Weight: 7291b FT=0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 4-7-7 cc puffins, 8-10: 20 SP No.2 except end verticals. Except: BOTCHORD 2x6 SP No.2 1Row at midpt 8-12 WEBS 20 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. 1-19.10-11: 2x8 SP No.2, B-12: 20 SP No.3 WEBS 1 Row at midpt 1-19. 9-11. 2-18. 3-17 REACTIONS. (lb/size) 19=8167/0-4-14.11=8011/0-8-0 Max Harz 19=157(LC 8) Max Uplift 19=1756(LC 9), ll=-2323(LC 8) Max Grew 19=8214(LC 18). 11=8060(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19=8122/1774, 1-2=d3221749, 2-3=7156/1293, 3-4=8746/1667, 4-5=8746/1667, 5.7=9247/1956, 7-8=-8249/1957,8-12=2436/186,8-9=6400/1882 BOT CHORD 17-18=-689/4322, 16-17=-1191/7156, 15-16=1853/9247, 13-15=1833/8243, 12-13=162615881, 11-12=973/3407 WEBS 9-12=1626/5901,9.11=-8507/2431, 1-18=1448/8265,2-18=-7026/1309, 2-17=1109/5776, 3.17=4933/1018, 3.16=762t3242, 4-16=-1885/211, 5A6=1020/615, 5.15=1691/170, 7-15=-80/2045, 7-13=3860/428, 8-13=420/4612 NOTES. 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x6 - 2 rows staggered at 0.7-0 cc, 2x4- 1 now at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except g 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise Indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 pat bottom chard 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 Thomas A. Alban! PE No.39300 will fit between the bottom chord and any other members, with BCDL = I O.Opsf. MIM USA, Inc. FL Cart 0634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6904 Parke East Blvd. Tampa FL 33810 19=1756, 11-2323. Data; 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14, 15, 16. 17, 18. 19. 20, 21, 22, 23, 24. 25, 26, 27, 28. 29, 30, 31, 32 February 28,2019 has/have been modRed. Building designer must review loads to verify that they are conect for the Intended use of this truss. ® WARNING -Venry design paramaren and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MI-7473 ra .1010312015 BEFORE USE. Design rWkl for use only with Mnek® connectors. nts design is based ony upon parameters saown, and is for an bkividual butane component not a truss system. Before use, the building designer must verify lee appRablity or adgn pasamelers and prepeM inceNoram NH design into toe evemn buildmgdeygn. Bmoingindiralediato prewm WrknngofindMdual aussweb mldlmtltoN members ony.Addftiona1mmporeryeeMpermaneldbraWg MITek' Is Starve required for stability and to prevent conapse wEa possible personal lnluryand empeM damage. Forgenerelguldanceregardingtae fa5dconon, storege,deliveryereUion end bredlg MWsses aM wss ¢yste,masee ANS, IDua&y CdaDS89and BSIBuildin9Compnent 6904 PadEast BW.SalylnromeUan Tampa, FL 35810 J b ITruss Truss Type Oy Ply Dinola Res. T16390606 J37415 A08G Hail Hip Girder 2 q L Job Reference o Banal test toast buss, Ft. Pence. FL - 34946. 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 28 10:55:412019 Page 2 ID:9g9tTOyyYEperCPjtilwMXzh7Bp-ZZkGdebOEOploWBOwmTW7MXyLY HYPXDkmlmDyzgdfm NOTES. 13) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc maX, starting at 7-9-7 from the left end to 19-9.7 to conned buss(es) to back face of top chord. 14) Use Simpson Strong -Tie HHUS26-2 (14-1Od Girder, 6-1Od Truss, Single Ply Girder) or equivalent at 28-1-0 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in Contact with lumber. 16) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 537 lb down and 677 lb up at 0-3-10, 229 its down and 254 lb up at 1-9-12. 260 lb down and 2501h up at 3.9-12. 858 lb down and 648 lb up at 5-9-7, 604 lb down and 407lb up at 20-1-15, 858 lb down and 648 lb up at 22-1-15, 260 lb down and 250 lb up at 24-1-10, and 229 lb down and 254 lb up at 26-1-10, and 469 lb down and 705 lb up at 28-2-11 on lop chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (pIQ Vert: 1-8=180, 8-10=54, 11-19=20 Concentrated Loads (Ib) Vert: 1=-491 6=1048(B) 8=405 12=-2829(B) 3=524(B) 20=158 21-180 22=778 23=524(1!1) 24=524(B) 25=524(B) 26=524(8) 27-524(B) 29-778 30-180 31=168 2) Dead +0.75 Roof Live (balanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (plf) Vert: 1-8=170, 8-10=44, 1932=20, 32-33=50, 18-33=20, 18-34-50, 17-34=20, 17-35=50, 35-36=20, 15-36=50, 1537=-20, 13-37=50, 13-38=20, 12-38=50, 12-39=20, 39.40=50, 11-40=20 Concentrated Loads (lb) Vert: 1=409 6=-917(B) 8-340 12=2644(13) 3=459(B) 20-141 21-161 22=-675 23=-459(B) 24=459(B) 25=459(B) 26=459(B) 27= 459(B) 29=675 30-161 31=141 3) Dead + Uninhabitable Attic Without Storage: Lumber Incease=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-8-140, 8-10=14, 11-19=40 Concentrated Loads (lb) Vert: 1=295 6=867(B) 8=276 12=2247(13) 3=433(B) 20=160 21=182 22=626 23=433(B) 24=433(B) 25=-433(B) 26=433(B) 27=-433(B) 29=626 30=182 31-160 4) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Incease=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-25=52, 8-25=85, 8-10=36, 11-19=12 Holz: 8-10=44 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1-571 6=586(B) 8=644 12=1427(B) 3=228(B) 20=95 21=71 22=469 23=228(B) 24=228(B) 25=268(B) 26=293(B) 27=293(B) 29=534 30=136 31=153 5) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Incease=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-28=85, 8-28=52, 8-10=35, 11-19=12 Harz: 8-10=44 Drag: 7-8=1 Concentrated Loads (Ib) Vert: 1=609 6=580(B) 8=493 12=1427(B) 3=293(B) 20=153 21=136 22=534 23=293(B) 24=293(B) 25=293(B) 26=293(B) 27=293(B) 29=469 30=71 31=95 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pIQ Vert: 1-8=142, 8-10=7, 11-19=-20 Hart: 8-10=21 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=677 6=813(B) 8=670 12=1435(B) 3=407(B) 20=254 21=250 22=648 23=407(B) 24=407(B) 25=407(B) 26=407(B) 27=407(B) 29=648 30=250 31=254 7) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=l.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-8-142, 8-10=21, 11-19=20 Hoe: 8-10=7 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=677 6=813(B) 8-705 12=1435(B) 3=407(B) 20=254 21=250 22=648 23=407(B) 24=407(B) 25=407(8) 26=407(B) 27=407(B) 29=648 30=250 31=254 8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pIQ Vert: 1-8=70, 8-10=56, 11-19=12 Ham: 8-10=64 Drag: 7-8=0 Concentrated Loads (lb) Vert 1=592 6=527(B) 8=49612=1427(B) 3=263(B) 20=12721=107 22=505 23=263(B) 24=263(B) 25=263(B) 26=263(3) 27=263(B) 29=505 30=107 31=127 9) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-8=94, 8-10=32, 11-19=-12 Harz: 8-10=41 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=619 6=621(B) 6=563 12=1427(B) 3=311(B) 20=169 21=154 22=552 23=311(B) 24=311(B) 25=31l(B) 26=311(S) 27=311(B) 29�552 30=154 31=169 ® WARNING -Varff d.sign,.tame(ersand READ NOTES ON THIS AND INCLUD£DMITEXREFERENCE PAGE MII-ICI3mv.10X3 015 BEFORE USE. Dftign Ye a rot use onlywM MTell® COlmeelers. This design is based only upon parameens shown. and Is ka an IMIVMual WIIQmg compeMM1l, not �w' a miss system. Before use,UmbuiNing dasignermust wfiy M. eppheabiRy ofdafign peridne rs andpropeM incorporate Nis design end the osereg building design. Bmctng1reiczted is to prevaM bucking of NdMdualmisa weband/or MON members oNy. Addblonaltempamry and permaneNtsming Mirek' Is always required for stability and to prmtnt Catalpas with pos4bie personal Inlmy and property damage. Far general guldande ragarcing Um fabtlwtlon, damge,delivery, erection end bmtlrg olbusses and truss rystams, sea ANSINP/r Quality Crush,, DS"9 and BC51 Building Component 6904 Parke East BAd. Sareyrmormwon avflablefrom TNs9Plate Instdute,218N.Lee Stroe4Suite3iZAleaa ,VA22314. Tampa, FL 36510 J b Truss Truss Type Oty Ply Dinola Res. T16390606 J37415 A08G Hell Hip Girder 2 �f 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8.240 s Dec 62013 MTek Industries. Inc. Thu Feb 28 10:55:41 2019 Page ID:9g9tT0yyYEperCPjtilwMXzh7Bp.ZZkGdebOEGploV4BOw TW7MXyLY HYPXOkmlmDyzgdfm LOAD CASE(S) Standard 10) Dead +0.6 MWFRS Wnd (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIf) Vert: 1-8=142, 8-10=16. 1IA9=-20 Holz: 8-10=2 Drag: 7-8=0 Concentrated Loads (Ic) Vert: 1=677 6=813(B) 8-699 12=1435(B) 3=407(B) 20=254 21=250 22=648 23=407(B) 24=407(B) 25=407(B) 26=407(B) 27=407(B) 29=648 3D=250 31=254 11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pil) Vert: 1-8=142, 8-10=16, 11-19=20 Ham: 8-10=2 Drag: 7-8=0 Concentrated Loads (Ib) Vert: 1=677 6=813(B) 8=699 12=1435(B) 3=407(B) 20=254 21=250 22=648 23=407(B) 24=407(B) 25=407(B) 26=407(B) 27=407(B) 29=648 30=250 31=254 12) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase :1.25 Uniform Loads (pIf) Vert: 16=140, 8-10=14, 19.32=20, 32-33=60, 18-33=20, 18-34=60, 17-34=20, 17-35=60, 35-36=20, 15-36=60, 1537=20, 13-37=60, 13-38=20, 12.38=-60, 12-39=20, 39-40=60, 1140=20 Concentrated Loads QIJ) Vert: 1=163 6=.525(B) 8=144 12=1831(13) 3=-262(B) 20=92 21-104 22=-368 23=-262(B) 24=-262(B) 25=262(B) 26=-262(B) 27=262(B) 29=368 30=104 31=92 13) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=171, 8-10=28, 1932=20, 32-33=50, 1833=20, 1834=50, 17-34=20, 17-35=50, 3536=20, 1536=50, 1537=20, 13-37=50, 13-38=20, 12-38=50, 12-39=20, 3940=50, 11-40=20 Horz: 8-10=16 Concentrated Loads (lb) Vert: 1=382 6=537(B) 8=432 12=443(8) 3=268(8) 20=179 21=175 22=434 23=268(B) 24=268(B) 25=268(B) 26=268(B) 27=268(B) 29=434 30=175 31=179 14) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIf)- Vert: 1-8=171, 8-10�49, 19-32=20, 32-33=50, 1833=20, 1834=50, 17-34=20, 17-35=50, 3536=20, 15.36=50, 1537-20, 13-37=50, 13.38=20, 12-38=50, 1239=20, 3940=-50, 1140=20 Ham: 8-10=5 Concentrated Loads (lb) Vert: 1=382 6=537(8) 8-058 12=443(B) 3=268(B) 20=179 21=175 22=434 23=268(B) 24=268(B) 25=268(B) 26=268(B) 27=268(B) 29=434 30=175. 31=179 15) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MVJFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-8=171, 8-10=45, 19-32=-20, 32-33=50, 18-33=20, 18-34=50, 17-34=20, 17-35=50, 35-36=20, 1536=50, 1537=20, 13-37=50, 13-38=20, 12-38=50, 12-39=20, 3940=-50, 1140=20 Ham: 8-10=1 Concentrated Loads (Ib) Vert: 1=382 6=537(B) 8=453 12-443(B) 3=268(B) 20=179 21=175 22=434 23=268(B) 24=268(B) 25=268(B) 26=268(B) 27=268(B) 29=434 30=175 31=179 16) Dead +0.75 Roof Live (cal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8-171. 8-10=45, 19-32=20, 32-33=50, 18-33=20, 18-34=50, 17-34-20, 17-35=50,.35-36=20, 15.36=50, 15-37=-20, 1337=-50, 1338=20, 1238=50, 12-39=20, 3940=50, 1140=20 Harz: 8-10=1 Concentrated Loads (Ib) Vert: 1=382 6=537(B) 8=453 12-043(B) 3=268(B) 20=179 21=175 22=434 23=268(B) 24=268(B) 25=268(B) 26=268(B) 27=268(B) 29=434 30=175 31=179 17) 1st Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-8=180, 8-10=14, 11-19=20 Concentrated Loads (lb) Vert: 1=491 6=1048(13) 8=454 12=2829(12) 3=524(B) 20=158 21 =1 80 22=-778 23=524(B) 24=524(13) 25=524(13) 26=524(B) 27=524(B) 29-778 30=180 31=158 18) 2nd Dead +Roof Live (unbalanced): Lumber Increase :1.25, Plate Increase=1.25 Uniform Loads (ptp Vert: 1-8=140, 8-10=54, 11-19=-20 Concentrated Loads (Ib) Vert: 1=537 6=1208(13) 8=469 12=-2829(B) 3=604(B) 20=229 21=-260 22=-858 23=604(B) 24=604(13) 25=604(B) 26=-604(B) 27=604(13) 29=858 30=260 31=229 19) 3rd Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIf) Vert: 16=170, 8-10=14, 19-32=20, 32-33=50, 18-33=20, 1834=50, 17-34=20, 17-35=50, 3536=20, 15-36=50, 1537=20, 13-37=50, 1338=-20, 12-38=50, 12-39=20, 3940=-50, 1140-20 Concentrated Loads (Its) Vert: 1=409 6=917(13) 8=376 12=2644(B) 3=459(B) 20=141 21-161 22=675 23=459(B) 24=459(B) 25=459(B) 26=-459(B) 27=-459(13) 29=67530=161 31-141 20) 4th Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8-140, 8-10=-44, 19-32=20, 3233=50. 18-33=20, 18-34=50, 17-34=20, 17-35=50, 3536=-20, 1536=50, 1537=20, 13-37=50, 1338=20, 12-38=50, 12-39-20, 3940=-50, 1140=20 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MRER REFERENCE PAGE MII-7473 rev. rO=015 BEFORE USE. Design valid far use OntywM hbieM ammectors. MIS dedgn is based only uponpaameters shown, and Is for an mdry uel budding oompornnt not a Was system. Before use, Me budddng designer must sedhthe applicability of design parameters end properly Ncoryoate MIS design We Me Overall ■■■ bulddingdesign. Basing lnNczted is to present budding of 4MMdual Was web anNor WoN members only. Adddeneltempoaryandpermanentbacing MiTek' farstiweq, andlo poandtrpeaoeanes.seend papeMdamage. erarsda, MeregandSNa latelicarbahvabor.doad andledinapmwM ualfty W.218 tlWsUmd,&ftsea ANSVAMf OaelMCdteda, DSB419 and SCSI Building Component rFL EastBNd. Sdatygagstc and MbleremTmndbraUngof SNeylnfOrmellon avaJable horn Truss Plate InsWNe, 218 N. lee Street Sude J1Z Alexandria, VA 223t4. T6904 ampa. Tampa, FL 36610 Job Truss Truss Type Dty Ply Dinola Res. T16390606 J37415 AOBG �Haff HIS Girder 2 q L Job Reference (optional) Inks, Ft. Pierce, FL - 34946. 8.240 s Dec 6 2018 MWek Industries, Inc. Thu Feb 2810:55:41 2019 Page 4 ID:9g9tTGyyYEperCPitilwMXzh4Bp-ZZkGdebOE0ploWBOw TW/MXyLY HYPXOkmlmDyzgdfm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1- 444 6=-1037(B) 8=38712=2644(8) 3=519(B) 20=194 21=221 22=73523=51SIB) 24=519(B) 25=519(B) 26=519(B) 27=519(B) 29=-73530=221 31=-194 21) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-25=52, 8-25-85, 8-10=36, 11-19=12 Holz: 8-10-04 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1-303 6=790(1!1) 8=311 12=2074(B) 3=-395(1!1) 20=154 21-175 22=571 23=395(B) 24=395(8) 25=395(B) 26=395(1!1) 27=395(13) 29=571 30=175 31-164 22) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plry Vert: 1-28=85, 8-28=52, 8-10=35. 11-19=12 Holz: 8-10-04 Drag: 7-8=1 Concentrated Loads (W) Vert: 1=-303 6=790(B) 8=311 12=2074(121) 3=-395(B) 20=154 21=175 22=571 23=395(B) 24=395(B) 25=395(B) 26=395(8) 27=395(B) 29=571 30=-175 31=154 23) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=142, 8-10=7, 11-19=20 Horz: 8-10=21 Drag: 7-8--0 Concentrated Loads (lb) Vert: 1=-268 6=589(B) 8=23012=2066(B) 3=295(1!1) 20=100 21-114 22=-513 23=295(11) 24=295(B) 25=295(B) 26=295(B) 27=295(B) 29=513 30=114 31=-100 24) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pit) Vert: 1-8=142, 8-10-21, 11-19=20 Hole: 8-10=7 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=268 6=589(B) 8=230 12=2066(B) 3=295(B) 20=100 21-114 22-513 23=295(B) 24=295(B) 25=295(B) 26=-295(B) 27=295(B) 29=513 30=-114 31=100 25) Reversal: Dead +0.6 MWFRS Wnd (Pos. Intemal) 1st Parallel: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pm Vert: 1-8=70, 8-10=56, 11-19=12 Horz: 8-10=64 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=-303 6=-790(B) 8=311 12=2074(B) 3=395(8) 20=154 21-175 22-571 23=395(1!1) 24=-395(B) 25=395(B) 26=395(121) 27=395(8) 29=571 30-175 31=154 26) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=94, 8-10=32, 11-19=12 Horz: 8-10-01 Drag: 7-8=0 Concentrated Loads (Ib) Vert: 1=-303 6=781(B) 8=311 12=2074(B) 3=391(B) 20=154 21-175 22=-571 23=391(B) 24=-391(B) 25=391(B) 26=391(B) 27=391(B) 29-571 30=17531=-154 27) Reversal: Dead +0.6 MWFRS Wmtl (Neg. Internal) 1st Parallel: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8-142, 8-10=16, 11-19=20 Horz: 8-10=2 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=-268 6=589(8) 8-230 12=2066(B) 3=295(8) 20=100 21=114 22=513 23=295(B) 24=295(B) 25=295(B) 26=-295(B) 27=295(B) 29=513 30=114 31-100 28) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15=142, 8-10=16, 11-19=20 Horz: 8-10=2 Drag: 7-8=0 Concentrated Loads (lb) Vert: 1=268 6=589(B) 8=230 12=2066(B) 3=-295(B) 20=100 21=114 22-513 23=295(B) 24=295(B) 25=295(B) 26=295(B) 27=295(8) 29=513 30=114 31-100 29) Reversal: Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1,60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-8=171, 8-10=28, 19-32=20, 3233=50, 1833=20, 18-34=50, 17-34=20, 17-35=50, 35-36=20, 15-36=50, 1537=-20, 13-37=50, 13-38=20, 1238=50, 12-39=20, 39-40=-50, 11-40=20 Harz: 8-10=16 ®WARNING- VerW1d..U9n Param Nt ,tnd READNOIES ON THIS AND INCLUDED MREa REFERENCE PAGE M114473n, I"MO15 BEFORE USE. ��e® Design IalM for use only w4b MlreMconnedors.This deign is based any upon parmdars ¢horn, and Is foran Ndi idual I ulidng component, not a WSSSydem Before use, Me building designer mug vent' Bre applicability of design parameters and properlymamwe Nis deep Into one dverdi buiMingdeslgn. Bming bMicatedis to prevenlbuUMg of intliNdual Wsa web andlordroN members only. Addgbnal temporryaM permanerd Gating Welk' Is eGaye required for stability and to prevent milapsewbn possible perowl lrgtgmd property damage. Far genera guldanca ngardim Ne fabdralion,dorge,deUvq,emdbnmdbMdngNWsmamdWessWems,re ANSUTFII Dunldy Grand., DSB49 end BCS/ Building Component 6904 Puke East BIW. Satatylnrnneiss avallable tram Tanis Plate lng4ule,218 N.Lee Strad, SuM,312, Alexandria, VA 22314. Tnmpa,FL 361510 J b Tmss Truss Type Gty Ply Dhola Res. T16390606 J37415 A08G Hall Hip Ginter 2 e9 G Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8.240 a Dec 62018 MITek lndusMes, Inc Thu Feb 23 1U153412019 Page ID:9g9tTQyyYEperCPjtilwMXzh7Bp-73kGdebOEOploWBOw TW7MXyLY HYPXOkmlm Dyzgdfm LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1=393 6=-838(B) 8=309 12=2486(13) 3=419(13) 20=122 21-139 22=664 23=419(8) 24=419(8) 25=-419(13) 26=419(B) 27=419(6) 29=664 30-139 31=122 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. All Storage +0.75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-8=171, 8-10=49, 19-32=-20, 3233-50. 18-33-20. 18-34=-50, 17-34=-20, 17-35=50, 3536=20, 15-36=50, 15-37=20, 13-37=50, 13.38=20, 12-38=50, 1239=20, 39-40=-50, 11-40=20 Horz: 8-10=5 Concentrated Loads (lb) Vert: 1=393 6=838(B) 8=309 12=2486(B) 3=419(B) 20=122 21=139 22=664 23=419(8) 24=-419(B) 25=419(B) 26=419(B) 27=-419(B) 29=664 30-139 31=122 31) Reversal: Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 13=171, 8-10�45, 19-32=20, 32-33=50, 1833=20, 1834=50, 17-34=20, 17-35=50, 3536=-20, 15-36=50, 15-37-20, 1337=50, 13.38=20, 1238=50, 1239=20, 3940=50,1140=20 Harz: 8-10=1 Concentrated Loads Qb) Vert 1=393 6=338(B) 8=-309 12=2486(8) 3=-419(B) 20=122 21=139 22=664 23=-419(13) 24=-419(B) 25=419(B) 26=419(B) 27=-419(B) 29=664 30-139 31=122 32) Reversal: Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Intl 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 13=171. 8-10�45, 19-32=20, 32-33=50, 18-33=20, 18-34=-50, 1734=20, 17-35=50, 3536=-20, 1536=50, 15-37=20, 13-37=50, 13-38-20. 12-38=50, 12-39=20, 39-40=-50, 1140-20 Horz: 8-10=1 Concentrated Loads (lb) Vert: 1=393 6=838(B) 8=309 12=2486(B) 3=-419(B) 20=122 21=139 22=664 23"19(B) 24=419(B) 25=419(B) 26=419(B) 27=419(B) 29=664 30=-139 31=122 ® WARNING -Venly design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGEMII-)4TJ-10MV2015 BEFORE USE. DeSign valkl Grose only W M MTeMoonnedoM. This design is Cash only uponpaametels shown, and Is for an OdIviIlual Wilding mmponent net � a Mass System Before use, Me bNWing designer must veilfy the appiitat ft of design pamnvMers and pmpedy WorpOnS, MIS design WO Me OvemO ��-��al• bulidingdestgn. Bracing indicated is to prevent buWing of Individual Miss web adior chord members only. AdddionaltemPOreyandpermanenthraWg MiTek' Isakvaysmgu'wdforstabildyandtoprewscoriapsewflhpossidaperwiulinjw mdpmpeMdamage. ForgenemlguWameregarding Me latelcalldn, Storage. deive ,eracEn and braung of W35Ba and Wse S/5enn, See ANSUTP110uallty CYgena, DSS89 And SCSI Building COGOOnenr E904 Parke East BIM. Seloryfnrormegon awgable tram Tmss Plate [.=We.2la N. Lee Street, auha 312, Alexandria. VA2 314, Tampa. FL W10 jab Truss Truss Type 0ty Ply Oinola Res, T76390607 J37415 09 Piggyback Base 1 1 Job Reference (optional)_ test coast Truss, Ft. Pierce, FL - 34946, 4xf 8.240 s Dec 6 2018 MITeK Industries. Inc. 1 hu Feb 2B I bb:42 2U19 Sx8 = Sx5 = Scale=182.4 20 19 18 La 17 1. La 15 19 13 Aa 12 40 11 10 axe I Sx8 = Sx8 = 3xe = 44 Side = Axe Sx8 = Side = 34 = Sx8 II LOADING (psf) SPACING. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20177TPI2014 CSI. TC 0.53 BC 0.69 WB 0.97 Mahix-AS DEFL, in (lac) VdeO L/d Vert(LL) 0.29 15 499 240 Vert(CT) -0.3615-17 >999 180 Horz(CT) 0.11 10 n/a life PLATES GRIP MT20 2441190 Weight: 3541b FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 2-0-0 od punins (34.3 max.): 3.5, 6.7. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied. 1-20,9-10: 2x6 SP No.2 WEBS 1 Row at midpt 3.18. 4-17, 5-15, 5.13, 6-13, &12, 8-11 REACTIONS. (lb/size) 20=1722/0.8-0, 10=1722/0.8-0 Max Hare 20=547(LC 7) Max Uplift 20=-1018(LC 8). 10=-1025(LC 8) Max Grav 20=1729(LC 13), 10=1788(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1834/1128, 2-3=2203/1411, 34=2481/1645, 4-5=2623/1713, 5.6=-2114/1434, 6-7=1505/1167, 7-8=1673/1194, 8-9=1315f876,1-20=1670/1047, 9-10=1735/1059 BOT CHORD 19-20=511/352, 18-19=.865/1823, 17-18=927/2139, 15-17=1207/2627, 13-15=1277/2739, 12-13=B35/2038, 11-12=-538f1219 WEBS 2-19=768/549, 2-18=134/557, 3-17=471/921, 4-17=5271449. 4-15=-115/280, 5-13=1298/833,6-13=618/1290, 6-12=-925/462,7-12=139/387,8-12=-250/734, 8-11=979/644, 1-19=968/1807, 9-11=809/1623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf h=27ft; B=45ft; L=241t; eave=6N; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed fora IED psf bottom chord live load noncenmment 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 = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 20=1018, 10=1025. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical pur in representation does not depict the sae or the orientation of the pudin along the top and/or bottom chord. Thomas A. ARNIM PE No.39380 Milk USA, Inc. FL Cort$034 B904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Verify tlesign Pafamelers and READ NOTES ON THIS All INOLUDED MlrEK REFERENCE PAGE OP7473— IM32015 BEFORE USE. Design valid for use onywdh MITeMeneorecters.Tttis de9gn Is Eased only upon parameters Shown, and Is for an IMWual buumly component, no a Wsssyelem Befareuse,NebuiMgdeslgnermustvady Neepp4wbllityofdesignpae tens ndpmpeMbcmporslelNsdeslgnMto Neowmg bulldlegdeflgn. Bonding iMiceledistoprevent buckling0Mcw1duattons web amlorNordmembers ony. Adddlonaltemp roWaMpm,naneMbreGng MiTek' Is always required for stabilly and to pmwN cousins wdh possible personal Injury and prepeM damage. For gene al guMance rsgaMng the fabdcauon,Storage, Salvary.eredion and loading Mousses and truss Systems, See ANSVIPII Dually Cdfoder, OSea9 andBCSl Building Component 6904 Parks East BIM. Ssfoyfnformallon ewuabbham Tmne Plme Insl4me,218N.Lea BI Suite J12.Nexandde,VA22314. Tampa, FL 36610 J b ITruss Truss Type Qty Ply Dinola Res. T76390608 J37415 A10 Piggyback Base 1 1 Job Reference (optional) east caasl lmss, rr. YlerCe, kL-:faYaq ez4u s use o U,o mu ea inuusmeq mc. rayu I ID:gg9tTQyyYEperCPjtilwMXzh7Bp-VycO2Kcem 1301 pLn2BV_DndH WMgU01RgB4W LHmgdfk 51-12 5-1-141-10.4-0 2624-")-0 29-576-0-0 2 I _45-1-00-0�-0122 7-5-0 12 Scale=182.8 5x5 = Sx8 = 19 G3 18 zb 17 2a le t5 4ll 14 13 L1 12 4° 11 10 6x5 = 3,6 = 306 = 4x8 = 4,5 = 3x8 = 34 = 3x8 = 34 II 3x5 = 10-0-0 I 1648 2211 I 295-0 I 357-0 41-1-12 I 47_ -0A t u12 ifM Plate Offsets (X Y)— f3:0.S12 0-2-8) 17:0.5-12 0-2-8j 119:0-2-4 0-3-0) LOADING (psf) SPACING. 2-0-0 Cat. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.68 Vert(LL) 0.31 15 >999 240 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.86 Vert(CT)-0.4918-19 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.97 Horz(CT) 0.13 10 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 341 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3*Except* BOTCHORD 1-19.9-10: 2x6 SP No.2 WEBS REACTIONS. (Ib/size) 19=172210-8-0, 10=172210-8-0 Max Ho¢ 19=547(LC 7) Max Uplift 19=1018(LC 8), 10=1025(LC 8) Max Grav 19=1794(LC 13), 10=1790(LC 15) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2202/1358, 3-4=2622/1700, 4.5=2914/1852, 5-6=2119/1415, 6-7=1909/1398, 7-Sm-1675/1194,8-9=1310/876,9-10=1738/1059 BOT CHORD 18-19=-843/1695, 17-18=920/2151, 1517=-1315/2779, 13-15=1473/3D46, 12-13=-675/1603, 11-12=536/1222 WEBS 2-18=204/747, 3-18=273/255, 3-17=621/1051, 4-17=678/530, 4-15=243/468, 5-15=-197/280,5-13=-1455/917, 6-13=142/514, 7.13=-474/902, 7-12=420/263, 8-12=-246/732,8-11=982/646,2-19=2071/1209,9-11=811/1628 Structural wood sheathing directly applied, except end verticals, and 2-" oc pudins (3-2-11 max.): 3-5, 6-7. Rigid ceiling directly applied. 1 Row at midpt 3.17, 5-13, 7-13, 7-12, 8-11, 2-19 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD1_=6.0psf; h=27ft; 8=45ft; L=2411; eave=6ft; Cal. II; Exp C; Encl.. GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree notation about its Center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=11s) 19=1018,10=1025. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. Thomas A. Albani PE NO39380 MiTek USA, Ina FL C9rt 6834 6904 Padre East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING -Verify design parameters anJREAD NOTES ON THISAND INCLUDED M?EK REFERENCE PAGEMI41413mv, 10N33ef5 BEFORE USE. Design valid house onywdh MTek®comeclors. This design is based only upon parsonages order, and Is for an Individual buildup componem no abuts system. Before use, Ire building designer mustvedy the applicabilyorde ign parameters and property Incorporate this design had the owrall i bulWingdesign. BmcMgindlWa istopreve Wb ngoflndMdual Wsswebw&orMoNmembmany. Adduhl1tempo2ryandpermanerdbraung MiTek' is always required for Stability and to prewM mllaom wim postage personal injuyand property damage. Forgeneral guid.WO regarding the hbfieabon,storage. deesmy, erection and bmdng oftmsses and Mass systems, see ANSVFPII quality QAeds, M"S and BCS1 Building Component 6904 Parke East Blvd. Safatyfn/armadon awilable hem Tmss Rate lnMMe, 218 N. Lea sireel, Sub.312, NexandM, VA=314. Tampa, R 3e610 J b Truss Truss Type Cry Ply Dinola Res. T16390609 J37415 All Piggyback Base 1 1 Jab Reference (optional) . ai, rr. tierce, rL-,I9voo, 5x8 = 5x5 = Scale=182.4 19 18 11 17 1a `15 L9 LJ t9 11 10 12 L1 11 10 ass II Boa = 3x8 = Ass = 3x6 = 34 = 3x8 = 3x8 = 3.5 I 44 = 8-0-0 14-0-0 20-0-0 29-5-0 357-0 41-1-12 R-rLr1 rt.rLn FJLrI k>_s.n I a2-0 5.6.1D Seed Plate Offsets (X Y)— I2:0-5-12 0-2-8j [4:05-4 0-2-8j [6:D5-12 0-2-BI LOADING (pst) SPACING- 2-M CSI. - DEFL. in (too) Vdell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.42 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.7614-15 >734 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.97 Horz(CT) 0.11 10 n/a n1a BCDL 10.0 Code FBC2017]rPf2014 Matrix -AS Weight: 340 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 "Except' 2-0-0 oc pudins (3-25 max.): 2-4.6-7. 13-16: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Excepl' WEBS 1 Row at midpt 2-17. 4-17. 5-15. 5-14, 6-14, 6-12, B-11. 1-19,9-10: 2x6 SP No.2 1-18 REACTIONS. (lb/size) 19=1722/0-8-0, 10=172210-8-0 Max Horz 19=547(LC 7) Max Uplift 19=1018(LC 8). 10=-1025(LC 8) Max Grav 19=1734(LC 15), 10=1793(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2082/1255, 2-3=2715/1747, 34=2715/1747, 4-5=3575/2245, 5-6=2137/1439, 6-7=1507/1168, 7-8=1675/1195, 8-9=1307/876, 1-19=1659/1062, 9-10=1743/1059 BOT CHORD 18-19=509/381, 17-18=910/2016, 15-17=1656/3390, 14-15=1228/2631, 12-14=821/2063, 11-12=533/1224 WEBS 2-18=-531/451, 2-17=748/1308, 3-17=339/353, 4-17=794/353, 4-15=1067/880, 5-15=894/1563, 5-14=-1190/856, 6-14=639/1375, 6-12=974/447, 7-12=135/385, 8-12=2497731, 8-11=973/647, 1-18=951/1902, 9.11=-808/1631 NOTES. 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 pad bottom chord live load nonconalment with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except @=1b) 19=1018,10=1025. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puffin representation does not depict the sae or the orientation of the puffin along the top and/or bottom chord. Thamzs A.Alban! PE No.39380 MTek USA, Inc. FL Cart 6834 6804 Parke Fast Blvd. Tampa FL 33610 Date: February 28,2019 ® WARNING -VmRy desle Parameters and READ NOTES ON MIS AND INCLUDED MIrEK REFERENCE PAGE M114473 re¢ 100L015 BEFORE USE. swww Desgn valid for use only with Miele® connectors. Title design is based only upon parameters shown, and is for an IMiuidual besides component, no �■- p`� y ti a truss system. Before use, the building designer must vedro appOwbildy of design parameters and properly Im incer,mo a this design o the overall buildingdeeign. Boating indicated is to prevent bushing d mdmdual Doss web ardor chord members any. PDONonaltempareryandpermanembawmi, MiTek' ISa,WaV required for Stability and to posters whapee writ possial personal injury and property damage. Forgenemiguldarlceregardogth, fabriratmn,storage, delivery, emotion and bmdng afbusses and Was systems, we A)AIM11 QU.W Comds, DSB49 and BCS1 Building Compares 6904 Padre East Blvd. Sereryleformaden awa blehem Truss Plate InMlWe,21a N.Lae Street.SUhe3l2Alexandre,VA=14. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dinola Res. T16390610 J37415 112 Piggyback Base 1 1 Job Reference (optional) east coast l russ, Ft. FIerM, FL-34945, 814U s Deg B 2UIB MI I ek 5x5 = 5x8 = Inc. nUreDZB1V:b*4a2U1u Scale = 182.4 20 19 18 17 1O 15 j9 13 `s 12 `a 11 I 10 3x6 II ass = 34 = 34 = 4x6 34 = 4x6 = 3.8 = ass = 34 = aid II 6-0-0 12-0-0 I 18.0-0 I 23-&e 295-0 35-7-0 41-i-12 47-0-0 6-0-0 nAlA1 Fnfl 4RA SAA G.'J11 5812 510-0 Plate Offsets (X Y)— f2:0-5-12 0-2-81 f7:0b12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udeft Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.41 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.4815-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.97 Ho2(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 3411b FT=O% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Excepr BOT CHORD 1-20,9-10: 2x6 SP No.2 WEBS REACTIONS. (lb/size) 20=17221"-O, 10=172210-8-0 Max Hors 20=547(LC 7) Max Uplift 20=1018(LC 8), 10=1025(LC 8) Max Grav 20=1722(LC 1), 10=1731(LC 15) FORCES. (Ib)-Max. Comp.IMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=1796/1133, 2-3=2736/1785, 3-4=3376/2156, 4-5=2799/1811, 56=2023/1436, 6-7=1816/1392, 7-8=1614/1194, 8-9=1252/876, 1-20=1663/1049, 9-10=1678/1059 BOT CHORD 19-20=515/355, 18-19=863/1683, 17-18=-1508/2763, 15-17=-1890/3404, 13-15=13172616, 12-13=669/1541, ii-12=532/1180 WEBS 2-19=717/528, 2-18=940/1580, 3-18=963/710, 3-17=514/904, 4-17=-520/429, 4-15=1199/8D4, 5-15=-494/966, 5-13=12261864, 6­13=228/487, 7-13=462/841, 7-12=-416265, 8-12=244/699, 8-11=959/644, 1-19=950/1756, 9-11=810/1568 Structural wood sheathing directly applied, except end verticals, and 2-0-0 OC putting (2-8-13 max.): 2-4, 6-7. Rigid ceiling directly applied. 1 Row at midpt 2-18. 4-15, 5.13, 7-13, 7-12, 8-11 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=2411; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chard and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 20=1018,10=1025. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: February 28,2019 WARNING -Vidly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 16IF1473 rev. 10/03/2015 BEFORE USE. Design valid for use only wim MmekAA Corine tam. This desgn is based ony Open parameters Nowt, and Is for an Individual building component, not a Wss ryslem Betora use, me building designer mustwny Dre appGabiRyof design parameters and papery incorporate this design Into the overall buiMbgdesigri. Bracing Militated is to proven Welding of Individual ease web extra Nord members only. AldAlonaltempnraryandpermanembracing is always required for stability and to prevent mAapsewbh possible personal in)u land pi pedy damage. Forgers al guidance eegaairg Ne MiTek' faritation,storage, delivery, cresting and baring ofWsses and Vass systems. see ANS117/10ua1(fy Criteria, DS1d9 and BCS1 Building Component 6904 Parke Fast BIM. Safenthdo minion av flable fiord Truss Plate InsidOe, 219 N. Lee Rmet.6ude 312 Alexandra, VA22314. Tampa, FL SNAG Scale=182.4 J b ITruss Truss Type Oty Ply Dinola Res. T7639W11 J37415 A13 Piggyback Base t 1 Job Reference (optional) uwi, n. tierce, rL-J9H90, o.z9us uec .Lino I.eii mausmes, IDc. I nu ream l NO... L..B r agoI ID:9g91TOyyYEperCPjtikvMXzh?Bp-wY,XggL1X3yRbuH3MjJ3hgPFoaZhwDfC7t2kXuAzgdfh 4-0-0 10-0-0 i6-0-0 I 22A-B 295-0 3&7-0 41-1-12 I 47-0-0 i 4-0-0 6-0-0 6-0-0 BA$ 6AA 8-2-0 54'r12 5-10-0 SAS = 5x8 = 5.0 20 19 18 17 15 15 33 14 13 29 12 2b 11 10 3x8 II 34 = 3x6 = 3x6 = 6x8 M = 34 = 4x8 = 3x8 = SAG = 3x6 = 34 II I 41040 16-0-0 22-68 29.51-1-12 -0 I 3&7-0 I 4I 4-0-0 a.rin-0-0 RJlll G-M 7clot Plate Offsets(X,Y)- f2:0-5-120-2-8117:0-5-120-2-81 LOADING (par) SPACING. 2-0-0 CSI. DEFL. in (too) gde8 L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.63 Vert(LL) 0.47 15-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.5615-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.97 HOrz(CT) 0.14 10 n1a nda BCDL 10.0 Code FBC2017rrP12014 Matnx-AS Weight: 3351b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 2-0-0 oc punins (2-6-7 max.): 2-4. 6-7. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied. 1-20,9-10: 2x6 SP No.2 WEBS 1 Row at midpt 2-18, 4-15, 5.13, 7-13. 7-12. 8-11 OTHERS 2x4 SP No.3 - REACTIONS. (Ib/size) 20=1722/0-8-0, 10=1722/0-8-0 Max Harz 20=547(LC 7) Max Uplift 20=1018(LC 8), 10=1025(LC 8) Max Grav 20=1722(LC 1). 10=1730(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1452/933, 2-3=2825/1810, 3-0=3762/2355, 45=2969/1880, 5-6=2039/1429, 6-7=1818/1394, 7-8=1614/1194, 8.9=1245/876, 1-20=1687/1035, 9-10=1677/1059 BOT CHORD 19-20=519/337, 18-19=-773/1409, 17-18=-158612860, 15-17=2147/3790, 13-15=-1422/2774, 12-13=666/1540, 11-12=-530/1179 WEBS 2-19=-947/643,2-18=1177/1979, 3-18=-1116/804,3-17=704/1210,4-17=649/525, 4-15=1347/891, 5-15=-434/949, 5-13=1300/915, 613=200/472, 7-13=465/847, 7-12=417/262, 8-12=-242/698, 8-11=959/645, 1-19=-916/1657, 9-11=810/1567 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=eft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 last 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 = I O.Ops1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (it -lb) 20=1018,10=1025. 8) This truss design requires that a minimum of 711V'structural wood sheathing be applied directly to the top chord and ill" gypsum sheetrock be applied directly to the bottom chard. 9) Graphical pudin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. Thomas A Aibani PE No.39380 MITok USA, Inc. FL Cart 6934 9904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Verily Jesignpanmelers antl READ NOTES ON MIS ANDINCLODEDMITEX REFERENCEPAGE 10IId473 rev. 1"312015 BEFORE USE. Design valid for use onlywah MRek® wnnedom. Tints deagn is based only upon parameters Stavin, and Is Wan indiNdual building component, not ��• ataiss system. Before use, me lauding designermust wriytte app icabifdyof desgn pamnretem and pmpeM Warrants Nis design Into me overa l buidingdesyn. Bmcmg[Wi edistopmwnt Wcktingal MdMdua]Wsswebm ortloNmemberswn,. AddNonalteirwasyaldpemanenlbracing MiTek' 12WM required rstablldymdtopmaMm UapsewMpossiblepersomliNmdpmpeMdamage. FargenemiguidanwregaTlilgme fami.d.n, Sdrags,de9very. emdion and bracing an..3 antl Was systems.see ANSITPH Duality Ldteda, DSB+99 and Goal Building Component 6904 Parke East Blid. Seleylnformafion avadlle Wm Truss %ate Indade, 218 N. Lee SIreeL SuOe 312. Alexantlna, VA2YJ14. Tampa, R 0a610 Job Truss Truss Type Oty Ply Dinola Res. T16390612 J37415 A14 Pi Piggyback Base 7 t Job Reference (optional) test UOast l ruse, Ft. PaG09, FL-34945, 4x8 B.24U S UCC a 2Uib MI I aK 5x5 = 5x6 = mc. Intl Yea 2b 1u *D 4r 2uiu rage 1 Scale=182.4 2D 19 16 17 ro 15 `o rr 13 `r 12 " 11 10 3x8 II Sx6 = 3x9 = 3x8M185H5 = 4x6 = Us = 3x8 = 34 = 3x8 II 3x8 = 3x6 = 2-0-0 84)O 14-0-0 I 21-843 I 295-0 I 35-7-0 41-i-12 I 47-0 � r 2-0-0 W F-0.n ]Aa ]4L9 6.0-0 5Ai12 5-10-0 Plate Offsets (X Y)— t2:0.7-12 0-2-81 (7:0-5-12 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOLL 1.25 TC 0.81 Ven(LL) 0.55 15-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -0.6815-17 >822 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.97 Hoa(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matnx-AS Weight: 327 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 *Except' 2-0-0 oc puffins (2-3-4 max.): 2-4, 6-7. 14-16: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except" WEBS 1 Row at midpt 2-18, 4-15, 5-13, 7-13, 7-12, 8-11 1-20,9-10: 2x6 SP No.2 REACTIONS. (lb/sae) 20=172210-8-0, 10=172210-8-0 Max Horz 20=547(LC 7) Max Uplift 20=1018(LC 8). 10=1025(LC 8) Max Grav 20=1722(LC 1), 10=1733(LC 15) FORCES. (Ib)-Max. Comp./Mai. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 1-2=903/607, 2-3=2875/1810, 34=4237/2605, 4-5=3151/1955, 5-6=-2056/1421, G7=1821/1396, 7-8=1614/1194, 8-9=1240/876, 1-20=1714/1012, 9-10=1680/1059 BOT CHORD 19-20=517/332, 18-19=614/958, 17-18=-1640/2928, 15-17=2458/4277, 13-15=1532/2951, 12-13=663/1542, iL12=-528/1181 WEBS 2-19=1261/846, 2-18=1491/250Z, 3-18=-1265/889, 3-17=959/ifi44, 4-17=790/623, 4-15=1597/1040, 5-15=377/940, 5-13=-1401/977, 6-13=169/460, 7-13=469/854, 7-12=419/258, 8-12=239/699, 6-11=958/646, 1-19=897/1574, 9-11=810/1570 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6Cssf, h=27ft; B=4511; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconwrrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 0=11b) 20=1018,10=1025. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 10) Graphical punin representation does not depict the sae or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARNING -Venty design parameras and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 re¢ M03,2015 BEFORE USE. Design valid for use only with MTeM cannectos. This design is based only upon parameters shown, and is fm an IGdWual buffing wmponent, not a Was system. Before use, the building designer muslveriy Oe appGoabildyof tlesign parameters and property incuryoata this design lntothe overall buitlAgdesign. Baling indicated is to prawns bucking of individual truss web andlor cbos members ony.Addl'wnal temporary and permanent bracing MiTek' is allays required for Mabir"nd to prams w0apse with Possible personal in)uryand pmpedy damage. Forgeneralguidanraregasingthe fabrication. Storage. delivery,eredlon and bracing ofUusses and truss systems,see ANSUTP11 Duality Ciferfe, DS889 and SCSI Building Component 6904 Parke East BIM. Sareb,hfarmarlon amlableham Truss PlselnMROe,218N.Lm Mmet,3uife312,Aewdrla,VA22314. Tampa, FL 36610 ob Truss Truss Type Oty Ply Dlnela Res. T76390613 J37415 A15G Piggyback Base Girder 1 1 Job Reference (optional) CasEt,cast I was. FL Vince, FL-MWb, B.Z4o S UCC O 2UI5 MI I eK Indu9mes. Mo. mu Yee al l U:e0:46 ZUla eageI ID:9ggtTOyyyEperCPiUMMXz117Bp-svfv5l gnbahl8bDkrk59wgK47NROhZIOLMDez2zgdff 5-11-0 12.0-0 17.9-28III35-7.0 41-0-12 47.0-0 5-11-0 84112 I 5&1711 I 5-9-1175 I 25-9-11 F 62-0 I 6-512 6 1� 21 Ca Lb 20 3x8M18SHS II 10xia M185H5 = NAILED KUS26 NAILED 5x6 = Ex8 = 19 1e 17 16 31 15 14 Ze 13 m 12 4x4 = 4x8M186H3 = 4x4 = 4x8 = 4x4 = 4x4 = 4x6 = axis = Bare= 1:91.0 I\ d lus LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC20177rP12014 CSI. TC 0.89 BC 0.62 WB 0.99 Matrix -MS DEFL. in (loc) Vdeft L/d Vert(IL) 0.71 17-19 >789 240 VerfCT) -0.8017-19 >699 180 Hoa(CT) 0.12 11 Na ma PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 3891b FT=0 LUMBER. BRACING - TOP CHORD 2x6 SP N0.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc puffins, 7-8,8-10: 2z4 SP No.2 except end vemcals, and 2-0-0 oc puffins (2-2-5 max.): 1-3, 7-8. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bm<ing. WEBS 2x4 SP Ne.3 *Except' WEBS 1 Row at midpl 8-13, 3-17, 4-16, 6-15, 9-12, 10.12, B-15, 1-21,10.11: 2x6 SP N0.2, 1-20: 2x4 SP No.1 2-19. 1-20 REACTIONS. (lb/size) 21=3393/0-8-0, 11=1940/0-8-0 Max Hoa 21=542(LC 7) Max Uplift 21=2102(LC 8), 11=-1164(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=3252/2112, 1-2=5935/3724, 2-3=-7585/4661, 34=5159/3178, 4-6=3578/2299, 6-7-2445/1696, 7-8=2193/1629, 8-9=1883/1365, 9-10=1418/993, 10-11=1881f1199 BOT CHORD 20-21=562/391, 19-20=-3617/5935, 17-19=458117622, 16-17=2755/4734, 15-16=1773/3246, 13.15=-812/1732, 12-13=-632/1319 WEBS 3-19=1019/826, 7-15=344/656, 8-13-524/325, 3-17=3239/2D49, 4-17=881/1628, 4-16=2024/1335, 6-16=827/1476, 6-15=-1746/1198, 9-13=321/799, 9-12=1108/745, 10.12=965/1740, 8-15=626/1097, 2-20=1232/1027, 2-19=1618/2408, 1-20=4009/6528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL-0.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=2411; eave=6111; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional): cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 21-2102, 11=1164. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) Use Simpson Strong -Tie HUS26 (14.1 Od Girder, 6-10d Truss, Single Ply Girder) or equivalent at 5-11-4 from the left end to connect truss(es) to front face of bottom chord. Thomas A. Alb all PE No.39360 11) Fill all nail holes where hanger is in contact with lumber. NiTek USA, hie. FL Cont 6634 12) "NAILED" indicates 3-1Od (0.148"x3'7 or 3-12d (0.146'0.25' toe -nails per NDS guldlines. 69M Parke East Blvd. Tampa FL 33810 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Dale: LOAD CASE(S) Standard February 28,2019 ®WARNING - Verify Ceslgn panmeters and READ NOTES ON THISANO INCLUDED MITEK REFERENCE PAGE MI67473 rev, IMW015 BEFORE USE.wwww • Design val4 for use onlywNl MITek® Connectors. This tetras Is based only upon parameters shown, and Is for an NWNEual turning mlrPorenL not M a Uuss systen Before use, me building designer must very Me applicability of design parameters end property Intenseness this deep lInto 00 overall bulldingdeagn. Bmdng i�cated is to prevent buckling of lndMdualbuss web andlar Mold members ony. Addillanaltimpereryansperemnembrating MiTek' Is alwarprequlmdforstabiNyandta prownt mAapsewlm possible mrsollalinjuryend propeMdamage. Forgeneralguldanceregardieg Ne fabdnllon,storage,delivery, trader and Grating ofWsees and truss systems, me ANSVTPlf doggy onions, DSB49 and BCSI Building Componurt 6East BIM. Sofeyln/ormmlon avaJabb(mm Tross Plata lnstaNa, 219 N.Lea SUeel, Suae3t2, Alexandde. VA 22314. Tampa,enors. FL 36610 J b Truss Truss Type 0ty Ply Dinola Res. T16390613 J37415 A15G Piggyback Base Girder 7 1 Job Reference (optional) test coast truss, hl. PlerLe, FL-34945, LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1J=54, 3-7=54, 7-8=54, 8-10=54, 11-21=20 Concentrated Loads (lb) Vert: 20=1660(F) 22=79(F) 23=79(F) 25=-36(F) 26=46(F) 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 2810:55:48 2019 Page 2 ID:9g9tTGyyYEperCPjlil MXzh?Bp-svfv51gnbahl8bDkrk5gwgK47NRGhLDLMDez2zgdff ®WARNING- Venly desUmparamerers and READ NOTES ON TMSANO INCLUDED MOEN REFERENCEPAGE MIP7473 rev. 1WUX015 BEFORE USE. • Design vale on use only who MTek®ocmedsm. This design is based only uponparamders shown, and is Want IMi dual Wedng component, not house system. Before use, the ounce, designermusl wily the applicability of design peremders and property inmryarale this design inhothe overall - build,design. Bracing indented isto prevent budgng ofmc Mdual bussweb eviler short memo=ony. MdWone tempers, aM Permanent leasing MTek' Is sheave resumed for stability and W prevent collapse with possible personal injury and plopeny do..,. Far general guitlanm regartliy me fabneallon,Morage,deh2.O1 onmdbmdMoltms5sam"sswmems,see ANS&7PFf Quality Crgerta, DS1I and SCSI Building Component Sees Parke East Byd. Sarerylnf4renefbn available from Truss Plate lndbde,]18N. Lee SIreeL Soda 312 Nexandna, VA i2314. Tampa. FL 36610 Job Truss Truss Type pry Ply Dinola Res. T76390614 J37415 A16 Piggyback Base 1 1 Job Reference (optional) test coast truss, Ft. Pierce, FL-34945, 8.240 s Dec 62018 MRek Industries, Inc. Thu Feb 28 10:55:49 2019 Pagel 10:9g9tTOyyYEperCPjtiMVXzh9Bp-K601JNhPLtp9IloxOScOS2tFonIZ0317aOzCVUzgdfe 8-0-0 15d3 235-0 29-7-0 351-12 41-0-0 73-0 S2-0 i 54-r12 1 5-10d Scale= 1]6.1 5x8 = 5x5 = 5.Go 12 5 18 e 17 16 14 13 11 10 9 IN10 = Sx5 = 4A _ 3x4 = 34 = 3,03 = 3x4 = 34 II 3x4 = 84]-0 1SBA 235-0 2474 35"2 41-0-0 843-0 ]33 I ]A43 N_o I Sb 12 510-0 Plate Offsets(X,Y)— (3:03-0Edaej [5:0-5-120-2-8) [16:0.2-80-2-4] [77:0-1-120-0-0[ [17:Edge0.8-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.26 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Ve I(CT) -0.3913-14 >999 180 BCLL 0.0 ' Rep Stress [nor YES MB 0.82 HOR(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 279 lb FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 2-14, 4-13, 511, 7-10, 1-16 8-9: 2x6 SP No.2 REACTIONS. (lb/size) 17=1503/Mechanical, 9=1503/0-8-0 Max Horz 17=561(LC 7) Max Uplift 17=886(LC 8), 9=898(LC 8) Max Grav 17=1503(LC 1).9=1519(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=2788/1642, 2-4=2323/1477, 4-5=1671/1191, 5-6=1208/1026, 6-7=1356/1044, 7-8=-10771779, 8-9=14671932, 1-17=1418/924 BOTCHORD 16-17=-5951720, 14-16=1444/2619, 13-14=1080/2230, 11-13=-679/1597, 10.11=472M032 WEBS 2-14=-492/408, 4-14=-95/478, 4-13=873/649, 513=351/832, 5-11=647/323, 6-11=-96/285,7-11=-184/552, 7-10=803/556,8-10=-684/1359, 1-16=1027/1957 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst. h=27ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 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 Ib uplift at joint(s) except (p=1b) 17=886,9=898. 9) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban PE No.36380 MiTsk USA, Inc. FL Cert SW 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING-Veritydesi9nparamerers entl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111IId473 rev. 1&0212015 BEFORE USE. Design valid foruss onlywab MReks, connectors. This design is bascH only uponpmamenn shoran, and is for en iMividuM building comporeM, not ��• etmsssystem. Before use,tM building designrmusivedfythe appg®bilr,afdedgn parbmelemand property inmrpantethadesign intotteoveral butd'vigdesign. BmeigiMlraledlstopmnMWWng&NdMdual Wsswebm&crtloa membemwty. P4dtlknal temporary and permanent bracing MiTeK is always requbed for stability andto prevent colapse with Possible perwnalinpe,,antl proper, damage. Forgenenl guidance regaNing the fabdtaaam norege, deWe action and leading duiusses ant truss systems. we ANSUTPH Quality Cdtetia, DS9419 and SCSI Sullding Component 6904 Parke East BW. Salmylabancron avagabk tram Truss Plate Institute. 218 N. Lee S1reeL Suite 31Z Alexandrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dinola Res. T16390615 J37415 A17 Hip 1 1 Job Reference (optional) sae, wa=,uuaa, rr. rrc,,a, rL -ar atvvs ueco ou 4u a rages ID:9g91TOyyYEperCPjtiWMXzh?B"Img W1il6BxONuN7y97d?FPUOA2G9TCiogillxzgdfd F2-0 12.4-0 186-0 24A-0 21i4-0 341-12 41-0-0 ' 6-2 0 a-2-0 B-2-0 6-2-0 38-0 5-9-12 I 8-10-0 Sx8 = 5x5 = 5.00 12 6 19] 4x4 18 " ao io - u m m 14 'a 12 `. 11 `a 10 5x5 = 3x4 = M = 3x4 — 3x4 = 3x8 = 3x4 = 3x6 II 3x8 = &tt IjM1 nz34a12 1-0I 6n 1IL Scale=1:77.1 Plate Offsets (X,Y)— 16:0-5-12 0-2-8( ry8:0-2-8 0.3-0) LOADING (psf) SPACING- 24)-0 CST. DEFL. in (Too) VdeB Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.4614-15 >999 ISO BCLL 0.0 ' Rep Stress Incr YES NB 0.97 Hom(CT) 0.11 10 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matnx-AS Weight: 290 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 9-10: 2x5 SP No.2 REACTIONS. (lb/size) 10=1503/0-8-0, 18=1503/Mechanical Max Horz 18=576(LC 7) Max Uplift 10=898(LC 8), 18=886(LC 8) Max Gmv 10=1563(LC 15), 18=1503(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14. 6-12, 8-11. 5.14, 2-18 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=6571356, 2-3=2672/1665, 3-5=2237/1470, 56=1530/1164, 6-7=1207/1052, 7-8=1374/1073, 8-9=1167/839, 9-10=1445/936, 1-18=357/294 BOT CHORD 17-18=1476/2627, 15-17=1251/2424, 14-15=912/1989, 12-14=591/1473, 11-12=478/1119 WEBS 6-14=-042/894, 6-12=617/277, 7-12=177/331, 8-12=-103/412, e-11=713/526, 9-11=678/1358, 2-17=100/263, 3-17=131/318, 3-15=-079/463, 5-15=287f705, 5-14=-896/658,2-18=2269/1349 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=27ft; B=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconwrrent 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 rd between the bottom chord and any other members, with BCDL = 10.Opsf. 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 (jt=lb) 10=898,1B=886. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARNING- VI.11desiga P4ramefersa dREADNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 re¢10/0fl015 BEFORE USE. valid truss onlywilh MITeMamsectors. Tura design is bases only upon parameters shown, and is bran Indradual building component. not Lai' a buss systemegon . Be use, Use bulking deigner must wntythe appgrabiDyo(design parametersand pmpeM inwporAe this int design o the ovemg ` buddingdesign. BmdngbkiwtedistopmmtWMd gofindmdual"ssweban&w NoNmembemany. AIMilionaltemporaryandpMmanembradng MiTek' is always rtquvad for sa bililyandto prevent wllapsewhh possible personal injuryand proven, damage. For general guidance regarding me fabrirason,storage. defiwW. estrum and aradng ofhusses am truss "amsue AN Irl Duality CMeda, DSB49 and BEST BUIMIng Component e904 Parke East BW. Se/erylnformadon avagable from Tmss Plate ingRO., 218 N. Lee S.O. Suae 31Z X..ndO. VA M14. Tampa, FL 3a610 Job Truss Truss Type Cry Ply Dinola Res. T76390616 J37415 A18 Monopitch 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8.240s Dec 62018 MiTek Industries. Inc. Thu Feb 28 10:55:51 2019 Pagel ID:9g9tTOyyYEpaCPjtiKvMXzh?Bp-GUK2k3jftV3t?2yJ VWSXTyd5aVXu71s1 KSIaNzgdfc 41-0 8-2-0 4-1-0 4-1-0 2x4 3x4 = k!�1r-81k'.XI LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.46 WB 0.15 Matrix -AS DEFL. in Vert(-L) -0.10 Vert(CT) -0.21 Hoa(CT) -0.00 (loc) gdeft L/d 4-5 >904 240 4-5 -454 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 57 Is FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Excepr 1-5: 2x6 SP No.2 REACTIONS. (lb/size) 4=288/Mechanical, 5=288/0-8-0 Max Horz 5=450(LC 5) Max Uplift 4=272(LC 5), 5=144(LC 8) Max Grav 4=329(LC 13). 5=322(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. BOTCHORD 4-5=286/194 WEBS 2-4=217/286 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=27tt; B=451t; L=24ft; eave=4fi; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right expased; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 10.0 psf bottom chord live load noncencumenl 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 girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to Meaning plate capable of withstanding 1DID 1b uplift atjoint(s) except (p=1b) 4=272, 5=144. 7) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Alban! PE No.39360 MiTok USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33810 Data: February 28,2019 WARNING - Verifla-ign Parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE M11-7473— f01OV2015BEFORE USE. Design valid for use onlywM MRek® Connectors. This design is based Only uponparameters shown, and Is for an individual budding Component not a truss system. Berate use, the building designer mud verify the appacsbilily of design parameters and pmpeM Tov urale this design lrto Me overall buiWmgdesign. BracNg Indicated is to prevent buUing of NOividual buss web arWlor chord members ony. Adtlaionaltempomryand,xMmaumbradng MiTek' is aedr w recule l for Stability and to prevent mffapse wah passible personal injury and pmpeM damage. For general guidarcu regaNim Me fabrication,Storage. de0very, erection and Ismcng ofbusses and Wss aysema, see ANSU l Quality Criteria, DS"9 and SC51 Bunting component 69W Parka East BMW. SaferylMormatlon available ham Truss Plate lnsNuta, 218 N. Lee Steel, Suae 312, Alexantlna, VA 2YJ14. Tampa, FL 36af0 Job Truss Truss Type Oty Ply Dinola Res. T16390617 J37415 B01G Hip Girder 1 1 Job Reference (optional) East coast l russ, Ft. Pierce, 1-1--34946, 8.240 s Dec 62018 MITek Industries, Inc. Thu Feb 28 10:55:52 2019 Pagel ID:gg9tTOyyYEperCPjtiAvMXzh7Bp-khuOxPjleoCkdCXV4aA64gVgl I- 11--aa0e I z4Slo0o I }ae nYdiTg7G9 Bs6pzgdlb 1111A 40 211a8 I T0 3T-40}11-0 1 }11. z--. 2ITS ' NAILED NAILED NAILED 4x8 NAMED 1z4 11 NAMED 3z4 = NAILED 5.00 12 4 24 5 25 6 26 NAILED 4x8 = Scale=1:44.3 aa6 = Sx5 = 3x4 = rwucv Us = NAiLMU 3x4 = NAnno 4xA -ax4 = 5x5 = axA = NAILED NAILED 1+8 1 a 460k 7+B if-}12 151-0 ta0.6 21-104) 24841 2 0.026-SO 1+e oi-d z-1oa z-1ao I 3.11s asa 3.11< znao I 2-1ao as B Plate Offsets (X Y)- (4:D-5-4 D-2-0) 17:0-5a 0-2-01 [11:D-2-a D-3-a](n:D-2o D-3-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.21 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.2214-15 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.51 Horz(CT) 0.07 11 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 139 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 9-11,2-17: 2x6 SP No.2 REACTIONS. (lb/size) 11=1459/0-8-0, 17=1459/0-8-0 Max Harz 17=-86(LC 6) Max Uplift 11=-1CO3(LC 8), 17=-1083(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-2-9 oc partial BOTCHORD Rigid ceiling directly applied or4-0-11 oo bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=2229/1626, 4-5=2703/2015, 56=2703/2015, 6-7=2705/2021, 7-8=2229/1637 BOT CHORD 16-17=1160/1710, 15-16=1337/2041, 14-15=1822/2705, 12-14=1347/2040, 11-12=1186/1710 WEBS 4-15�1516/881, S15=382/490, 6-14= 403/460, 7-14=-620/883, 3-16=286/459, 8-12=286/459, 8-11=1983/1450, 2-17=212/265, 3-17=1984/1503 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pacing. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will M between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 lb uplift at joint(s) except (n=lb) 11=1003,17=1083. 8) "NAILED" indicates 3-1Cd (0.148"AT) 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) 183 lb down and 105 lb up at 7-4-8, and 1831b down and 105 lb up at 18-11-12 on bottom chard. 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads(pil) Vert: 1-4-54, 4-7=54. 7-10=54. 18-21=-20 ThomasA. Alban! PE No.39380 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ® WARNING -Vefify i1suln paameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev. iMN2015 BEFORE USE. Design vWd faruse ost wM M7e1,10conneators. This design is based only uponparemstem shown, and Is Wan inditldual bating component,not *e a truss system. severe use, the building designer must wedy me appGabilityof@9gn parameters and properly IncorporateNis designInto the overall -tY� buildingdesign. amongindiraedistopreventbuckfngMlndiNdualbusswebardlorchordmembersony Additional temporary and pennarembracing M1TeW Is aWays required for stability and to prevent compse was possible personal ln)ury and property damage. Forgenemlguidanceregartingthe Iabfiesta. stoage.deMery, ersel and baring Mtresses and buss systems.see ANSUTPNOuaIIy CMede,OSBd9and BCSIBuii&ng Component 6904 Parke East Elvd. Safefyynhrmatlon availablefam Truss Plate lnstsum,218 N. Lee Sheet. Suae 312. Alexandra, VA22314. Tampa,, FL 36610 Job Truss Truss Type Dty Ply Dinola Res. T16390617 J37415 B01G Hip Girder 1 1 Job Reference o lional East Coast Truss, Ft. Pie", FL-34946, 8.240 s Dec 6 2018 MITek Industries, Inc Thu Feb 2810:55:52 2019 Page 2 ID:9g9tTDyyYEperCPjVMMXzh7Bp-khuOzPjleoCkdCXV4aA54gVgl nYdTg7G Bs6pzgdib LOAD CASES) Standard Concentrated Loads (Ib) Vert: 4=79(F) 7=-79(F) 16=i18(F) 15=36(F) 5=79(F) 6=79(F) 14=-36(F) 12=118(F) 24=79(F) 25=79(F) 26=-79(F) 27=-36(F) 28=36(F) 29=36(F) ®WARNING-Vedfydesl9nparameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE 161112473rev. IMMO15 BEFORE USE. vali l for use only win, MTek®oonneddrs. This design is based only upon parameters sbawn, and is for an Ind 4dual bulldi e; comporem not ruffDesign a truss system. Defoe use, be building designer must vent' We applJoablNy of desgn parameters and pmpery Ncarpo ah, Nis design hothe ovemA building design. among indicazed is to pri ent buckling of Nd'Mdual base web awor chord members ony. Addeional temporary end permanent bracing M!Tek' is always reoulred for stabMy and to prevent collapse web Possible personal infury and property damage. Forgeneralguldancarsgarding Ne fabricator, storspe.delivery, erection end trading of Muse sam buss=ems,see ANSIAMI Dually Gdada, DSBd9 and BCSy Building Component 6904 Parka East BNd. Sareybdolmarbn available fmm Trues Pieta Institute. 21eN. Lee 5rset, Sbaa 31Z ARdUn ML VAV314. Tampa, FL 36310 .1b Truss Truss Type City Ply DMola Res. T1fi390fi18 J37415 B02 Hip 1 1 Jab Reference (optional) enwweeru n. Warta, rL-sgdgd, 8,240 s Dec 62018NUTeRlndustries, Inc. ThuFeb2810:55:532019 Pagel ID:9g9tTQyyYEperCPjUMMXzh?Sp.DtSo81kwP6KbEM6idHhKwl?K09sMzNeUexPeGzgdfa 14L8 542 Bass, 17418 21J-1a+s 24A4 8 Zfi-S-0 1-se 3sto I a-4-a 74Ls s.s.10 14L0 4x8 = 20 44 = Seen. -1:44.3 3x4 = Sx5 = 3x4 = a%4 - 5.5 = 3X4 Sea = 1<8 1 940 17.0a i 244L8 2 2e-5-e 14-s o)a0 ].are I . Plate Offsets (X,Y)- [4:D-5d 0-2-0) [9:0.2-4 0.2-121 [13:0-2-0 0-2-121 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.60 Vert(LL) 0.09 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.1512-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.36 Hom(CT) 0.04 9 Na n/a BCDL 10.0 Code FBC2017FTPI2014 Matfix-AS Weight: 132 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 *Except 7-9.2-13: 2x6 SP No.2 REACTIONS. (lb/size) 9=977/D-8-0, 13=977/OA-0 Max Hoe 13=110(LC 7) Max Uplift 9=577(LC 8), 13=657(LC 8) FORCES. (Ib)-Max. ComplMax.Ten.-Allforms 250(Ib) or less except when shown. TOP CHORD 3-4=1266/779, 4-5=1140/785, 5-6=12661785 BOT CHORD 12-13=590/1064, 10-12=528/1140, 9-10=612/1064 WEBS 4.12=01257, 5-10-01257. 6-9=1170/809, 2-13=169/265, 3-13=11701867 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid Ceiling directly applied. WEBS IRaw at midpt 4-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst,, BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4R; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent 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 3-60 tall by 2-M wide will rn 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 (It -lb) 9=577.13=657. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheebock be applied directly to the bottom chard. Thomas A. Albanl PE No.39380 f iTek USA, Ino, FL Cart 6634 6904 Parka East Blvd, Tampa FL 33810 Data: February 28,2019 ®WARNING - Verity design Parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIW4]] rev. VIVIRO1S BEFORE USE. !' Designutvalid far use only with AUTIM rarmesmos.Thb design la based onty upon pammders sbmm, and is for an Indoldual Wrong cegoo,mU t, ad abs system. Before use, me building designer must verity Bo epPacotiayaf deggn pammdrs eend propertymoo,eamle We design Wov orn. erall `a bulldmgdesign.Braorgindiwted is to powers buckling m indiNdud Wes web arrolor Nam members bray. AddWonaltemproryaMpennaneabracing R:�Qk• M11 Is aware required for statigry and to inward ad collapse were possible Perainal Injuryand property damage. For general guidance regarding me fabrVoulon, Storage, delivery, erection and trading dimness and miss systems,see ANSWP/I Ovally Crearla, DSB49 and SCSI Bidlong Component Bass Parke East BIM. Saroylnrortneflon avagable holn Tmv Plate lnsldde, 218N L.eeStreet, Cues 3f2, Alexandria, VA 22314. Tampa FL 30510 Job Truss Truss Type Oty Ply Dinola Res. T16390619 J37416 B03 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946. Axe = Asa 20 8.240a Dec 62018 MTek Industries, Inc. Thu Feb 2810:55:542019 Pagel scale =1:44.3 )$ 3x4 = 5x5 = 3,4 = 3x8 = 4x4 = see = 3x4 = 110 110-8 11-0-8 I 1S0a I 24J141 2SOd26Sp � tiA Oct 4&n lAln L0.n nd�AN 1 Plate Offsets (x,Y)- 14:0-5-4,0-2-01, (9:0-2-4,0-2-121, (13:0-23,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.19 12-13 a999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.3912-13 -710 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.52 Horz(CT) 0.04 9 file n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1371b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Excepl' 7-9,2-13: 2x6 SP No.2 REACTIONS. (Ib/size) 9=977/0-e-0, 13-9771041-0 Max Hom 13=133(LC 7) Max Uplift 9=577(LC 8), 13=657(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=401/0, 2-3=35810, 3-4=1150f720, 4-5=1012U29, 5-6=11501723, 6-7=-357/13, 7-8=-40D/0 BOT CHORD 1-13=0/325, 12-13=-651/1134, 11-12=422/1012, 9.11=667/1134, 8-9=0/324 WEBS 3-12=167/252, 4-12=241254, 5.11=29/254, 6-11=167/267, 7-9-145/300, 6-9=1109/884, 2-13-145/318, 3-13=11081946 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-0.2psY BCDL=6.Opsf; h=27ft; B=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl.. GCpIi8; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconwment 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 rn between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joints) except (jt=1b) 9=577,13=657. 8) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and 1/2' gypsum sheebock be applied directly to the bottom chord. Thomas A. Alban) PE No.39380 MITekUSA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING Verity design Parameters and READ NOTES ON IRIS AND INCLUDED MITER REFERENCE PAGE MW473 rev. 1"312013 BEFORE USE. Design valid truss onywM MITeaDcennecuum.Tha design Is based only upon parameters shown. and Is Wan iedivkual Wading component, not rum a Mass system. Before use, rue bmtdmg designer mus wsiytie applicabllby4ldesign parameters and properly Woomorate 06 design DID Me overall bulWmg design. Bracing lM'vnedisto prawatburMmgofladMdual Uussweb andla UwNmemben only. Mcitianaltemp0mryarel gennanerdbmGng MiTek' Is always lequlred M1 stebilityand to prevent cogapsewah possible"surge rjmyand property damage. For general guidance regarding rue (abrlGtIOI1, Starage. dB IVGry.eRCWn Md bmWg0I W5S¢e 81N We56ysiBms.6ee ANSVFPI10ualifyCrean, DS8A9 and 6=1 Building Component 6934 Parke Seat a", SafelylnformWan av bble hem Truss Plata Instaule, 218 N. Lee S Wet, Sud8312. Alexandda, VA 22314. Tampa, FL 36610 of b Truss Truss Type City Ply Dinola Res. T16390620 J37415 B04 Common 2 1 Job Reference (ootionat East Coast Truss, FL Pierce, FL - 34946. 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 2810:55:54 2019 Page 1 ID:9g9tTQyyYEperCPjtii MXzh?Bp-030BM41YAQSSsWguB?CZ95aEmVO5J31jlgyAagdfZ 1 tee I St1-z --1 tsz-a 1 lssu 1 zase 1 2ssa t4r-a sz-t0 S3£ 6-3-6szno US Aide = Sma=143.5 )$ JX4 = J%9 = 1. = ieA = 3x4 = sx5 = 5%5 = Plate Offsets (X.Y)— I8:0.2-4 0-3-01 f12:0-2-0 03-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (im) Men L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.21 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.04 8 me n/a BCDL 10.0 Code FBC20177TPI2014 MaMX-AS Weight: 131 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid milling directly applied. WEBS 2x4 SP No.3'Excepi 2-12,6-8i 2x6 SP No.2 REACTIONS. (Ibhze) 12=977/0-8-0,8=977/0-8-0 Max Horz 12=154(1-(36) Max Uplift 12=657(LC 8), 8=577(LC 8) FORCES. (Ib)-Max. ComplMax. Ten. -All forms 250(lb) or less except when shown. TOP CHORD 3-4=1225/791, 4-5=-1225/798 BOT CHORD 11-12=-643/1178, 10-11=368/879, 8-10=-656/1178 WEBS 4-10=157/390, 5-10=204/300, 4-11=147/390, 3-11=-204/290, 2-12=239/347, 3-12=1186/811. 6-8=239/330, 5-8=11861747 NOTES- 1) Unbalanced roof live loads have been mhsidered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6Dpsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cal. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconmrrent 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 Wit fit between the bottom chord and any other members, with BCDL =10.0pst 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 12=657,8=577. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE N%39380 Mirak USA, IOL FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Dats: February 28,2019 ®WARNING - Vannedesrgnpanrwidws and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGEMIl4413 rev. 1W03YL015 BEFORE USE. Design valid foruse, onywnh MTewconnecdore, This design is based only upon parameters shown, antl is bran individual bugEing component not a thus system Before use, me building designer must very be applicability of de9ge parameters and properly acomorele this design into me overall buildingdesign. Brzing Indicated is to prevent buckling of individual Mus web andfe reed members ads. Addiioneltempolaryandpemlanerdbracing MiTeW S always required (Or stability and to prevent collapse with possible personal injury And phpeMdamage. For general guidance regading the abincefl ,darege,delivery.ereNon and bradng of trusses and Was systons,we Marron, Quality Chada, MS419 and BCS1 Building Compened 6904 Parke East BM. Smerylnlormatlon availablehaft Truss Plate InMUe.218N.LeeB.B Ae312Alexandra,VA22314. Tampa, FL M10 Jab Truss Truss Type Qty Ply Dinola Res. T76390621 J37415 B05 Common 7 1 Job Reference (optional) ;oast Truss, Ft. Piece, FL - 34946, 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 2810:55:55 2019 Page 1 ID:9g9tTOWYEperCPjtiMMXzh7Bp-gGaZZOmAxjaJUgF41ijoiJ61 I Bg4gm9RyyQW8zgdfY 14!-8 6.11-2 13-2.8 18-11-12 2548 1-8-8 S-2-10 i 6a-6 5-9-0 I 6-0-12 Scale=1:QB 4x6 = 7 Ia 3x0 = 3.10 II 1-48 118-6 9411 I 17:2 3 I 254-8 1-0-8 7443 M 7-11-11 Plate Offsets (X,Y)— (1:0-1-14.0-0-21, f7:0-7-2,Edge) [11:0-2-00-2-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.16 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.28 8-10 >995 180 BCLL 0.0 Rep Stress Ina YES WE 0.79 Horz(CT) 0.07 7 Na We BCDL 10.0 Code FBC2017/TPI2014 MaWX-AS Weight: 1231b FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2.4 SP No.2 BOT CHORD Rigid wiling directly applied. WEBS 2x4 SP No.3 *Except* 2-11: 2x6 SP No.2. SLIDER Right 2x8 SP No.2 2-0-0 REACTIONS, (lb/s¢e) 7=871/0-8-0, 11=98210-8.0 MaxHord: 11=150(LC 7) Max Uplift 7=.515(LC 8). 11=659(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1237/796, 4-5=-1194/804, 5-7=1328/836 BOTCHORD 10-11=-685/1187, 8-10=408/887, 7-8=654/1157 WEBS 3-10=200/289, 4-10=150/397, 4-8=162/368, 5-8=208/285, 2.11=245/348, 3-11=1201/819 NOTES. 1) Unbalanced roof live loads have been Considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=6.Opsf;'h=27ft; B=45ft; L=24ft; eave=411; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fare 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0t=11b) 7=515,11=659. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albert PE Nc.39380 MTak USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARMING- Verify Cesign parameters a BREAD NOTES ON THIS ANDINCLUDED MITER REFERENCE PAGE MII-7413 rev. 10,036015 BEFORE USE. • Design valid mr use omy with Mielee connectors. This design Is based only upon parameters shown, and is for an Individual bunting component, not a bass system. Before use, the building designer mug vent' Me applicability of dedgn Parameters and properly Incorporete MIS design true the overall �-�•YY buildingdesign. Bracing indicated is m Prevent Waling of NdMdual buss web andlor cLON members only. /Dddionaltempeumand pelmanealbracig MiTek' Is always required for stability and to prevent onaapsewah possible personal lnjulyand property damage. Forgener419ukenceregaNingthe fabricator, storage, delivery, erection and timing ofbusses and truss systems, see ANSIAPll Quality Canada, DSB419 and Goal Building Component 6904 Penes East Blvd. SarelylnyormMlon eva,latile M1am Truss Plate lnsWNe, 216 N. Lee Sireg, Sude312, Alesandlia, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Dinola Res. T1639W22 J37415 B06 Hat Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.240 s Dec 6 2018 MTek Industries, Inc Thu Feb 28 10:55:56 2019 Page 1 ID:9g9tTOyyYEparCPltikvMxzh?Bp-dSBxnmmoi1 i45pgHJ0E1EW1VebCeZECbBc93FbzgdfX 1448 75-2 14-0.6 196A 24" 1448 i 55-10 6-10E 1 5-2-0 5-2-0 4x8 = 4x4 = 3x4 = 3Ns II 4x4 = 3x4 = 3x4 = Site = 34 It LOADING (psf) SPACING. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/TP12014 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2.4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12: 2x6 SP No.2 REACTIONS. (I olsize) 7=841/0-4-0, 12-97710-8-0 Max Horz 12=459(LC 7) Mu Uplift 7=-632(LC 5), 12=-645(LC 8) Max Grav 7=841(LC 17), 12=977(LC 17) Some =1:45.4 CSI. DEFL. in (hoc) I/dell L/d PLATES GRIP TC 0.66 Vert(LL) 0.08 10-11 -999 240 MT20 244/190 BC 0.47 Vert(CT) -0.1510-11 >999 180 WB 0.74 Hom(CT) -0.03 7 file n/a Matrix -AS Weight: 148 lb FT=O% BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1368/783, 3-0=-954/617, 4-5=572/496, 56=572/496, 6-7=792/640 BOTCHORD 11-12=473/284,10-11=834/1211,8-10=-645/818 WEBS 3-10=441/371, 4-10=77/381, 4-8=380/234, 5-8=311/435, 6-8=647/876, 2-12=876/694, 2-11=-614/1104 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-sei gust) Vasi24mph; TCDL=4.2psf; BCDL=6.Opsf, h=27ft; B=4511; L=2411; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.fi0 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about is center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=11g) 7=632,12=645. 8) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 112" gypsum sheelrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Venry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 rev. IWO34015 BEFORE USE. Design valid for use ont/with MTek®cwnedon. This design is based only upon parameters shown, and is for an individual budding wmponetK not ��• a truss system. Before use, me building designer must very ale applios yof design parameters and property NcoryoMe Nu design into We ow ill ��-��•YYY buildingdeeli Bracing indicated is to prevent buckling of matiduel Truss web andlor chord members only. AddftionaltempomggMp =embWhg MiTek' a always required for stability and to prewM wftapsewbh possible personal infuryand propety damage. Forgenealguidancereganilgme fabdweon, storage dower, eredion and baring Mbusses and Was systems,sea ANSIMPH Duenly Crtrerla, DSS49 wdBCSI Building Component 6904 Parke Fast Blvd. Sa/eylMormedon awftabl9fmm Tmss Plate Ina 0e,216N.Lee Steel.Sufte3l2.Alexandra,VA22314. Tampa, FL 36610 Job Truss Truss Type ply Ply Dinola Res. T16390623 J37415 607 Half Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL-34946, 1 es es 8.240 s Dec 6 2010 Milek 4x4 = Inc. Thu Feb 28 10:55:56 2019 Page 1 3x4 = 6 Scale =1:44a 3x4 = 3x4 = Sx5 = 3x4 = 3x8 = 4x4 = 5x5 = 1681i% 1 9-0-8 16-0-8 24&81-0-e 0'ab 7-40 I Plate Offsets (x,Y)— 17:Edge 0-1-81 [8:O-2-a B-a12) (12:B-2-4 D-2-121 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 VerUCT) -0.28 8-10 >977 180 BCLL 0.0 Rep Stress Ina YES WE 0.97 Hoa(CT) -0.03 a We Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 1491b FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 •Except• 2-12: 2x6 SP N0.2 REACTIONS. (Ib/size) 8=a4l/0-4-0, 12=977/0.8-0 Mau: Hors 12=522(LC 7) Mm Uplift 8=604(LC 5). 12=642(1_C 8) Max Grant 8=860(LC 13), 12=977(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1232F734, 4-5=776/553, 5-6=661/565 BOTCHORD 11-12=832/1173,10-11=716/1047,8-10=-430/480 WEBS 4-11=-19/274, 4-10=469/414, 6-10=263/524, 6-8=783/624, 2-12=200/291, 3-12=1205/812 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 1 O.0 par bottom chord live load noncenwfrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf an 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 = I0.0p rf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=604, 12=642. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE Na39380 MITek USA, Ina. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33910 Date: February 28,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEN REFERENCE PAGEWI-7473 rev. IOM31016 BEFORE USE. ! DesignwMid roc use onywM MeM martinets. This design is based ony upon parameters shown, and is far an individual buldng componeM, not abuse system. Before use, me bulking designer must verify 0e apptira ft ofdeam parameters and property scantiness this design iMONe overall emkingdesign. Brsdag indicated late prevent Welding of indMdual bass web sitar Choi members only.Additurallem,ptaryandpetmanentbraung MOW Is always required far atiblayonto parents collapse wah possible personal injuryand property damage. Forgenemlguidannentgardingthe fabricator. enrage,delivery, antenna and braining afbusses and truss systems, see ANSWPI1 assay C4Mda, DS"9 and SCSI Building Componmrr 69a$ Parka Fast BIW. Saferylnfornestmn av bbleadn Tmss PIMelnsdOe,21a N.Lea6 ,Suke312Mmndda,VAM14. Tampa. FL 36310 Job Truss Truss Type pry Ply Res. T1639W24 J37415 BOB Hal Hip 1 1 �Dinola Job Reference (optional) east Coast iwas, rL rime, rL-a Unlb, 8.240 s Dec 6 2018 MTek Industries. Inc. Thu Feb 2810:55:57 2019 600 12 4x6 = Sets = Scale: 1/4' 1' 3.4 = 5x5 = 3x4 = Us _ 3x4 = are II 1-481� 10.0.6 18-4A 24AA 1-0-61Mb 8-0-0 I 8-0-0 6-0-0 I Plate Offsets (X Y)— [12:0-2-40-2-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.21 1OAI >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.87 Hom(CT) -0.03 8 n/a flat BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 147 lb FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 *Except' WEBS 7-8: 2x4 SP No.2, 2-12: 2x6 SP No.2 REACTIONS. (Ib/size) 8=841/04-0, 12=977/0.8-0 Max Horz 12=5B6(LC 7) Max Uplift 8=-572(LC 5), 12=638(LC 8) Max Grey 8=903(LC 13), 12=977(LC 1) FORCES. (lb) -Moat. CompJMax.Ten.- Allforms 250(Ib) or less except when shown. TOP CHORD 34=1198/707, 46=-628/474, 6-7=514/500, 7-8=791/578 BOTCHORD 11-12=825/1241, 10-11=650/1008 WEBS 3-11=133/263, 4-11=50/366, 4-10=567/481. 6-10=117/314, 7-10=484/840. 2-12=2221338, 3-12=1168/790 Structure mad sheathing directly applied, except end verticals. Rigid wiling directly applied. 1 Row at midpt 7-8 NOTES- 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45fl; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconwfrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Us uplift at joint(s) except (jt=lb) 8=572,12=638. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2- gypsum sheetmck be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MlTek USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: February 28,2019 ® WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 iay.1 00733015 BEFORE USE. weate Design valid far use only with MTek® comedians. This design is beam only open parameters shown, and is Wan LMiNdud budding componeM, not Not a truss anion Before use, the building designer must verify the appli abihly of design parameters and pmpedy incerPorste this design into the overall bUldingdesign. Bracing indicated is to prevent buckling ofinamduat truss web andlorchord members only. McgionaltempomryandpermaneMbracing MTek' is assays rsqu ed for stabiay and to prevxm collapse with possible personal Nlury and property damage. For genersl guidanceregardm the fabrication. storage. delivery, median and bmdng Oftrusses and truss systems. see ANSgIPN Quality CBMda, DS"9 and SCSI Building Component Parke East Best. san"Inyarmound availabldbom Truss Plgoingftue.218N.Lceaaed,Bufte3i2,Ae=dda.VAM14. T Tanga. FL 36610 Tampa. Jcb r Truss Truss Type Qty Ply Dinola Res. T76390625 J37415 B09 Half Hip 1 1 Job Reference (optional) as, n. Pierce, rL -d duu. 8.240 s Dec 62018 Mr-ek Industries, Inc Thu Feb 28 10:55:58 2019 Page 1 ID:9g9tTQyyYEperCPjtitwMXzhlBp-ZgFhCSo2EeyuL7_fQrHVJxkvsPpvl5Que AJTzgdfV 7-2.11 13-9-10 264-6 zaea 189 5a3 6d-14 18 14 1 d 5.00 12 4,4 = 6 3,4 = Scale =1:52.3 7 5x5 = 3x4 = 3xe II 3x4 = 3x4 = MIS = Plate Offsets (X Yt— ry2:0-2-4 0-2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 VerULL) -0.20 9-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 9-11 >758 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 Hom(CT) -0.03 8 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 153 lb FT=0% LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied. except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 7-8. 4-9, 6-9 2-12: 2x6 SP No.2 REACTIONS. lb/size) 8=841/0-4-0, 12=97710-8-0 Max Ho¢ 12F547(LC 8) Max Uplift 8=599(LC 8), 12=554(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-303/0, 2-3=291/60, 3-4=1171/505, 4-6= 458/194, 6-7=361/246, 7-8=-835/603 BOT CHORD 1-12=0/256, 11-12=1002/1194, 9-11=684/878 WEBS 3-11=198/347, 4-11=-100/443, 4-9=679/574, 7-9=566/841, 2-12=249/391, 3-12=1100/611 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6Dpsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed: end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load noncancurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it —lb) 8=599,12=564. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 117 gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTok USA, Inc. FL Cart 8834 6904 Padre East Blvd. Tampa FL 33910 Data: February 28,2019 ®WARNING -Verily tlesign Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1&1-7473 rev. 10ION2015 BEFORE USE. Design veld for use only wM strove connectors. T is design is based only upon parameers shown, and Is for an individual bui ding component, net a Wss system. Before use, the balcutg designer must very Me appOcabildy of dougn parameters and pmperly Incorporate Nis design Nto Me overall ��Y�• bmidingdesign. B=hgiMidmedistopme MWU gofmdMdualbasswebw&orUoNmembemmy. Midlomotemparzryandpennammitta ian, MiTek' is always required for stffiility and to prevem conapse wM Possible personal injury and prepedy damage. Forgeneralguldanceregarding Me fabnwtion, storage,delivery, erection and braung oftmsses aM truss syslems,we ANSITWI Quality Crifeda, DS"9 and Bear Building Component Saretylnformation awilable hem Truss Rate InMOe.218 N. Lee Stme, Suffe3lZ AlaxandM, VA M14. 691 Partial Eau Blvd. Tampa, FL M10 Job Truss Truss Type Qy Ply Dinola Res. T7639W26 J37415 BID Half Hip 1 - 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL- 34946, 8,240 s Dec 6 2018 MiTek Industries, Inc Thu Feb 2810:55:59 2019 Page 1 I0:gg9tTQyyYEperCPjtilwMXzh7Bp-11 p4Poph7y4lyHZs_YOks9H34pDyme9ltaOjsvzgdfU 1aa Than I WY 0 I u+e I z4-e-e 1.60 a2-J 1114 7-2-14 2d0 44 = 3x4 = Scale -1:57.9 m 6 7 3x4 =3x6 II 4x4 = 3x4 = 3x4 = 3xe = 34 II LOADING (pat) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 7.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Ina YES WEI 0.54 BCDL 10.0 Code FBC2017/rP12014 Matrix -AS LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except- 2-13: 2x6 SP No.2 REACTIONS. fib/sae) 8=84110-4-0, 13=977/0-8-0 Max Holz 13=600(LC 8) Max Uplift 8=620(LC 8), 13=533(LC 8) Max Grav 8=847(LC 13), 13=9T7(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1359/552, 3-5=927/354, 5-6=286/66, 7-8=-863/598 BOTCHORD 12-13=579/254,11-12=977/1204, 9.11=612/824 WEBS 3-11=-446/402, 5-11=-80/446, 5.9=832/624, 6-9=207/289, 7-9=619/882, 2-13=877/622, 2-12=401/1044 DEFL. in (loc) I/de0 Ud Ven(LL) -O.OB 9.11 >999 240 Vell -0.15 9-11 >999 180 Hom(CT) -0.03 8 n/a rda PLATES GRIP MT20 2441190 Weight: 166 lb FT=0% BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 7-8.5-9.6-9.7-9 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=oft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pacing. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jl=lb) 8=620. 13=533. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albanl PE No.39380 MiTek USA, Ina FL Can 6834 6904 Parka Eart Bind. Tampa FL 33810 Oats: February 28,2019 ®WARNING.Vedry design panmerers and READ NOTES ON THIS AND INGLUDEDMITEK REFERENCE PAGE MII.7473,e¢ M034015BEFOPE USE. Designvalid for mare any dth IwTekW cwnedon.Thia design is Eased only upon parameters semen.and Is for an Indisrdual bulding component, not a Was system. Galore use, tW building dill mualvedyNe apptirabilay cf design parameters end prepedy Nwryonse Ws design into the awrell bulkingdesign. Bracing Imitated is to prevent Wool of lndMdual truss web andlw chord members only. Addi9onallempmaryandixtimmentWacstg MiTek' Is always sell for slabilly and to prevent willow with posal personal injury and property damage. Fargenerelguidanceregamingthe fllmoon, storage, delivery,..OIRm and mad, arms., aft truss systems,see ANSgTpll Quarry,Mtede, DSB49 and SCSI Building Component 6904 Parke East Bind. SentylnPormedon avaeaEle ham Tm. Plate InsteNe, 210 N. Lee Street, Su0e 312 Alexandria, VA 22314. Tampa. FL 36610 Job • Truss Truss Type Oty Ply Dinola Res. T16390627 J37415 Bit Half Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL-34946. 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 2810:55:59 2019 Page 1 ID:9ggtT0yyYEpaCPjti[wMXzh7Bp-11 p4Poph?y4lyHZs Yoks9H29pB7mbU ltaOjsvzgdfU 1$9 &]-0 1252 W&5 24+8 20.8,8 1ae I a10I sna &11-3 1 s ". dab 5M 3x4 = 3x4 = 5X5 = 3x4 = 3x4 = 3x4 = 3x4 = 1:sm ]$1] &35 186.5 348a � 1+8 I A]d I 6a�1 I Seale =1:58.0 Plate Offsets (X,Y)— f12:0-2-4 0-2-121 LOADING (psf) SPACING- 241-0 CSI. DEFL. in (too) VdeB L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.51 Vert(L-) -0.15 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3210-11 >865 180 BCLL 0.0 Rep Stress Ina YES WB 0.71 Hom(CT) -0.08 17 Na Na BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 1631b FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=977/0-8-0, 17=81910-3-5 Max Horz 12=558(LC 8) Max Uplift 12=516(LC 8), 17=624(LC 8) Max Grav 12=977(LC 1), 17=882(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8, 7-17 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (ID) or less except when shown. TOP CHORD 3-0=-1263/476, 4-6=648/191, 8-13=467/770, 7-13=467/770 BOT CHORD 11-12=947/1249, 1011=678/994, 8-10=313/593 WEBS 3.11=122/294, 4-11=-112/382, 4-10=536/488, 6-10=225/619, 6-8=890/616, . 2-12=2371317, 3-12=1214/544, 7-17=883/625 NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6Dpsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left ad right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked fora plus or minus 0 degree rotation about its center. 3) This tmss has been designed for a 10.0 Pat bottom chord live load nonconwnent with any other live loads. 4) ' 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 f6 between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Bearing at joint(s) 17 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) 12=516,17=624. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albenl PE No.39380 MTek USA, Inc. FL Cert 8894 6904 Parke East Bind. Tampa FL 33610 Dam: February 28,2019 ®WARNING- wary design pommel. and READ NOTES ON THIS ANDINCLUDED MITEN REFERENCEPAGEMII-74731.1 1"312015 BEFORE USE. Design vagd for use onlywnh MITeMcmmecmrs. This design Is bases only upon parameters shown, and is foran Individual w1ding mmposea not my�• a truss synem. Before use, Me bwtding desgnermusiveriy me appacabilayof desgn Parameters and property Ncoryomte Nis design Nlothe overall buddingdesgn.Bracm; indicated is to prevent buUUmg of individual truss web an Vor dram members ony. Mocionaltamponoyand Nananentbmcing b arvays requimd for smbilby and to prevent collapse with possible personal Injury end property damage. Forgenead guidaxe ospoding the MiTele m udeation. 9orage. deWary, eredlen and andag of WSYs ans truss systems.see ANSVFNI Duaty Comda, US"9 and SCSI Building Component 6904 Parke East She. Samy Ddormmlon evadable hom Tws Plata Ins Ue.218N. Lee 6b M Sube 31t Alexanddq VA 22314. Tampa. FL MID Truss Truss Type Cry Ply Dinola Res. Job T16390628 J37415 B12 Monopitch 1 1 Job Referenw (optional) East Coast Truss, Ft Pierce, FL-34946, 8.240 s Dec 62018 MR Inc Thu Feb 28 10:56:00 2019 Page 1 34 = 34 = Sx5 = 34 = 3x4 = 34 = 34 = HUM s3S I tBSt1 1 3658 ' 't<e Tate Scale =1:58.2 Plate Offsets (%,Y)— (12:0-2-4 0-2-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lac) gde8 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Veri(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -OM 10-11 >853 too BCLL 0.0 Rep Stress Ina YES WB 0.71 Horz(CT) -0.08 17 rda Na BCDL 10.0 Code FBC2017TPI2014 Matrix -AS Weight: 163111 FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=977/0.8-0, 17=819/G-3-5 Max Hoa 12=650(LC 8) Max Uplift 12=-512(LC 8), 17=628(LC 8) Max Grey 12=977(LC 1), 17=881(LC 13) BRACING - TOP CHORD StruGtural WDOd sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6.8,7-17 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 3-4=12661469, 4-6=-648/180, 8-13=472/770, 7-13=-472/770 BOTCHORD 11-12=1032/1230, 1DA1=761/973, 8-10=394/571 WEBS 3A1=123/295, 4-11=-116/384, 4-10=537/490, 6-10=217/622, 6-8-8911610, 2-12=238/318, 3-12=1214/537, 7-17=882/629 NOTES. 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=27ft; B=4511; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl 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=10.Opsf. 5) Bearing at joint(s) 17 Considers parallel to grain value using ANSI?PI 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 1001b uplift at joint(s) except (jt=lb) 12=512.17=628. 7) This truss design requires that a minimum o17/16" structural woad sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6834 6904 Papa Bast Blvd. Tampa FL 33810 Date: February 28,2019 ,&WARNING•Vetlfy 0esi9n panmelen antl READ NOTES ON TNISAND INCLUDED M1TEx REFERENCEPAGE M147473 m¢ 1W0]/3015 BEFORE USE. Design Asid per use onlywdh MTele®oonnepon.Tbu design la based ony upon patamelers abown, and is (wan individual burning component not e Winsysem BBracigain,maed Wary Nelual devgn panmelenantl py. and entrant bee Istotlesienermuslg of b am breWg does webAxiddioal temporary ie lepnwmeudJmgot individual Wsa webaMlm cbodmy buildingdesign.eslgn.Bnedl MiTek' Forgeapeelpade4laryaMpnmaneM for Stair and posnses sible damage. Ming Me propertyydSWRI erinew, fiflnuysrequlStorage. syste dameiry, motiopnvnrtmnepsawM s.wen0 rdgeliry Lnrode, 058a9 and BC51au1lding Component daaMblere and gor b ss Fahey SBe89 W radblyin d. Sarerylnbrtnafbn available lino Tmsa Flale Inelaute. 218 N. Lee SUael. Suae312, Atexantlda, VA 22114. rowtio. TMSSRMOn e,218N. eSu.e3l dda,VA Tan4Pade 3East 6610 Tampa. FL 3e6f0 Jab I Truss Truss Type Gty Ply Res.T1639W29 J37415 B13 ManoPitch 1 TDInola b Reference (optional) East coast I russ, FL Pierce. FL-34U46, 8.240 a Dec 6 2018 MTek Industries, Inc Thu Feb 2810:56:01 2019 Page 1 ID:gg9tTGyyYEpaCPjtikvMXzh7Bp-_PzggUgxXZKSCbjE5zgCxaMNRcrEEWKKutgwozgdfS 1-a0 , 6]-p 1298 18-5-11 2488 410-00 I 511-5 I 511-5 62-13 e 3x4 = Sx5 = 3x4 = 3x4 = 44 = Sx5 = 1 035 t80.0 3b11 t&SVVIA � lAd ]S13 I 63t1 I G'1-13 I Scale=1:58.4 Plate Offsets (X,Y)— 18:0-2-8,0-2-121 [12:0-2-40-2-127 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.53 Vert(LL) -0.23 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.39 8-10 >703 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Hoa(CT) -0.04 8 n/a n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 15016 FT=O% LUMBER - TOP CHORD 2X4 SP No.2 BOTCHORD 2X4 SP No.2 WEBS 2X4 SP No.3 `Except' 2-12: 2x6 SP No.2 REACTIONS. (Ib/size) 8=841/0-4-0, 12=977/08-0 Max Hom 12=658(LC 8) Max Uplift 8=645(LC 8), 12=508(LC 8) Max Grav 8=895(LC 13), 12=977(LC 1) BRACING- TOPCHORD Structural woad sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8.6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=265/43, 34=1217/470, 4-6=810/286 BOTCHORD it-12=1039/1166, 10-11=754/953, 8-10=411/525 WEBS 3.11=131/294, 4-11-144/291, 4-10=458/461, 6-10=295/649, 6-8=-824/659, 2-12=222/325, 3-12=11741554 NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) Plates checked fora plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconwrrenl 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=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (R=1D) 8=645,12=508. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albanl PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING -Verify Lesignparamelers and READ NOTES ON THIS ANDINCLUDED MITER REFERENCE PAGEMll4473me IOMNZ015 BEFORE USE. Design Wand for use onlywM InTeM connedora. Thisdesign Is based MIJ upon parameters Mown, and is for an Individual bull" component not a buza syelam use, lice mwryomra NLs design Nto e is t g designermustveMythedUalln bley of dedgrebord ess 7 Bracinged a rnd bre WarosMtlepersonwMand/orMartlmembene.Forgaentgempomryaatlingth. Nbradng MessinessWry.Ad builWapr MiTek' utredforNgl�candispvevcona,n regarding Ne isabvaysre4ulretlforeiNery, andiopreventcoaapsewithpossible Personal INury and pmpenydamage. tavilyinforerega, daWery,ere0d and ANSVAV314.ey CMbde, OSBA9 and BC5l aullding CgmpOneart Fahey Coog.,DS 6906Parbe Fasl BNd. Trussn Stnbnema,see Saferylnhrmelron available from Truss Rafe InMWe, 218 N. Lea Street. Subs ]1z. Alexandria, VA 22316. Mee institute.218 N. led Tampa. FL 36410 Job Truss Truss Type Dry Ply Dincla Res. T16390630 J37415 814 Monopdch 1 1 Job Reference (optional) oem Coeur nuns, n. riems. VL-dnd40. 8.240 a Dec 6201U MiTek Industries, Inc. Thu Feb 2810:56:022019 Paget ID:999tTQyyYEperCPjlil Xzh7Bp-SCVC1grZltSJpklQfgLRUnvXJ09czxZTZYcOSEzgdfR 180 a7.2 11+a 15.a-8 1948 21-8-0 ' 1-ae � state I ass I aao I aao I sae r Stale=1:60.3 5.00 [12 3x4 = 4x8 = 1.4 II 1.4 II Sea = axe II 1-091$8 a,a67-2 11-0d 1549 1s-0-e i0.a9 1 I i Plate Offsets (X Y)- [9:0.2-8 0-9-01 111:0.2-8 0-2-81 [13:0-5-e D-3.41 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Met L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.38 14 >723 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.39 14 e708 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 HOrz(CT) -0.28 9 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 175 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-16: 2x6 SP No.2 REACTIONS. (lb/size) 9=958/04-0, 16=1056/0.8-0 Max Horz 16=658(LC 8) Max Uplift 9=-717(LC 8), 16=557(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid Ceiling directly applied. WEBS 1 Row at midpt 8-9, 7-10. 8-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 23=1495/599, 3-4=-3608/2329, 4-6=1810/1008, 6�7=903/453, 7-8=924/607, 8-9=901/747 BOT CHORD 15-16=586/188, 12-13=2598/3339, 11-12=-1231/1646 WEBS 4-13=-856/1183, 2-16=955/603, 2-15=515/1252, 315=954/855, 7-11=-268/342, 4-12=-1829/1478,6-12=-517/847,6-11=1122/824,13-15=-1253/1524,3-13=1504/1995, 8-11=1049/1365 NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=451t; L=24ft; eave=4fi; Cal. II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=717, 16=557. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 30 It, up at 12-4-8. 50 lb down and 30 Ito up at 14-4-8. and 50 lb down and 301b up at 164-8, and 50 Is down and 30 lb up at 18-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=54, 14-17=20, 11-13=20, 9-10=.20 Thomas A. Albani PE No.39380 MiTek USA, Ing. FL Cart 6034 6904 Perks East Blvd. Tampa FL 33610 Dale: February 28,2019 ®WARNING - Verity design Parameters antl READ NOTES ON THIGANO INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1d'03/2015 BEFORE USE. ' Design valid for use only wine MTek® connamem. Tail design is based only upon parameters shown, and is for an individual building componem, nor a truss Singing. Before use, nee building designer must vent' true appaoabl0y of deep parameters and Papery unniagrar, Vies design into nee overall buildingdesgn. Bracing indicated is to prevent boolibi of individual truss web singer choa members pelt, Addaiondl mporaryeMPmnembmung MiTek' Is allays required for stability and to private collapse with po vNe personalkjury and property damage. Forgeneal guldance repoli g th t fabdcago0,storage,delivery. eredion and bratilg ofbusses and Wss systems. me AIgSVTRlf Cuddy Caged., DS649 and B= Building Component 6910a parka East Blvd. Seatyfa degrodsm available Wm Truss plate Insmim.3/8 N. Lee aged, SuAe 312, Alexandra, VA32314. Tampa, FL 36610 J b ' Truss Truss Type Oty Ply Dinola Res. T16390630 J37415 B14 MonopOTh 1 1 Job Reference (optional) was, Ft. Pierce, I-L-34946, LOADCASE(S) Standard Concentrated Loads (lb) Vert: 20=50(F) 21=50(F) 22=50(F) 23=50(F) 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 2810:56:02 2019 Page 2 ID:9g9tTQyyTEperCPjtiKVMXzh?BpScVC1 grZltSJpklQfgLRUnvXJ09czvZTZVcOSEzgdfR WARNING -Verify deai9nparamwers antl READ NOTES ON THISANDINCLUDED MITEK REFERENCE PAGEMIh7472 rev. towd3as 5 BEFORE USE. Design Valid for use only wlh MiTekW Corrosions. This design is based only upon promises shown, and is for an Ind Wheal building component, net a Was system. Before use, Met building designer must V aRythe applicability of dodge parameters and property incorporate Nis deign into the overall buildingdeslgrt Boeing indicated is to prewar buckling of ineMtlual Miss web andlor Hood members only. Adddianalace"mryandpermaneMDracing MiTek' isalwaysrequired Mr MabiByandtopreweM.naps.withp..ibleperwM hjwyandpmpedydamage. Forgeneralguidancoregardingthe fabdcaboo, stooge, delivery, erection and boring of Vusses and truss Wastes. we ANSVT tDaadityComda, DSB49 and SCSI Building Component 6904 Pahe East BAN. Saf.O'rnformarlon avdlable from Truss Plate lnal l., 218 N. Lee Sheet, Sude 312. Neyom e, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Dinola Res. T16390631 J37415 B15 Half Hip 1 1 Job Reference (optional) caawum, uusa, rs.. rrema, rL- .waao, 8.24U S UBe 82U18 Ml fex Industries, Inc. Thu Feb 28 10:55:03 2019 Page 1 ID:9g9tTQyyYEperCPltikvMXzh?Bp-wo3aF9sB2BaARusdDOsgO?SidQVuiNXdoBMx?hzgdfQ ' faa s1t-aB 5aaW i 23aI28 ' d 6x5 = 3x4 = Scale=1:59.9 San FIF 8 9 3z4 = 4,8 = ix4 II 1x4 II 34 II 3xfi 11 3x8 = I 1ok" 86p %q I 48 I 19a9 2a.'i0 t52 '1SdA �cn { les Plate Offsets (X Y)- ry3:0-2-8 0-2-8) ry5:0.5-6 0381 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.40 16 >683 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 16 >671 180 BCLL 0.0 ' Rep Stress [nor NO WE 0.83 Horz(CT) -0.29 10 Na ma BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 2001b FT=O% LUMBER - TOP CHORD 2X4 SP ND.2 BOT CHORD 2z4 SP Ne.2 WEBS 2x4 SO No.3'Excepr 2-18: 2x6 SO No.2 REACTIONS. lb/size) 10=958/04-0, 18=1056/0-" Max Hoe 18=624(LC 8) Max Uplift 10=-702(LC 8), 18=572(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpl 9-10. 8-11. 9-11, 7-12, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -Ail farces 250(lb) or less except when shown. TOP CHORD 2-3=-1486/629, 3-4=35932336, 4-6=1813/1044, 67=900/483, 7-8=906/609, 9-10=-897/640 BOT CHORD 17-18=-522/151, 14-15=-2582/3325, 13-14=1228/1647 WEBS 8-11=9227769, 9.11=597/839, 2-18=959/581, 2-17=588/1310, 3-17=879/798, 4-15=-815/1147, 7-13=232/287, 4-14=1813/1464, 6-14=519851, 6-13=1132/836, 15-17=1207/1461, 3-15=1488/1988, 8-13=1026/1346 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Ops1; h=27ft; B=45ft; L=24ft; eave=41ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (dimctonap; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed fora 10.0 psf bottom chord live load nonooncument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 Ib uplift at joMt(s) except (jt=lb) 10=702,18=572. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 12" gypsum sheetrock be applied directly to the bottom chord. 8) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 501b down and 421b up at 12-4-8, 501b down and 42 Ib up at 14-4-8. and 501b down and 42lb up at 16-4-8. and 5010 down and 4216 up at 18-4-8 on bottom chord. The desigmselection of such Connection devices) 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). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undone Loads (pit) Vert: 1-8=54, 8.9=54, 1 E79=20, 13-15=-20, 10.12=20 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 11634 $904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-0473ree IWOUG015 BEFORE USE. Design vdid foruse any cash NTek® connmtors. The design is based ony upon parameters shown, and is for an Indioduai bulling component, not ?Val a tmu system. Before use, me building designer must very the apprirabirity 0 design reminders and property incoryordte Ws design into the overall buiMingdesgn. BreaingbmiWa isto Pme nt Wu gof NdMdualtmuwebm&wOodmembersany.Add'aiondtemporaryandpermanmdbra6mg MiTek' Is arrays required! for ability and to Prevem corapeewah possible personal lativand pmpery damage. Forgeneraguidanceregardingthe Moreover, dorage.delivery,emotion and bmdng oftruues and buss"ems,see ANSU7P/f quality Clkeria, DS8a9 and SCSI Building Component 6904 Parke East Blvd. Seretylnyolmatlon available from Truss Plate lnaW0.218 N Lee Seed, S.Ae 312, AMxsMddx VA 223I4. Tampa, FL seen J ob r Truss Truss Type Dty Ply pin IsRes. T16390631 J37415 B15 Half Hip 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 2810:56:03 2019 Page t ID:9g91TDyyVEperCPjtiWMXzh?Bpwo3aF9sB2Be RusdOOsgO?SidOVuiNXdoBMx?hzgdfD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 22=-50(F) 23=50(F) 24=50(F) 25=-50(F) ®WARNING - Verity Cesi9n1arameleraand READ NOTES ON THS AND INCLUDED MITEXREFERENCE PAGE MIIJ473 rev. 101034015 BEFORE USE. valid refuse only with MTek® connemols. This design Is based or y uponparameters Mean, and is for an individual Wilding component not metDesign a emu system. Before use, the Writing designer must very the Applicability of design parameters and properlyinmrydrate this design We me overall buikingdesgn. BmcingilMicaledistopraverdbuc gMNdmdual Wssweb or&oMmembemwy. Addroonattemporaryandpermanembracing MiTeW Is always required mr stabiNy ended prevent scraped win possible Demand! injuryand pmpedy damage. Forger al pWaNm iegan ing me fabdration.Momge,dervery.emWonandbmdngof Goswsambss Wgems.ue ANSUTP11 trusib,Cd(atla, 11549d9 and BCSt Buflding Compdmnt 691 Parke East Blvd. Sm"Ire ormafldn availabb fmm Tmss Plate Inmate, 218 N. Lsw Slmet Suta 312 Ne dda, VA 22314. Tampa, FL 36610 Sob Truss City Ply Dmola Res.T16390632 FHmTye J3]475 B16 1 1 Job Reference (optional) rr. nerve. FL ereao, 8.240 s Dec 5 2018 MITek Industries, Inc. Thu Feb 2810:56:03 2019 Page 1 ID:9ggtTCiyyYEpaCPjliA MXzh?Bp-wo3aF9sB2BaARusdDOsgO?SIXOVviNYdoBMx?hzgctfCi �1$a a950 ( 11J-a 1 o 1348 3130 i xsae � 1bB 438 54g 440 4-0.0 1-10.8 3Sa 5x5 = 3x4 = Scale =1:54A -..., r.- 1.4 II 8 9 6 3x4 = 3x6 II 4xa = 1x4 II tx4 II axe = 3x8 II 1d81-�-y 0.0.0 114-0 15d8 190.8 2 p 24&8 1+ua+0 0.3a Sd.B I Plate Offsets (X,Y)- (4:0-2-0Edae] rl3:0-2-8 0-2-121 115'0-5-8 Od-81 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (lot) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.41 16 >672 240 MT20 244/190 TCLL Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 16 > 180 0.0 BCLL 0.0 ' Rep Stress [nor NO We 0.83 Ho_ICT) -0.32 10 We Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 193 lb FT=O% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 2-18: 2x6 SP No.2 REACTIONS. (lb/size) 10=958/0-4-0, 18=1056/0-8-0 Max Horz 18=570(LC 8) Max Uplift 10=-680(LC 8), 18=593(LC 8) BRACING - TOP CHORD Structural woad sheathing directly applied, except end verticals. BOTCHORD Rigid telling directly applied. WEBS 1 Raw at midpt 9-10. 8-11. 9-11. 7-12 FORCES. (Ib)-Max. Comp.IMaz. Ten. - All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=1486/669, 3-5=-3591/2363, 5-6=1815/1090, 6-7=896/526, 7-8=864/608, B-9=302/217, 9-10=927/693 BOT CHORD 17-18=-473/146, 14-15=2553/3324, 13-14=1218/1651 WEBS 8-11=12371977. 9-11=-638/887, 2-18=959/601, 2-17=620/1311, 3-17=880/794, 5-15=-803/1147,5-14=-1808/1444,6-14=512/848,6-13=1148/846, 15-17=118811461, 3-15=-1476/1986, 11-13=403/556, 6-13=1133/1504 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft;Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 10=680,18=593. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrack be applied directly to the bottom chord. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 50 Its down and 42 lb up at 12-4-8. 50 Do down and 42 Its up at 14-4-8, and 50 lb down and 42 Its up at 16-0-B, and 50 lb down and 42 lb up at 184-8 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 (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=54, 8-9=54, 16-19=-20, 13-15=-20, 10-12=20 Thomas A. Albani PE No.39380 MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 &WARNING -Verify devgnpanmee and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGEMII-7473.. f0/03/1015 BEFORE USE. * Desgn uee ontywtlh component, nth buldi con Ibis design is based only upon parameters shown, and is for anox,xm I�TS�" ITS I' system. a sneer Designermust, design design parameters end es M�corporeta NIedesignadotheoverall e this abusssystem.Beforeuse,theod is W d muchaapal truss w b Nor bers only. eNbracing buildinglmound o toprefectcollapse WOW oBUWing popmemmage..rgenenaltamponryentlingthe ondfor stintlicand and to coaaps web Desstle personal hur smut s, Ssientl property damage. Is always requ rage. aid ashes, ualfty Corona, DWmgAi dG0e fabnwtieferstagq tle gablenp Truss RMOlnng oRWe.21 aMtrus&MM.Suke3i ANSVA2Ml4elBy Lrlrona, OSB419 and BLSl Building Component and to thuses ss truss SareylMarmeaon ava0able ham Truss Plate InslaNe.218 N Lee Street, Suae 312 Alexantlda, VA22314. East Blvd. Ta04Parke Tampa, FL 36610 Job Truss Truss Type pry Ply Dinola Res. T76390632 J37415 B16 Her Hip 1 1 Job Reference (optional) East Coast Tluss, Ft. Pierce, FL-34946. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 22=-50(F) 23=50(F) 24=50(F) 25=50(F) 8.240 s Dee 6 2018 MiTek Industries, Inc. Thu Feb 2810:56:04 2019 Page 2 ID:9g91T0yyyEperCPltilwMXzh7Bp-0 dySVtppUil32Rpn5OvZC tHgr8RgomOr5UX7zgd(P ®WARNING -Vmlfy deslgnparametNs and READ NOTES ON TMS ANDINOLUDED MITEN REFERENCE PAGE MIP7473 rev. 1=11015 BEFORE USE. ' Design valid Infuse onywM Mmemsennnenam. This design Is based any uponparamsers shown, and Is foren imiW uo bsulln component no a Imu system. Before use, the buildNg depynef rrwtvedy Me applicability of deep parameters and proper NW"nos Ws design Wo Oe ovmall bWMingdesign. Brseing indicate0lslo prevent buckling of NdMdual Wssweb mNm Nob member ony. Addmonatemporayandperromentbracing MiTek' Isar reguhdfmslabUya dlopmva mnapsewMmsvbiepemmliryuymdpmperdamage. ForgenarelguNarrteregsding Ne fabdTallon, sore99e, defvey, erection and bracing oftmsses and truss sysems,see ANSUTP11 Quality Cdfeds, DS849 and SCSI Building Comxnionl Sofeylnfor, no available hem Truss Plate lnsleWe, 216 N. Lea Strael.9W1e 312 PIeuMda, VA 2914. 6904 Pence East BIW. Tampa, FL 36610 J b Truss Truss Type Qty Ply Dinola Res. T76390633 J37415 817 Hall Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierre, Ft. -34946. 5.00 AT 8.240 s Dec 6 2018 MiTek industries. Inc. Thu Feb 2810:56:04 2019 4x4 = Soda = Scale =1:49.8 3x4 = 5x5 = 3x4 = Bea = 44 II M1$B 11-0-0 1Lm 24-85 i-0-ea<b 9-18 110 M a6e Plate Offsets (X,Y)- 18:Edge 0-35] 19:0-4-0 0-3-0] (11:0-2-0 0-3-0I LOADING (psf)TR PACING- 2-0-0 Cal. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0late Grip DOL 1.25 TC 0.65 Vert(L-) -0.21 9-10 >999 240 MT20 244/190 TCDL 7.0umber DOL 1.25 BC 0.76 Vert(CT) -0.34 9.10 >798 180 BCLL 0.0ep Stress Ina YES WB 0.72 Ho2(CT) -0.03 8 n/a n/a BCDL 10.0ode FBC2017rrP12014 Matrix -AS Weight: 153 to FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2i4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 *Except* WEBS 7-8: 2x4 SP No.2, 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 8=841/04 .0, 11=977/0-8-0 Max Horz 11=613(LC 7) Max Uplift 8=557(LC 5), 11=636(LC 8) Max Grant 8=923(LC 13). 11=977(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=318/0, 2-3=322/101, M5 1155/710, 5-6=543/437, 6.7=-059/428, 7-8=-856/569 BOTCHORD 1-11=01271, 10-11=811/1281, 9.10=543/812 WEBS 3-10=274/404, 5-10=210/525, 6-9=56/253, 5.9=582/522, 7-9=446/858, 2-11=275/426, 3-11=1076/729 Structural Wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 7-8. 3-11 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsl; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions[); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent 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 = IO.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (]t=1b) 8=557,11=636. - 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom Chord. Thomas A, Albani PE N09380 MiTek USA, Inc, FL Celt 6634 6004 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ® WARNING -Verd design parameters and READ NOTES ON THIS AND INCLUDEDMITEKREFERENCE PAGE MI4I45`3rev. 1"312015 BEFORE USE �*BRl DeSigevaM trust, on"M WTek®oo ..MR. This diul, IS based ony upon parameters sham, end is for an IndiNdu d building component net Mal, atrusssysteme,0 . Before ussabesmve tingdesignerusldtlcam ythe eppbilily.foesp parameters and pmpedydarf, rste Nisdesignmw me overall -.Y� bulldingdesign. BMChgiNk edlstOPMM46uck gofmdMdual WSSwebandarchommembetsany. AdUNonaltemporaryandpennanem Mating MiTek' IS always retuned for slabiNy and to prevemco0apas with pos9Ne personal inj uyand propeM damage. For general guidanw regeoliig Ne Mfi =eon.eomge,delivery,ere nmdbmUngoftmsseSeMwss WMem,see ANSOTPH QuaId,CMeda, DSB89 and BCSI Building Component Selefylrrlormag0n available Sam Truss Rate Seattle, 218 N. Lee Steel, Suae312, Alexandra, VA22314. 6904 parka East BM. Tampa, FL 34610 b l Truss Truss Type Oty Ply Oirmla Res. T76391K34 J37415 818 Half Hip 7 1 Job Reference (optimal) =ea s.oax n. rleme, rl. - 44B4p, 8.240 s DEC 6 2018 MiTek Industnes, Inc Thu Feb 28 10:56:05 2019 Page 1 ID:9g9tTOyyYEpaCPjtiWMXN7Bp-sBALgftRaoqugC07Kpv860X_7D D1 ALKwFV232zgdfO 14LB B4)-0 1"-0 173-0 2441A —18E I G3-B I 76 1-g-0 I 74i41 Sx5 = Srale=1:0.2 3x8 = 3x4 5x5 = sx4 = 3x4 = 3x8 = 4,10 II 1-481 114)-0 8.an17-3-0 260-0 24448 ' tea 9-341 I I p.M I e.R a I Plate Offsets (X,Y)— (7:Edge 0-3-81 I11:0-2-0 0-3-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) -0.22 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.36 8-10 >759 180 BCLL 0.0 Rep Stress Ina YES WB 0.62 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 150 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Excepl' WEBS 1Row at midpt 6-7,3-11 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=841/0-40, 11=977/0b0 Max Harz 11=550(LC7) Max Uplift 7=591(LC 5), 11=640(LC 8) Max Gmv 7=846(LC 13). 11=977(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=317/0, 2-3=320/100, 3-4=1155/720, 4-5=526/448, 5-6=-471/406, 6-7=832J572 BOT CHORD 1-11=0/270, iP11=826/1266,8-10=570/798 WEBS 3.10=274/404, 4-10=211/529, 2-11=275/427, 3-11=-1078/739, 5-8=169/323, 4-8=525/464, 6-8=-399/801 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=27f; B=45R; L=24ft; eave=411; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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-" tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 I6 uplift atjoint(s) except (jt=lb) 7=591. 11=640. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ThomasA Albanl PE No.39330 MTek USA, Inc. FL Cart 8034 6904 Parke East Blvd. Tampa FL 33810 Data: February 28,2019 ®WARNING - Vanlydssnnpanmerersand READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGEMII-7473 .. 1 WON2015 BEFORE USE. ' Design valld for Ilse enlywith MTeaconneatam. Thla design IS toned only upon,wamM9a abpMT, and 19 rar an IndfiMUal bYlN llg Cnmpnnenl. not abunsystem. Beloit use, the bWd'mgdespnermuMl rytheappfibiayofdesgn pammetesandproperlymcorp"89is designmotheocean buildingdenign.B=hgiMiratedlslopaventbuWingafindWk.I lsswebendror O,ommembeaonry Add4unaltampoary.nd NorsneNbaGng MiTek' Is allays requkedfor stability and to paventCollapse wan ounce personal lnjuryand properly damage. Forgenealguidelkeaganingthe fabrlovan,storage, delo,ery, enscAn and bradrg ofeusses and truss systems,see ANSIvTPIf Duagty Cdteda, DS849 and BCS/ BUllding Component 6904 Parke East End. Sef iviahsmlatlon avaeabb Irrnn Tmss Rate Inslitma, 219 N. Lee Steel, Bute a11, Alexandria, VA 22316. Tampa, a 36610 job Truss Truss Type Dry Ply Dmola Res. T16390635 J37415 B79 Half Hip 1 1 Jab Reference (optional) Isi Iluss, r1. Pierce, rL- 34946, 8.240 s Dec 62018 MiTek Industries, Inc Thu Feb 28 10:55:06 2019 Page 1 ID:9g9tTDyyYEperCPjUMMXzh7Bp-KNKtBu4L6yIIMbCuwONed4A5dYJvnT3U9bbb?zgdfN 1-68 8-0-0k 153 20-0-0 24-BA ' 1-88 63-0 73-0 I 4-9-0 443.8 ' Scale=1:42.7 5x5 = 1x4 II 34 = 3x4 = .xe — as. = 3X9 = 34 II 1-0-81 B-00 11-0-0 753-0 W54 L=-- ' 1-4-8 0-0 638 I 3oa I a_3n I e.gn I exa I Plate Offsets (X,Y)- f11:0-2-4 0-3-01 - - - - LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (too) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) -0.22 8-10 o999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.35 8-10 >785 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.69 Hoa(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight 1451b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2X4 SP N0.3-Except' 2-11: 2x6 SP No.2 REACTIONS. (Ib/sIze) 7=841/04-0, 11=977/0-8-0 Max Horz 11=486(LC7) Max Uplift 7=-020(LC 5). 11=644(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid Calling directly applied. WEBS IRow at midpt 3-11 FORCES. (Ib)-Max. Comp.IMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1.2=-31810, 2-3=322/100, 3-4=1164/727, 4-5=556f454, 5-6=556/454, 6-7=825/615 BOTCHORD 1-11=01271,10-11=-846/7254, 8-10=611/801 WEBS 2-11=276/427, 3-11=-1075/748, 3-10=274/405, 4-10=210/522, 4.8=378/306, 5-8=283I395, 6.8=601/908 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6Dps1%, h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked fora plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 1DO III uplift at joint(s) except (jl=1b) 7=620.11=644. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban[ PE No.39380 MITakUSA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33810 Data: February 28,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 114IIJ473 mv. 10/0312015 BEFORE USE. ass — Design vaad (cruse onywdn MITeteacoMetters. Tuts design is based only open parameters Mown, and Is reran LMmtlual ISISTI9 component, no �• � M a MISS system seems use, Ole building designer must vedytha apphrabilayof deep parameters and pmpeM mcoryerale this design into the OWMI btxdmgdeslgn. Binding lrrNcated lsto prevent SudJng of mtiWdual eussweb enNarchoN member ony. AdtlNonai tempomryaM permanem maWg MiTek' is sways refund for stoolley and to prevent collapse won pos45l, personal mjur and property damage. ForgeneralgUsameregaNingthe fenceRn. e=.Solway. emewei and binding statuettes Miss and ss systemse s,e ANSInral10u.INy Crated., DS"9 and BCSI Building CemPonmrt Sereefammen g mentiblermm Tross Plate Institute.218 N. to street, Sude 31Z Alexandria, VA=14. 6904 Parke East BIM. Tampa, FL=10 J b Truss Truss Type Dry Ply Dinola Res. Ti639f)fi36 J37415 B20 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8.240 a Dec 6 2018 MTek Industries, Inc. Thu Feb 2810:56:06 2019 Page 1 Scale=1:40.9 Sx6 3z4 1.4 4x4 4 5 6 7 3x4 = _� — ''`r — 3.8 = axe II 1-0-8 1 B-0-p 1-0-0 133-0 20-0-0 124bA 1-0-8 6-3A I 3230 1 6.90 1 441-8 Plate Offsets (%,Y)— r4:11-3-0 o-2at t12:D-2-4a3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Odeft laid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.17 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.31 9-11 >896 180 SCLL 0.0 ' Rep Stress Ina YES WE 0.96 Hoa(CT) -0.03 8 n/a rda BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 148 lb FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-12: 2x6 SP NG.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. REACTIONS. (Ib/sme) 8=841/0-4-0, 12=977/0-e-0 Man: Horz 12=423(LC 7) Max Uplift 8=-645(LC 5), 12=647(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=317/0, 2-3=360/149, 3-4=11571730, 4-5=915/696, 5-6=612/479, 6-7=612/479, 7-8=-8141644 BOT CHORD 1-12=26/273, 11-12=859/1197, 9-11=703/855 WEBS 4-11=85/300, 2-12=319/479, 3.12=1022/679, 3-11=217/333, 5.9=-363/293, 6-9=276/394, 7-9=664/925 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=6.0psf h=27ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members, with BCDL = 10.0pst. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except (jt=lb) 8=645,12=647. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas& Albani PE No.39380 MTek USA, Ina FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING- Vanity Geel9npaTamelers and READ NOTES ON DOS AND INCLUDED MITEK REFERENCE PAGE1411-7473rev. 10/0=015 BEFORE USE. Design vaild for use onlywM MTek& cornecMe. This design Is based only upon parameters shown, end Is for an IIIONHual bullEYlg eOmponem net ��• stores synem.Before use Me balding designer must wNythe apparAbiNyofdesigi palanlmars and proper, n000porNe Ws ill into Me overall -•Y bwldNgdoegn. Masons indicated is to prevent bucking of lndidduaitmss web anchor Urmd members only. Adddbnaitemporariandpermanambraoing MiTek' Is area,a required for stability andto prevent collapse with possible persmiat injury and property darraga. Forgenerelgailanceregenfing Ne fabdmllon.stor+ge,dewq.emWonwdbmcingoftmssesoMMsssynems.sea ANSU tDuaiiWCtlMda,DSB49andaCSl Bulldin9Component 6904 Pella Eon Blvd. SaMylnbrmatlAn avagable ham Truss Plate Innaute, 218 R Lea SIreeL Suae 31t AlexandM, VA 22314. Tampa. FL 36610 ob Truss Truss Type Qy Ply Dinola Res. T76390637 J37415 B21 Haff Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8.240 s Dee 62018 MTek Industries, Inc. Thu Feb 28 10:56:07 2019 Pagel ID:9ggtTOyyYEpaCPjtiWMXzh?Bp- Z155Xvi6P4cwWAOSExcBrrRF1uUeA90ipK98SzgdiM 1bA 8-0-0 113-0 155-0 203-0 24343 143$ I 8343 I 33-0 43-0 I 4-10 I N 5x5 = 1s 3x4 = 5 Scale =1:40 9 1.4 II 4x4 = 3x4 = 3x8 = 5x10 = yy I 11-3-0 2034) 1-0A I Al 1-0-8 0118-8 9fiE 9-0-0 Al Plate Offsets (X Y)— 14:0-2-8 D-2-71 19:0-3-8 0-3-0j [11:0-2-4 0-3-0] LOADING (psi)_ SPACING- 2-0-0 CSI. DEFL. in (too) Men Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(L-) -0.121D-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.2510-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.92 Hom(CT) -0.04 8 ma n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 1401b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExcepP 2-11: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (Itateze) 8=841/0-4-0, 11=977/0-8-0 Max Horz 11=360(LC 7) Max Uplift 8=-666(LC 5), 11=650(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 1-2=-338/8, 2-3=-407/172, 3-4=11551731, 4-5=1016/699, 5-6=681/507, 6-7=695/521, 7-8=812/669 BOT CHORD 1-11=-47/314, 10-11=887/1140, 9-10=851/972 WEBS 3-10=169/271, 4-10=113/286, 2-11=341/513, 3-11=-975/649, 5-9=-021/379, 6-9=260/371, 7-9=7531988 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; VuN=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=27n; B=45ft; L=24n; eave=41t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent 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 (p=lb) 8=666,11=650. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheebpck be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Can 66M 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Verity tlesignparamerers and READ NOTES ON TNISAND INCLUDED MITEK REFERENCE PAGE M11-0473 rev. 10/034015 BEFORE USE Design void for vise onywah MTek®connedors.Tbis design is based only upon parameters shown, and Is fora" indAdual buadirg compokeM, net abuessymem.Beferause,the bunking designer muedvenfythe appliceilby ofdesign parameters andpmpeMincorPoste Nisdesign inktheave211 builSngdesign.B=MgiMi=edistopmwMburkingof MdMdual Wssweba&wm oMmembemeny. MOanaltemp andpermaneMbmcng MiTek' is always required forsiabilily and to prewri collapse web possible personal injuryand property damage. Forgenealgukanceregardingthe lebduaon,usage. delims,emotin and black, oftneses and truss systems, see ANSUTRIQuoUyCada,DS"9and BCSIBulldrng Component Eli Pans East BM1. Safiylnkrmagon avalableamn Trussplate Ins e,218N.Lee Bbeeb Suae3lZAlexendfa,VA22314. Tampa, FL Gal Jab Truss Truss Type Qty Ply Dinola Res. T76390638 J37415 822 Half Hip 1 1 Jab Reference (optional) _ teat Goasa Iwas, FL Fla., 1-L-:14946, 8.240 a UBC 6 Zulu MI I eK IOC. nubeD2emaSu6201S Paget Scale=141.7 5x5 — 1x4 II 3x4 = 3xd = 4 17 18 5 6 7 3x4 = axe II 4x8 = 3x4 = Us = y 8 = 34 II 1-68 1 8-0-0 8-0-0 430 11-0.0 20-0-0 24&e 1-0A 438 I M 130 1-- 9-00 48d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deti L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 9-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.32 9-11 >850 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.52 Horz(CT) -0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1341b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP ND.3'Except' 2-13: 2x6 SP No.2 REACTIONS. (Ib/size) 8=841/04-0, 13=977/0-8-0 Max Hoa 13=296(LC 7) Max Uplift 8=-057(LC 5), 13=652(LC 8) FORCES. (lb) - Max. Comp./Max. Ten, -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1292r752, 3-4-12611842, 45=11821760, 5-6=833/567, 6-7=833/567, 7-8=815/659 BOTCHORD 12-13=-316/211,11-12=826/1106,9-11=-1003/1190 WEBS 5-9=472/431, 6-9=236/336, 7-9=784/1076, 4-11=49/265, 2-12=626/1082, 2-13=874/679 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf. h=27ft; B=45ft; L=2411; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end ver ical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree notation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwment 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-" 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 1001b uplift atjoint(s) except (jt=lb) 8=657. 13=652. 8) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Ino.'FL Cert 8834 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Verily design parameters and READ NOTES ON TI S AND INCLUDED MITEK REFERENCE PAGE MI1-I473 rev, 10103rz015 BEFORE USE. Design veld Wass only wan MineWconnedore. This design is based only upon patamelers shown, and is Wan individual bottling component, not a Wsa syslvm Before use, Ule bWldmg designer munverythe apptirabiliy ofdesgn parameters and progeny incorporate Nis design into the pwrall Inwidingdeaign. Bracing indioffied is to prevent bucking of indmdual man web aMnor Cod members ony. Malknil temporary and permaneed bracing MiTek- isalways requireder stability and to prevod Collapse wilt possible personal injury and proper, damage. Forgenedguidanwregandirgthe fabdouldn,storage, densery, eredlon and boating oftesses ant truss systems. see ANSM11 Dowdily Cdreda. DS"9 and SCSI Building Component 6904 Peeks East BNtl. SWeIylnlwmadon a bblefrom TmssPlata Institute,218N.Lee Sheet.S 4e312.Alexandra,VA22J14. Tampa. FL 381610 Job Truss Truss Type Oy Ply Dinola Res. T16390639 J37415 B23G Hall Hip Girder t 1 Job Reference (optional) azAUsuec ozulumueKMCUsmes,mc. nureDzelux:UUzma I'agel ID:99gtTQyyYEpaCPjUWMX7h7Bp-lyOrVDxye1 UK9pKnZez4GGijnraV66ZVA7pFCKzgmK 1 1-as R21 n4u 15-n-12438 i 2o-34 24414 1-a8 54i� 454 � 438 � 4-5-4 I NAILED NAILED NAILED 48 = NAI_ LED 3x4 NAILED 1x4 11 NAILED 5.00 12 3 18 194 20 21 5 22 Scale =141.7 NAILED 3%4 =NAILED NAILED 4x4 23 6 24 25 7 3x4 34 11 5x5 = WULa. 3x4 = WiLtu 31 = NAILGU 3x4 = WILED WALED 34 II NAILED NAILED NAILED 4x4 = 14-61)e-e 7so 1 11a-4 IL11-12 1 2a34 z4e-6 1.49 6b U.2 Lie Plate Offsets (X,Y)— [3:0-5-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.23 11-12 -999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.2411-12 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.80 Horz(CT) -0.05 8 n/a nm BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 133 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExcepP BOTCHORD 2-14: 2x6 SP No.2 REACTIONS. (lb/size) 8=144410-4-0, 14=143110-8-0 Max Horz 14=233(LC 7) Max Uplift 8=-1083(LC 5), 14=1054(LC 8) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-2224/1553, 34=2711/1983, 45=2587/1879, 5.6=2587/1879, 6-7=1722/1274, 7-8=-1372/1108 BOT CHORD 13-14=343/304, 12-13=1506/1990, 11-12=2048/2711, 9-11=-1335/1722 WEBS 3-12=-659/927, 412=363/459, 5-11=376/488, 6.11=784/1063, 6-9=1043/1009, 7-9=-1552/2078, 2-14=1322/1119,2-13=-1255/1797 Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals. Rigid ceiling directly applied or 4-1-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf h=27ft; B=4511; L=24ft; eave=oft; Cat. 11; ESP C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconwrrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard 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 100lb uplift atjoint(s) except Gt=lb) 8=1083,14=1054. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.251 toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 103 Ib up at 7-3-0 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). LOAD CASE(S) Standard 1) Dead +Rout Use (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=54, 3-7=54, 8-15=20 Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MIP7473 rev. f0/0312015 BEFORE USE. Design valid fcr use onywan MRek®wnnecto s. This design is based any upon parameters shown, and Is fa an inavldual building componen4 Seaa FYN Was system. Beforeuse, the building designer mustvenrythe apirkwbildy ddedgn larmeters and propertymcoToate Nis design into Me oveali buildingdesign. Baling indicated isto prevent barking ofmdhidual bussweb andlorUmN members ony. dn Addiional temporary and peaned bracing MiTek' Is always required for Stability and to preverd cagapes with possible personal injury and Property damage. Forgenealguidameregardingthe fabncagon,storage,delivery,eredionandbradngoin.s.mnuasyetems,see ANSUTPif Dually Carted, DS11419 and BCSI Building Component 6904 Parke East BM. SeWylnlormeflon avagable hum Truss Plate InelaNe, 218 N. Lee SaeeL Sude llIZ Alexandria• VAMIC Tampa. R 36310 job Truss Truss Type Oty Pty Dirwla Res. T163917639 J37415 B23G Half Hip Girder 1 1 Jab Reference (optional) test coast l ru99, FL Pierce, FL-34946, 8.240 a Dec 6 2018 MiTek Industries, Inc. Thu Feb 2610:56:09 2019 Page 2 ID:9g9tT0yyYEperCPjtiMMXzh?Bp-IyOrVDxye1 LK9pKnZez4GGijnraV66ZVA7pFCKzgdfK LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=75(B) 13=11 O(B) 18=-75(B) 19=-75(B) 20=75(1!1) 21=75(B) 22=75(1]1) 23=75(1]1) 24=-75(B) 25=75(8) 26=34(B) 27=34(11) 28=-34(3) 29=34(B) 30=34(B) 31=34(B) 32=-34(B) 33=34(B) ®WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M114473mv. 10103R015 BEFORE USE. Benign valid for use onlywM MTeM connections. Tits design Is based only upon parameters shown, and Is for an indi idual building component, net a buss system. Before use, the bulking designer must veriy the appli abildy of desgn parameters and pmyerly Incirwin to Nis design Into the overeg buikingdesign. Bmdng indicated is to preuem bucking W individual Was web andfor choN members arty. AddCienaltempomryandpmmanerdbrecing MiTek_ is always repuhedfor stability and to prawm mYapse with possiNe personal injury and pmpary damage. Forgenemlguidan mgagDMNe hbnralion,Somge,deW g.emWonandbmdng MtmuesaMk sssystems,see ANSUTP11 Quality Cranna, DSBA9 and SCSI Building Component 6904 Parke East BNd. Sefeylnformetion avalableham Toss Plate InsdB e,218N.I.aw&mrt S do Sl2,Nmndda,VA22314. Tampa, FL MI job ITruss Truss Type Oty Ply Dinola Res. T16390640 J37415 C01G Hall Hip Girder 1 1 Job Reference (optional) East Coast Iwas, Ft. Vmlce, 1-L-34B4B, 8.240 s Dee 62018 MTek Industries, Inc Thu Feb 2810:56:102019 Pagel ID:9g9tTQWYEperCPjtilwMXzh7Bp-DB_EjZxaPKTBnm7MUJpTEyUEOArfAfPnZpinzgdfJ TM 0.7-2 -04M 3112 32 Style =1.25.0 NAILED NAILED 4x8 = _ NAILED 1x4 II NAILED 3x6 3 13 14 4 15 16 5 34 11 NAILED 143$ 7-3-0 10.7-12 14-0-8 im5b-6 3-0-12 1 3-0-12 Plate Offsets (X Y)- 13:0-5-4 0-2-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(ILL) 0.03 8 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 8.9 -999 180 BCLL 0.0 ' Rep Stress [nor NO WE 0.33 Hom(CT) -0.01 6 nits Ora BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 791b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' BOT CHORD 5-6,2-9: 2x6 SP No.2 REACTIONS. (lb/size) 6=758/0-8-0, 9=777/D-8-0 Max Hone 9=233(LC 7) Max Uplift 6=591(LC 5). 9=-599(LC 8) FORCES. (lb) - Max. Camp.(Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=935/660, 3-4=638/539, 4-5=638/539, 5-6=-707/608 BOTCHORD 8-9=-290/241, 7A=6731842 WEBS 3-8=0/280, 3-7=277/171, 4-7=327/436, 5-7=678/859, 2-9=-696/689, 2-8=-481/686 Structural wood sheathing directly applied or 5.8-10 oc purlins, except end verticals. Rigid riling directly applied or 10-0-0oc bracing, Except: 7-2-6 oc bracing: 7-8. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=6.Opsf, h=27ft; B=451t; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directions]); cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 take 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 (p=1b) 6=591, 9=599. 7) "NAILED" indicates 3.1Od (0.148"x3y or 3-12d (0.148"x3.251 toe -nails per NDS gu[dlines. 8) Hanger(s) or other Connection dev[ce(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 112 Ib up at 7-3-0, and 54 Ib down at 7-5.4 on bottom chord. The desigNselection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead. Roof Live (balanced): Lumber Increase al.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=54, 6-10=20 Concentrated Loads (lb) Vert: 8-110(F) 3=75(F) 13-75(F) 14=-75(F) 15-75(F)17=34(F) 18-34(F) 19-34(F) Thomas A Albani PE No.39380 MTek USA Inc. FL Cart 8B34 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Venly design paremefen and READ NOTES ON TMSAND INCLUDED MITEK REFERENCE PAGE MIPW2 rev. 10N311015 BEFORE USE. Designvalidforuw4nywah MTeMbwnne m.Tnisdesigni3based DoryuponpammMemsnows,andisfwaniwiNdualwddil wmponem,not HT I� strusssystem. Before use, IhebwMing designermaevedy Ne appgwbialyoldevgn paramelemand properlylnwryorelethisdeslgn NxotheawroA huildingdesign. Bracing indirated is to prevent buckling of0almdual Wss web anther chord members dory. lWONonaltempo2ryandpermadmatbracing WOW is always reamed lot stability and to pmverd overeat with possible personal Injury and property damage. Forgenerelpelanceregardinglhe fabd.lion,st4mge,deliv .eMd nmdbmdngof WswsarM sssyAems,ne ANSVTP11 Quality Crimda, DSBA9 and BCSI Building Component eager Pads Fast Bh<. Seferylnrormadon awilablehwn Truss PIMOlns We.210N.Lee56eO., he312,NexandM,VA22314. Tampa. FL 36610 ob Truss Truss Type Div Ply Drools Res. T16390641 J37415 CO2 Haff Hip 1 1 Job Reference (optional) test Uoam I mss, FL Pierce, FL - 34946, 8.240 a Dec 6 2018 MiTek Industries, Inc Thu Feb 28 10:56:112019 Page 1 ID:9g9tTOyyYEperCPjtihvMXzh?Bp-hLYcuuyCAeb2O7U9h30YLhnA_eLVa9zodRIMHDzgdO 143-8 4-11-6 9-3-0 14-0-8 1458 I &2-14 I 4310 I 4-9 l 44 = 3x6 = 4 12 5 Scale=126.0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in floc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 Hoa(CT) -0.01 6 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 79 lb FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural WCotl sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' 5-6,2-8: 2x6 SP No.2 REACTIONS. (lb/size) 6=439/0-e-0, 8=583/0-8-0 Max Horz 8=296(LC 7) Max Uplift 6=330(LC 5). 8=416(LC 8) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 2501 or less except when shown. TOP CHORD 3-4=-422/263, 4-5=344/289, 5-6=-407/340 BOT CHORD 7-8=-415/496 WEBS 5-7=260/431, 3-8=523/487 NOTES. 1)_ Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6Dpsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconwrrent with any other live loads. 5) ' This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will M between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to beading plate Capable of withstanding 10016 uplift at joint(s) except gt=lb) 6=330,8=416. 7) This truss design requires that a minimum of 7116" Structural wood sheathing be applied directly to the top chord and 1/i gypsum sheetrack be applied directly to the bottom chord. Thcma9 A. Albani PE No,39390 MTek USA, Inc. FL Cod 66M 6904 Paden East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING - Verify design parameters antl READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IOX311015 BEFORE USE weew Design valid for use ony win MTekaa connectors. This design is based ony upon parameter shown, and Is for an Individual building ci mpoi not FUNE a buss system. Berme Use, the building designer must wri Wplicoddy adesign parameters and properly ince,orete Nis design Sdo Me overall buildingdeagn. Bating indicated is to prevent buckling Of Individual bum web andiorcbord members ony. AddNonaltemporzryandpeimanembracing MiTek' is always reri for sabilily and of prevent co6apse wish possible personal injuyznd property damage. Forgenerelguldanceregardingthe hbdratlon, zdage,delivery, erection and among dftninesandbusssysams,see ANSM11 Qualify Comda, O.SB-ea and BCSI Building Component 6904 Parke East Bard. Safeylmignag ion aQflablefmm Tmss Rate InrtdNe.21SNLtt6Ueel,bd4e312,aeaanda,VA22314. Tampa,R 26610 Job Truss Truss Type pry Ply Dinola Res. T16390642 J37415 CO3 Half Hip 1 i Jab Reference (optional) Truss, Ft. Pierce, FL-34946, 8.240 s Dec 6 2018 MTek Intlustries, Inc Thu Feb 28 10:56:11 2019 Page 1 EpaCPjtiWMXzh?B"LYawuyCAeb2O7U9h3DYLhnAVeHka80D0RIMHDzgdfI I 2-� 14-0 8 i 4x4 = 31A = Scale =1.29.8 4 12 5 1.4A 1re-8 11.3-0 14-04 Plate Offsets (X,Y)— (8;0-2-4 0.2-121 LOADING UPS!) SPACING- 2-0-0 CSI. DEFL. in (too) VdeB va PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.15 7-8 >951 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.31 7-8 >473 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 84 lb FT=O% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 56,2-8: 2x6 SP No.2 REACTIONS. (Ite/size) 6=439/0-B-0, 8=583/0-8-0 Max Ho¢ 8=360(LC 7) Max Uplift 6=298(LC 5), 8=-412(LC 8) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 1-2=329/0, 2-3=283M, 34=317/185, 5-6�473/259 BOTCHORD 1-8=0/258, 7-8=411/502 WEBS 3-7=-281/341,5.7=226/480,2-8=-116/289, 3-B=420/494 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except (jt=1b) 6=298,8=412. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE Ng.39380 MTek USA, Ina FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING -Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473 rev. IOM312015 BEFORE USE. Design valid feruse only with MTeMconnectors. This design is based any upon pammeters sbowq and is fwan individual buadirg somponeM, not a Muss system. Before use, Me building designer must vedy the appGwbilay of design parameters and pmpedy EcoMmode this design into the overall bnldlegdesign. BmcingindicatedislopmwMWu ingandMdual Wssweba orchoNmembemony. Additional temporary and pmmaneM bracing MiTek' Is always mouthed for stabirdy and to pmvem 4ogapse win possible personal injuryand property damage. ForgenemlguiCarceregardn the fab4aean,9omge,detvery,emc naMbmdN VWssesalWUusssyAem.we ANSVrRI Duality Cdleda, DS649 and 8=1 Bufineng Component 6904 Park, East BIM. SafefyfnformaUot Matable from T.A. Plata Institute, 218 N. Lee Street, Suim312, Alexandria, VAM14. Tampa, FL 36810 ob Truss Truss Type Dry Ply Dinola Res. T16390643 J37415 Coo Hag Hip 1 1 Jab Reference (optional) East Coast Truss, Ft Pierce, FL-34946, 8.240 s Dec 62018M)Tek Industries, Inc Thu Feb 28 10:56:12 2019 Pagel ID:gg9tTQyyYEperCPjliWMXzh7Bp-9X5 8EzgxyjvDH3LFnXnuuKJp2ilJWiys52vpfzgdfH 7- 12 13-3-0 1-8.8 140.8 I yZ 1 s-a-a 1 s84 OWN LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 7.0 Lumber DOL 1.25 BC 0.28 SCLL 0.0 Rep Stress Ina YES WB 0.51 BCDL 10.0 Code FBC2017/TPI2014 MatdX-AS LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 •Except• 5-6,2-8: 2x6 SP No.2 REACTIONS. (I alsize) 6=439108-0, 8=583/0-8-0 Max Horz 8=423(LC 7) Max Uplift 6=-274(LC 8), 8=407(LC 8) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5671297, 3-4=559/461 BOTCHORD 7-8=423/267 WEBS 48=-442/416, 2-8=498/500, 2-7=149/364, 3-7=330/408, 4-7=438/572 sea = 2x4 5 4X5 = 3,06 _ DEFL. in (loc) Irdell Lid Vert(LL) -0.03 6-7 -999 240 Vert(CT) -0.06 6-7 >999 180 Horz(CT) -0.01 6 Tile n/a Scale =1 34.4 PLATES GRIP MT20 244/190 Weight: 89 lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and Tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwRenl 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 8t between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except at —lb) 6=274,8=407. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and ill" gypsum sheetrock be applied directly to the bottom chord. ThomasA Albert PE No.39380 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tempe FL 33610 Data: February 28,2019 ®WARNING. Verity design Paamelers and READ NOTES ON THISANDINCLUDEO Ai REFERENCE PAGE 01.7473 rev. 1"JaD15 BEFORE USE. Desgn valid for use onlywin MTeka connecters. Mrs design is based only upon parameters dawn, and is for an lMividusl belong mmporent, not a truss system. Were use. me buiding castanet must worry ry the apperabiay of dedgn peameters and property Incorporate We design into Tie aware) building design. Bracing Indicated is to prevent Waling of Individual Was web mElor Cord member only. A4dtlbne) temporal aM permanent leasing MiTek' Is always nx-Ired for analogy and to prevent oalapse with p leale personal Injryand property serrate. ForgeneM guidance regarding me fabrication, Storage. deawery, erection and boxing ofWsses and Miss systems, see ANSVTP/10us0ry Cdeds, DS6d9 and SCSI Building Component Basal Parka East BIW. Safroorhoormeflon awlable eom Trsa Peale InMNO..218 N. Lea R.e. SVae312, A.dAa, VA 22314. Tampa. FL 3613110 Job Truss Truss Type City Ply Dinola Res. T7639064A J37415 COS Monopitch 12 1 Job Reference (optional) test coast l russ, ri. fierce, rL-3484b, 6.24us Dec b[mb Mn ex mausmes, roc. mu Feb2b l U1bb: 1 ZZU19 rages 4 __. - 4x4 = 3a5 = S.I. -1:34.7 14-a Iw=d s5-14 16-1a2 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.09 5-6 >999 180 BCLL 0.0 Rep Stress Inns YES WB 0.51 Hoa(CT) -0.01 5 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 801la FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP ND.3'Except• 4-5,2-7: 2x6 SP No.2 REACTIONS. (Ib/size) 5=439/04-0, 7-583/0.8-0 Max Horz 7=440(LC 7) Max Uplift 5=-276(LC 8), 7=405(LC 8) FORCES. (Ib)-Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=598/313 BOTCHORD 6-7=413/241, 5.6=357/530 WEBS 3-5=522/409, 2-7=499/455, 2-6=224/464 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate 9np DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=11b) 5=276, 7=405. 6) This truss design requires that a minimum of 7/1 T structural wood sheathing be applied directly to the top chord and 1/2• gypsum sheetrock be applied directly to the bottom chord. Thoma,A Albert PE No.39380 MiTek USA, Inc FL Cart 6634 6904 Parke East BNB Tampa FL 33910 Date: February 28,2019 ®WARNING. Verify design para,nett s and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M11-7473rev. I=W05 BEFORE USE. Design valid for use only wan MTek®cannedon. This design Is based only upon parameters shown, and is for an InoWual WITH g camyoneM no ITS I' e "as system. Before use, the building designer must vedlythe apptirabti4y of design parameters and pmpedy In aman is W s design No the overall bulidingdedgn. Bracing indicated is to prevent Waling N lndMduel truss web mark, Nord members only. Addtlbneltemporaryand Permanentbracing MiTek' la aAvays required for stabilm, and to preadd wHapse with possible personal injury and pmpedy damage. Far general guldexe regarding the fabrication, storage,delivery,emOon and bradng ofmles3 aMtrusssntems, see ANSI/rPlf Duagfy Crgeda, DS"9end SCSI Building Component 6901 Pane East Blvd. 9alefylnlONlumags available Rom Tmss %ate Ingftut , 21a N. Lea BRee . Suge 312, Aleaandda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Dinola Res.T16390645 J37415 C06 Monopitch 7QtyP 1 Job Reference (optional) I was, Ft. Fierce, FL-34umu. 8.240 a Dee 62018 MTek Industries, Inc. Thu Feb 28 10:56:13 2019 Pagel ID:9g9tTQyyYEpuCPjtilwMX2h?Bp-djfMLa TiFdeRdYoU20Q6sUTS1 p2?SSSInTL5zgdfG 7L8 66Me 0.8 I A Style=1:48.7 3x4 = 2x4 II 4A = 34 = 3x4 = LOADING (psf) SPACING. 2-0-0 CST. DEFL. in (loc) Well LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.06 7-8 -999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) -0.01 7 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 121 Ib FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2.4 SP No.3 *Except' WEBS 1 Row at midpt 6-7 2-10,5-8: 2x6 SP No.2 REACTIONS. (lb/size) 7=91/Mechaniea1, 10=518/0-8-0, 8=839/0A-0 Max Horz 10=524(LC 8) Max Uplift 7=191(LC 8), 10=274(LC 8), 8=-468(LC 8) Max Gmv 7=97(LC 13), 10=518(LC 1), 8=839(LC 1) FORCES. (Ib)-Max. Camp./Max. Ten. -Ail forces 250(lb) or less except when shown. TOP CHORD 2-3=-435/32 BOT CHORD 9.10=475/186, 8-9=A22/350 WEBS 2-10=437/379, 3-8=4187/408, 5-8=478/354 NOTES. 1) Wind: ASCE 7-10; VuU=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right "posed: end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 beating plate capable of withstanding 1001b uplift atjoint(s) except (jt=lb) 7=191,10=274,8=468. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39360 NTele USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 AWARNING. Verry Lesl9npmamel. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473.. 10,03420 IS BEFORE USE Design valid for use only with MiTeWconneniors.TNs design Is based only upon parameters shown, and Is for an Ins iNEual aulding component, not a muss system. Before use, the building designer mud vent' the eppanbiay of design parameters and properly incowow this design brtg the overall buildingdesgn. Smangunicatedis to pmvMbUc gotlndMdual WsswOwftrrhoNMembersany. Addaiunaltemperaryand peimanenibraW :� Mt tg eW is aWays requiredfor Mobility and to prevent collapse with possible personal Injury and pmpedy damage. Forgemnalguidanceagardinglhe labtlagan, domge,delivery, erection and bmdrg of Wsus aM Wss sydema, see ANSVITRll Duality Cdlede, DSB49 and SCSI Bullaing Component SafdYtnTOTrrlagan avaableeom Tmss Fdetnddde,218N.Lea SI Sufte312Alexandra,VA22314. 6904 Parke East End. Tampa. FL 36310 Job Truss Truss Type Qty Ply Dinola Res. T16390646 J37415 D01G Hip Girder 2 1 Job Reference (optional) East Coast Truss, FL.Pierce, FL-34946, NAILED 4x8 = NAILED NAILED 4x4 - 3 19 4 8.240 a Dec 6 2018 MTek Industries, Inc. Thu Feb 2810.56:14 2019 Page 1 Scale = 128.3 U4 = NAILED 3x8 = 4x4 = 4.10 11 1-0-8 1$r3 45-5 1a-8 aT- 12 1 z7-0a 12-17-a11 7.41.-0I 19N I >.11a Plate Offsets (X Y)- [1:0-0-4Edge) 11:0-1-14 Edge] 13:0-5-0 0-2-0] [6:0-1-14 Edge] [6:0-" Edge] LOADING (pat) SPACING- 2-0-0 Cat. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.11 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.10 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.09 Hoa(CT) 0.02 6 Na n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MS Weight: 82 Is FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (lb/sae) 1=886/0-M, 6=886/035 Max Hoe 1=86(LC 7) Max Uplift 1=617(LC 8), 6=617(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1168/905, 23=-1164/917, 3-4=1077/897, 4-5=-1164/917, 5-6=-1168/905 BOT CHORD 1-8=697/1006, 7-8=699/1091, 6-7=697/990 WEBS 2-8=216/270, 5-7=217/271 Structural woad sheathing directly applied or3-10-14 0o purling. Rigid ceiling directly applied or 6-10-0Co bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; 8=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 per bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jl=1b) 1=617, 6=617. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS gujdlines. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentated load(s) 183 lb down and 105 Ib up at 7-4-8. and 18316 down and 10516 up at 9.7-12 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 miss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=54, 34=54, 4-6=54, 9-14=-20 Concentrated Loads (Ib) Vert: 3=79(13) 4=79(13) 8=118(B) 7=118(B) 19=-79(B) 20=36(13) Thomas A Albani PE No.39380 MTek USA, Ine. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING-Verilyd-ignparametm and READ NOTES ON TIES AND INCLUDED MITER REFERENCE PAGE MI1g473 rev. 1OV312015 BEFORE USE. Design valid roc use only with MTeM connecters. This design is based any upon parameters shown, and Is for an individual building component, net a buss system. Before use, the building designer must vent, the appOcabilay of deign parameters and pmpeM Incorporate this design into the ownal `p build'mgdedgn. among Indicated late prevent bucking d achidual Wasweb anWor chord members any. Addaional temporary and permanent bracing MiTek' Is always requbed for stability and to prevent co0apse wN, possible personal Injury and property damage. Far generel guidance regarding the fabdwaon.stamps, deGvary, encores and bracing oflmsses and Inds systems, see ANSI/FPH Qualify Call DS15L89 and SCSI Sullding Componenf 6904 Parke Fast BIM. Sarefyrnrwmefion evailabb M1om Tmss Plate InsdlNe, 218 N. Lee Street, Suae312, Aleaandiia, VA2Y314. Tampa. FL 35610 Job Truss Truss Type cty Ply Dinola Res. T16390647 J37415 D02 Common 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.240 s Dec 6 2018 M7ek Industries, Inc. Thu Feb 2810:56:15 2019 Page 1 ID:9g9tTOyyYEperCPjtiWMXzh?Bp-Z6n7mG?jEt5Ttknwwv4VWXzpKF'IwW wOY3Ga0_zgdfE 4.7.2 8641 124-14 17-1-0 4-7-2 3-1141 3-116 I 4-7-2 Scale=127.9 44 = 1$ 3xt0 II 3x8 = °xc 1-0-8 16,3 866i 156-14 1W 17-1-0 76E 0. - 13-' 1 Plate Offsets KY)- [1:0.1-140.0-21 (1:0-0-4Edge] [5:0.1-140-0.2] [5:0.0-0Edgel LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.06 6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.07 6-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 76 lb FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6.SP No.2, Right: 2x6 SP No.2 REACTIONS. (lb/size) 1=632M-3-5, 5=632/0-3-5 Max Horz 1=-99(LC6) Max Uplift 1=-375(LC 8), 5=375(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=735/496, 2J=612I394, 3-4=612/394, 4-5=7WA[96 BOTCHORD 1-6=347/622, 5-6=347/622 WEBS 3-6=26/270 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This "as has been designed for a 10.0 lost bottom chord live load nonconcu7ent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 at -lb) 1=375,5=375. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Data: February 28,2019 ®WARNING -V 1111 tlesign parameters antl READ NOTES ON THIS ANDINCL WED MITER REFERENCE PAGFMII-7473 rev. 1NOL1015 BEFORE USE. aaaa Design valid foruse onlywilh lAiTes connectors. This design Is eased only upon parameters shown, and Is for an indrasual bullding compareM not atmsssyslem. Bernause. Me binding desigravanadwrirythe appGrabiNyAdesign parametersand pmpeMinmrpomte Nisdedgnid0theoveMl bwldingdesign. Bre gindiWedblopmmMbuW gofmdiNdualWsswebandlaraodmembemmly. Addapnaltemporaryandpermanentbracing �-�•YY MiTek• is almays requbed for stabiNy andto prevent ottapse with possible personal Inlaryand pmpedydamage. Forgeneml gugance regoplag me fabdaflon,storage,calvary, erection and bracing previews and truss systems, see ANSyrill Quality Cmeda, DSB49 and BCSIBWIding Component Sat"falwarat/on available Wm Truss Plate lnstdate,218 N.Lee Street, Suite all, Alexandria, VA22314. Tampa. L3661BM. Tampa. FL 3TiG10 J61, ITruss Truss Type 0ty Ply Dinola Res. T163913648 J37415 D03 Root Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.240 s Dee 6 2018 MiTek Industries, Inc. Thu Feb 2810:56:15 2019 Page 1 ID:9g9tTOyyYEperCPjti[wMXzh?Bp-Z6n7mG?jEt5Ttkmxwv4V WXAgFh7 WyEOY3Ga0_zgdfE 1-10b 5-10U 9-310 11— 1-10E 3-11-10 1 8-11-10 F 1-tOb i 5.00 12 2x4 4x4 = Scale=1:24.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.17 7-8 >799 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.21 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 701b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structure[wood sheathing directly applied, except end venlcals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except• 1-9,5-6: 2x5 SP No.2 REACTIONS. (lb/size) 9=415/0-8-0, 6=415/68-0 Max Harz 9=-184(LC 6) Max Uplift 9=246(1_C 8), 6=246(LC 8) FORCES. ill - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-471/200, 1-2=336/197, 2-3=-025/296, 3-4=-425/296, 4-5=336/197, 5-6=-471/200 BOTCHORD 7-8=190/322 WEBS 1-8=221/551, 2-8=302/282, 4-7=302/282, 5-7=221/551 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vas4=124ni TCDL=4.2psh BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load noncancument 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 fn between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except (A=lb) 9=246,6=246. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thames A Albani PE No.39380 NTek 08A, Ina FL Cart 6834 69W Parke East Blvd. Tampa FL 33910 Cate: February 28,2019 ®WARNING - Ve61,dasr9nparamefem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AV47473east. 10,037015 BEFORE USE. ' Design valid foruse only with Mneke,connedors. This design is based Dnty upon parameters shown, and is for an Individual WOGng ComponeM not a buss system. Before use, the building designer must vedfythe s,11.1 illy 0design paamete a and properly Ina this design mtothe overall �`�•YY ,orate inildo,deelgn. Bracing indicated late pavem buckling or individual truss web anoror NN Omembers only. Adde. ttemponryandpemlanembadog MiTek' is always required for stability and to pavem collapse web possible personal Injury and propeM damage. Forgenealguidencaregardog Pe febdragon,5oage,deityeMeadlonandbmdngofbusmsaWbussgy ems,see ANSt?Plf Osage, Cardona, DSEL89 and ECS/ aulydrng Component 6904 Peke East Blvd. Sahrylnrormation avalabbfmm TrussPlateInst4 .218N.Lee6 0,Suite312Aleaandrb,VA22314. Tampa, FL 36610 job Truss pty Ply Dinola Res.T76390649 T=SType J37415 D04 mon 1 1 Job Reference (optional) east Coast Truss, Ft. Pierce, FL-34946, 8.240 s Dec 6 2018 MTek Industries' Inc. Thu Feb 2810:56:16 2019 Page 1 ID:9g9tTQyyYEperCPltiWMXzh?Bp4ILVzcOL?ADKVuM7Udbk2kU 10f5iFRFXnjO7yQzgdfD 5-10-0 11-8-0 5-104) 5-10-0 Ass = Scale=1:24.5 an It 5.10.0 d-0 5-10-0 1 5-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/de0 L/tl PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.25 Vert(LL) -0.02 5-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(CT) -0.00 4 rda rda BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS Weight: 62 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structure[ wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 •Except• 1-6,3-4: 2x6 SP No.2 REACTIONS. (lb/size) 6=415/0-8-0, 4=415/080 Max Horz 6=154(LC 7) Max Uplift 6=246(LC 8), 4=246(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=458/288, 2-3=458/288, 1-6=-361/275, 3-4=361/275 WEBS 1-5=59/267,3-5=59/271 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and Tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 - 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 (jt=lb) 6=246,4=246. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and V2" gypsum sheetrock be applied directly to the bottom chord. Thames A. Albant PE No.39300 NTek USA, Inc. FL Can 8834 8904 Paden East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING -Verify design nammelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MILI473 ra, r0 M015 BEFORE USE. Design valid W use onywi h MITek®connectom. This design is based only upon parameters shown, and Is Wan individual building component, not a bass system. Before use, Us building designermust verifyfw appM,abifly 0 design pammeters and property moo xdate Ws design into me Deemll t buildingdesign. among Ndioaced is to pleveM caning M btdmdual ease web andfor CLom members only.Mcink,ealtemporaryandpermanentbraing MiTek' is always required for stability and be prevent mgapse wan possible personal lnluryand property damage. Fargeneral guidance regarding the hbled0n,Storage. detyery, erection and orating ofbusses and truss systems. sat ANSTPll Duality Criteria, DSBA9 and SCSI Building Competent 6904 Parke East Bhd. Sefery/nronnaUon avalable from Tass Plate Insidute. 216 N.lse Street, Sule S12, Alesanau, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty PIy Dinola Res. T76390650 J37415 D05 Hip 1 1 Job Reference (optional) Truss, Ft. Pierce, FL-34946, 4x8 = 8.240 s Dec 6 2018 M,rek Industries, Inc Thu Feb 28 10:56:17 2019 Page 1 ID:9g9tTDyyYEprrCPjtiWMXzh?Bp-W UNBylzlULB62xJ1 K6zbylAVOPg_v9hONIgU1zg WC 4x4 = Scale = 1:24.3 3x8 II ix4 II 3x4 = us It Plate Offsets (X Y)— r1:0-2-8 0-0-9) 13:0-5-40-2-01 16:0-62 D-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOc) Btlelf L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.26 Vert(LL) -0.02 8-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 8-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Hom(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 65 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=530/035, 6=530/0-3-5 Max Horz 1=70(LC 7) Max Uplift 1=-315(LC 8), 6=315(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-725/451, 3-4=621/474, 4-6=-725/451 BOT CHORD 1-8=314/616, 7-8=313/621, 6-7=314/618 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=6.Opsh h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf an 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 Ib uplift at joint(s) except P=11h) 1=315, 6=315. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE Nd.39380 Ill USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33GIO Date: February 28,2019 ®WARNING -Verify devgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIF7473 rev. 10/032015 BEFORE USE. Desgnvalid her use any wM MReka connectors. This design Is based only upon parameters shown, and is for an individual bustling component, not a truss sygem. Before use, the building designer must verythe appliabililyof design parameters and properly incorporate Mis design into the owrell buildingdesign.BradnglndlWed is to prevent budding of hdiNdual Wss web andfor Hord members Only. Aciddionaltemporzryandpennanembraring WOW Is always required for stabilby and to prevent collapse wLh possible personal iNuryand property damage. Forgeneral guidance regarding the fabrication. Storage, Denney, eretien and b2Gp ofWsses and Wss syslems,see ANSUTP/r qualfly Caul DS849 and BmIf Sufrtin9 Component 6904 PaMa East BIW, Saferylnformalron available Rom Tmss NWelns0Me,218N.Lea6treel ft6312Amndda.VAM14. Tampa, FL 36610 Job Truss Truss Type pry Ply Dinola Res. T76390651 J37415 D06G Hip Girder 1 1 Job Reference (optional) east coast Iuss, FL Fierce, I-L-s4B48, 8.240 s Dec 62018 MiTek Industries, Inc. Thu Feb 28 10:56:18 2019 Page 1 ID:9ggtTOyyyEperCPjtiA MXTh7Bp-_hTFOIIDWoT2kCWVbleC79ZIjTfpjKrgE1VE1JzgdfB 8-0-8 11-&8 17-1-0 s-4-B 3-2-0 1 -0 5de NAILED 4x8 = 5W NAILED NAILED 1.4 It NAILED 4xe = 19 3 20 4 Stale =1:28A 1x4 II NAILED 3x8 = NAILED 1x4 II 3x4 3x10 II NAILED 3xt0 11 -zAn 15813 1W 17-0 I-01aBb tDfims Plate Offsets (X V)- [1:0-0-4Edo ] [t0.1-10 Edgej [2'0-5-40-2-0( [4'0-5-0 0-2-0] [5'0-1-10 Ed ] [5:0-0-0 Edge] LOADING (part SPACING. 2-0-0 CSI. DEFL. in (I=) War L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ven(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Suess Ina NO VJB 0.16 Hom(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 77 US FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (Iorsize) 1=708/0-3.5,5=718/0-3-5 Max Horz 1=63(LC 24) Max Uplift 1=-088(LC 8), 5=506(LC 8) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 260(Its) or less except when shown. TOP CHORD 1-2=-864/653, 2J=1041/864, 3-0=1041/864, 4-5=882/685 BOT CHORD 1-8=-091/751, 7-8=-084/751, 6-7=513f753, 5.6=-521/755 WEBS 2-7=-332/408, 3-7=283/358, 4-7=296/380 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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-D-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 (p=1b) 1=488, 5=506. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.26) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17616 down and 254 US up at 11-8-8 an lop chord, and 661b down at 5-4-8. and 66 Ib down at 11-7-12 on bottom chord. The designtselection 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). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=54, 24=54, 4.5=54, 9-14=-20 Concentrated Loads (lb) Vert: 2=-22(F) 4=-45(F) 8=3(F) 7=7(F) 3=22(F) 6=3(F) 19=22(F) 20=22(F) 21=7(F) 22=-7(F) Thomas A. Albani PE 11. 39380 MiTek USA, Inc. FL Cart SIM SM4 Parka East Blvd. Tampa FL 33810 Data: February 28,2019 ®WARNING-Veiiry tlesignparamerers antl RFAO NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74I3 rev. 10/ON2015 BEFORE USE. R Design valid for use any wen F&I Connectors. This design Is based mry upon p raratere shown, and is fore. ircmdual building camponem, not a Wassygem Before use, Me building designer mud very Me appLogiirty of design parameters and property inoamorg. MIS design into the ovemll a:Y■ bWWmgdesign. BmcggiWiwledistopmwntmu gaflndiWdual Wsswebw&N aoNmembemmy. Adddionaltemporaryandpelmanelntracing MOW always requaed for stebiliy and to proard collapsewah possible personal in)uryand property damage, Forgenemlguldanceregardingthe fabnovan,garage. delivery, ered0n and bracing of ma... and truss Systems, see ANSI/IPI10ourary CrUndle, DSB49 and BCS1 Building Composed, 6904 Parke East Byd. Sahylidormatl4n avaibble from Truss Mee Ingilate, 218 N. Lee Greg, Sde3lZ Alexandra, VA=314. Tampa. FL M10 Sob Truss Truss Type Oty Ply Dinola Res. T16390652 J37415 E01G Hall Hip Gilder 2 1 Job Reference o lional russ, Ft. Hared, FL - 34845, 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 2810.56:19 2019 Page 1 ID:gg9tTOyyYEpaCPjtihvM%zh?BpSlldce2DH5bvMM5i919RgN6WAt4vSok ThEnZIzgdfA 1-&8 3-11-6 7-3-0 B-O-a 14L8 2-2-14 I 33-10 { am 44 = 2x4 I NAILED 3 4 3x6 II 3x6 = Scale= VU.2 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.09 55 >812 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horii(CT) -0.00 5 Na rda BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 37111 FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structual wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SO No.2'Excepr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5: 2x4 SP No.3 REACTIONS. (lb/size) 5=401/0-8-0, 6=39=-8-0 Max Horz 6=233(LC 7) Max Uplift 5=327(LC 5), 6=311(LC 8) Meat Grav 5=444(LC 29), 6=390(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shaven. WEBS 35=312/381, 2-6=290/441 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-secend gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 paf bottom chord live load noncencument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding t001b uplift atjoint(s) except (jt=lb) 5=327,6=311. 8) "NAILED" indicates 3-10d (0.148"x3") or3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devices) shall be provided sufficient to support Concentrated load(s) 187 It, down and 90 It, up at 7-3-0 on bottom chord. The designtselection 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=54, 3-4=54, 5-7=20 Concentrated Loads (lb) Vert: 3=-B9(8) 10=124(8) Thomas A. Albani PE No.09380 MTek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ® WARNING -Venlydesigapa a w1wS and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IM32015 BEFORE USE. eenew Design valid toruse onywNi MiTeMcoanedom. nis design is based any upon parameters shown, and is for an indivkual beading convonent, not my a MISS system. Before use, the building designermust venyths appGrabiRy of deagn Parameters and pro, eM incerParate Me design We Me Swell buildingdesign. Bracing Indicated is to prevent buckling M indmdual mass web andlor diod members ally. Addilionaltemporaryardiennanostracing MiTek' Is always refired W Stability and W prevent collapse wM possible personal injuryand propeM damage. ForgeneraiguNancingadingthe fabdra00n(aUmge, defivery, erection and bramg ofbasse3 and truss system;see ANS11rP/1 Quality Cdnex, DS8419 and Best Building Component 6904 Parke East BMW. Sa"Inhadeatlon awlebleham Truss Plate Ins0 e,218N.Lee Street,S fte312,Alexandra,VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Dinola Res. T76390653 J37415 E02 Jack-Closetl 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8,240 a Dec 62018 MiTek Industries, Inc. Thu Feb 28 10.56:19 2019 Pagel ID:9g9tTDyyYEperCPltilwMXzh7Bp-Stldre2DH5bvMM5i919RgN6Wri6bSpe ThEn7JzgdfA 14i8 I 4-2-6 I 8-0A r 1418 25-14 340-2 Scale=1:21.8 34 II 2x4 II 1-0A 6b LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Led PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.27 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.06 Hom(CT) -0.00 4 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight 34 Is FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end vealcals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 4=208/0-8-0,5=370/0-8-0 Max Ho¢ 5=250(LC 7) Max Uplift 4=-134(LC 5), 5=291(LC 8) Max Gran, 4=217(LC 13), 5=370(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=J77/438 NOTES- 1) Wrnd: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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 Wit fit between the bottom chord and any other members, 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ill uplift at joint(s) except (jt=lb) 4=134, 5=291. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albert PE Nd.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ® WARNING- VerilyCesfgnpa2merersontlREAD NOTES ON THIS AND INCLUDED MITENREFERENCEPAGEMII-717trev.IMMOt5BEFORE USE. Desgn vale far use only wO MBecatconnectors. MUs usage Is cased onyuponparametem shown, and Is to an hdVdual bu90mg comporrenL not a truss system. Serve use, the building dedgner must venythe applirabiBy of design Parameters and property Incoryown, 1hls deep Into U , ow(ea building design. Bracing hAicated is to prevent baaNgng of hoMdual truss web anmv Hard members only. Accklanal temporary ark pednanem bracing MiTek' Is always requlred for stabiNy and to prevent ca0apse with Possible personal Injury and pmpody damage. Forgenerdlguaanceregadingthe fabdaagon, storage, delivery, erection and among Mtassee and truss systems,see ANSWP11 Duality Cdterla, DS949 and SCSI Building Component 6904 Parke East Blvd. Sabylnrormldon awbb%h Truss RMa lnsteme,218N.L"Eb Ude3lZAleaandr .VAM14. Tampa, FL 36310 Job Truss Truss Type Qty Ply Dinola Res. T1639W54 J37415 FG01 Flat Girder 1 q L Job Reference (optional) East vast Iuss, H. Farce, rL - a494ti, 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 2810:56:20 2019 Page 1 ID:9g9tTQyyYEperCPjtiWM%rh78p-w3a0pz3s2Pjm_VgujSggOafggGS8BA97iL LSCzgdf9 4-7-11 9-i-14-5151 13.9E Scale = 1:49.9 10 2 11 12 13 3 14 15 a 16 17 18 7 19 20 21 6 22 3x6 II NAILED 3x6 _ NAILED 6x4 = NAILED 523 34 I NAILED NAILED NAILED NAILED 47-11 9-1-11 739E 4-7-11 4-515 4-7-11 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.05 7-8 a999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.05 6-7 0999 180 BCLL 0.0 Rep Stress Ina NO WB 0.42 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 2771b FT=0% LUMBER - TOP CHORD 2x6 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SO No.3 REACTIONS. (I i/size) 8=2773/1,11echanical, 5=2849/Mechanical Max Uplift 8=1187(LC 6), 5=1403(1_C 6) BRACING. TOP CHORD BOTCHORD WEBS FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-8=2665/1048, 1.2=9761280, 2-3=9761280, 3-4=985/277, 4-5=2707/1176 BOTCHORD 6-7=277/985 WEBS 1-7=571/2002, 2-7=1481181, 3-6=1509188, "=.567/2024 Structural wood sheathing directly applied or 6-0-0 oc puNins, except end verticals. Rigid ceiling directly applied or 10-0-0 DO bracing. 1 Row at midpl 1-8. 4.5 NOTES- 1) 2-ply truss to be Connected together with 10d (0.13VAY) 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 0-9-0 Do. 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 (6), unless otherwise indicated. 3) Wind: ASCE 7-10; Wh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cal. 11; Fxp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about is center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl 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 rd between the bottom chard and any other members, with BCDL = IO.Opsr. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (p=1b) B-1187,5=1403. 10) Load cartels) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11. 12, 13. 14, 15, 16, 17. 18, 19. 20, 21, 22, 23, 24. 25, 26, 27, 28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.251 toe -nails per NDS guldlines. 12) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 487 Ib down and 673 Its up at 0-1-12, 1601b down and 2541b up at 1-9-12, 182 Its down and 2501b up at 3-9-12, 2451b down and 272 Its up at 5-9-7. 2451b down and 2721E up at 6.10-11, 2451E down and 2721E up at 7-11-15, 1821E down and 2501E up at 9.11-10, and 1601E down and 2541b up et 11-11-10, and 5261b dawn and 806lb up at 13-7-10 on top chord. The design/selecgon of such Connection device(s) is the responsibility of others, LOAD CASE(S) Standard Thomas AAlban! PE Nd.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 sa ®WARNING- Verity design Parameters and READ NO ITS ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1W03Ro15 BEFORE USE. See— voN for use only web MTe®connectom. This design Is basod only upon parameters shown, and Is bran IndMdual Wilding componaK not Lai'Design a Wss syst.m Ba we use, the building designer must Valli, the app icsbary of design paramanal anproperty incaryoraWs d te esgn iimo the overall bulldingdedgn.Brad, indicated is lC Present tacking IN NdMdual husa webandhor MOM menthols only.Addelonal temporary end penmanembracing MiTek_ Is always reguved for Malay and to prevent colapse with possible personal Injury and property damage. F.rgommlguidanoaregerdinathe fabroorflOn. Storage. clarinets Oremlon and bmWg eftmares am W98'MnS, eee ANSITPIf Quality albdo, DSB49 and SCSI Building Component 6904 Parke East Blvd. Sofoyadormafion ..Mbl. hom T..s Ral.lnmdul., 218 N. Lea Street. Suite 312, Alexandria, VA22314. Tampa, FL 36810 Job Truss Truss Type any Ply Dinola Res. T16390654 J37415 FG01 Flat Ginter 1 Job Reference (optional) Truss, FL Pierce, FL-34946, 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 2810:56:20 2019 Page 2 ID:9g9tT0yyYEperCPjbMMAzh7Bp.w3aOpz3s2Pjm VgujSggDafggGS8BA97iL L5Czgdf9 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 14=180, 5-8=20 Concentrated Loads (lb) Vert: 1=487 6=71(B) 4=526 9-158 10=180 11=245 12=-245 13=245 14-160 15=158 16=-71(B) 18=71(B) 19=71(B) 21=71(B) 22=71(B) 23=-77(8) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=170, 8-17=50, 17-20=20, 6-20=50, 6s22=20, 5-22=50 Concentrated Loads (Ib) Vert: 1=4056=57(B) 4=-440 9-141 10=161 11=21712=21713=21714-161 15-141 16=57(1!1) 18=57(1!1) 19=57(8) 21=57(B) 22=57(B) 23=64(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=140, 5-8=40 Concentrated Loads (Ib) Vert: 1-2976=16(3) 4=317 9=160 10-182 11=-23012=23013=23014-182 15=16016-16(B) 18=16(B) 19=16(B) 21=16(B) 22=16(B) 23=26(B) 4) Dead +0.6 MWFRS Wind (Pos. Internal) Leff: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=52, 5-8=12 Concentrated Loads (M) Vert: 1=547 6=203(6) 4=571 9=9510=71 11=93 12-93 13=93 14=71 15=95 16=203(B) 18=203(B) 19=203(B) 21=203(B) 22=203(B) 23=199(B) 5) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1d=52, 5-8=12 Concentrated Leads (Ib) Vert: 1=547 6=203(B) 4=571 9=9610=71 11=93 12=93 13-93 14=71 15=95 16=203(B) 18=203(B) 19=203(B) 21=203(B) 22=203(B) 23=199(B) 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=142, 5-8=20 Concentrated Loads (lb) Vert: 1=673 6=211(B) 4=806 9=254 10=250 1 1=272 12=272 13=272 14=250 15=254 16=21l(B) 18=211(B) 19=211(B) 21=211(B) 22=211(B) 23=204(B) 7) Dead +0.6 MWFRS Wnd (Neg. Internal) Right: Lumber Inuease=7.60, Plate Inuease=1.60 Uniform Loads (pR) Vert: 14=142, 5-8=20 Concentrated Loads (lb) Vert: 1=673 6=211(B) 4=806 9=254 10=250 1 1=272 12=272 13=272 14=250 15=254 16=21l(B) 18=211(B) 19=211(B) 21=21l(B) 22=211(B) 23=204(B) 8) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pit) Vert: 14=70, 5-8=12 Concentrated Loads (ib) Vert: 1=573 6=203(B) 4=618 9=127 10=10711=129 12=129 13=12914=107 15=127 16=203(B) 18=203(B) 19=203(B) 21=203(8) 22=203(B) 23=199(B) 9) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=94, 58=12 Concentrated Loads (Ib) Vert: 1=608 6=203(B) 4=660 9.169 10=154 11=176 12=176 13=176 14=154 15=169 16=203(B) 18=203(B) 19=203(B) 21=203(B) 22=203(B) 23=199(B) 10) Dead +0.6 MWFRS Wmd (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pil) Vert: 1-4=142, 5-8=20 Concentrated Loads (Ib) Vert: 1=673 6=211(B) 4=806 9=254 10=25011=272 12=272 13=272 14=250 15=254 16=21l(B) 18=21l (B) 19=21l (B) 21=211(B) 22=211(B) 23=204(B) 11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Inuease al.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=142, 5-8=20 Concentrated Loads (M) Vert: 1=673 6=21l(B) 4=806 9=254 10=25011=272 12=272 13=272 14=250 15=254 16=211(B) 18=211(B) 19=211(B) 21=211(B)22=211(B)23=204(B) 12) Dead + Uninhabitable Attic Storage: Lumber Inuease=1.25, Plate Inuease=1.25 Uniform Loads (pit) Vert: 1-4=140, 8-17=60, 17-20=-20, 6.20=60, 6.22=20, 5.22=60 Concentrated Loads (lb) Vert: 1=165 6=16(B) 4=181 9-92 10-104 11=134 12=13413=134 14=104 15=92 16=16(B) 18=16(B) 19=16(B) 21=16(8) 22=16(B) 23=23(B) 13) Dead +0.75 Roof Live (bal.)+0.75 Unjnhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=171, 8-17=50, 17-20=20, 6-20=-50, 6-22=20, 5-22=50 Concentrated Loads (lb) Vert: 1=383 6=158(B) 4=482 9=179 10-175 11=187 12=187 13=187 14-175 15=179 16-158(B) 18=158(B) 19=158(B) 21=158(B) 22=158(B) 23=151(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1d=171, B-17=50, 17-20=20, 6-20=-50, 6-22=20, 5-22=50 ®WARNING Venfy Resign Parameters and READ NOTES ON THIS AND INCLUDED "TEX REFERENCE PAGE MII-0473rev. 10/032015 BEFORE USE. !' Design vaud for use onywim MTek® cdnnepon. lnb Design is based a* upon parameters shown, and Is for an IMividual budding component, not L`1 a muss syAemIt . Before use, s building designer must verlytne applicability of deugt paremelem and properly Incorporate this design atothe overall loading design. Baling indicated Is toprevent budding of bdiNdual buss web=am doord membersdny. Adddlonal temporary and pennanel bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. ForgenerelguldenceregaNitgthe Moroi Storage. delivery, erection and trading ofmosses and moss systems, see ANSIRPH Duelny Credits, Gasses and SCSI Building Component 6904 Parke East Blvd. SaAdylnlndurrlon availabieftmn Truss Piatetnstdute,219N.LeaS e,9ude312,Al.dda,VA=14. Tampa FL 36310 Job ITruss Truss Type pry Ply Res. T16390654 J37415 FG01 Flat Girder t q �Dhiola L Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34946, 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Fab 28 10:56:20 2019 Page 3 ID:9g9tTQyyVEperCPjlil MXzA7Bp-w3aCpz3s2Pjm_Vgu4SggDafgpGS8BA97iL L5Czgdf9 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1=383 6=158(B) 4-082 9=179 10=175 11=187 12=18713=187 14=175 15=179 16=158(B) 18=158(B) 19=158(B) 21=158(B) 22=158(13) 23=151(B) 15) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Incrl1,60, Plate Increase=1.60 Uniform Loads (plo Vert: 14=171, 8-17=50, 17-20=20. 6-20-50, 6-22=20, 5-22=50 Concentrated Loads (lb) Vert: 1 =383 6=1 58(B) 4=482 9=179 10=17511=18712=18713=18714=17515=17916=158(13) 18=158(B) 19=158(B) 21=158(B) 22=158(13) 23=151(8) 16) Dead +0.75 Roof Live (bat.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 14=171, 8-17=50, 17-20=20, 6.20=50, 6-22=20, 5-22=50 Concentrated Loads (lb) Vert: 1=383 6=158(B) 4=482 9=179 10=17511=18712=18713=18714-17515=17916=158(3) 18=158(B) 19=158(B) 21=158(B) 22=158(B) 23=151(B) 17) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14-52, 5-8=12 Concentrated Loads (lb) Veit: 1=306 6=54(11) 4=367 9-154 10=175 11=214 12=214 13-214 14=175 15=154 16=54(13) 18=-54(B) 19=S4(B) 21=54(B) 22=54(13) 23-58(13) 18) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pI) Vert: 14=52, 58=12 Concentrated Loads (Ib) Vert: 1=-306 6=54(13) 4=367 9=154 10=175 1 1=-214 12=214 13=21414=175 15=154 16=54(13) 18=54(13) 19-54(B) 21-54(B) 22=54(13) 23=58(13) 19) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=142, 5-8-20 Concentrated Loads (lb) Vert: 1=268 6=46(13) 4=291 9=100 10=114 11=14712-147 13=147 14=114 15=10016=-46(B) 18=-46(11) 19=46(B) 21=46(B) 22=46(B) 23=53(13) 20) Reversal: Dead +0.6 MVvFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 14-142, 5-8=20 Concentrated Loads (Ib) Vert: 1=268 6=46(13) 4=291 9=100 10-1 14 1 1=147 12=147 13=-147 14-114 15=100 16=46(B) 18=46(B) 19=46(B) 21=-46(13) 22=46(13) 23=53(B) 21) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 14=70, 5-8-12 Concentrated Loads (lb) Vert: 1=306 6=54(15) 4-367 9-154 10=175 11 =-214 12=-214 13=21414=175 15=154 16=54(13) 18=-54(B) 19=54(B) 21=54(S) 22=54(B) 23=58(13) 22) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 14=94, 5.8=12 Concentrated Loads (lb) Vert: 1=306 6=54(13) 4=367 9-154 10=175 11=214 12-214 13=-214 14=175 15=154 16-54(B) 18=54(13) 19=54(B) 21=54(13) 22=54(13) 23-58(B) 23) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 14-142, 5-8=20 Concentrated Loads (Ib) Vert: 1=268 6=46(13) 4=291 9-100 10-114 11=147 12=147 13-147 14=114 15=100 16=46(8) 18=46(B) 19=-46(B) 21=46(B) 22=46(13) 23=53(B) 24) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=142, 5-8=20 Concentrated Loads (lb) Vert: 1=268 6=46(B) 4=291 9=100 10=-114 11=147 12=-147 13-147 14-114 15=100 16=46(B) 18=46(B) 19=46(B) 21=46(B) 22=46(B) 23-53(B) 25) Reversal: Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 14=171, 8-17=50, 17-20=20, 6-20=-50, 6-22=20, 5-22=50 Concentrated Loads (Ib) Vert: 1=-389 6=69(B) 4-413 9-122 10=139 11=191 12=-191 13=191 14=139 15=122 16=-69(B) 18=-69(B) 19=69(B) 21=-69(B) 22=69(13) 23=76(1!1) 26) Reversal: Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wend (Neg. Intl Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=171, 8-17=50, 17-20=20, 6.20=.50, 6-22=20, 5-22=50 Concentrated Loads (lb) Vert: 1=389 6=-69(B) 4-413 9-122 10=139 11=191 12=191 13=191 14-139 15=122 16>69(B) 18=-69(B) 19=69(S) 21=69(13) 22=-69(B) 23-76(B) 27) Reversal: Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wlnd (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 14=171, 8-17=50, 17-20-20, 6-20=-50, 6-22=20, 5-22=50 Concentrated Loads (lb) Vert: 1=-389 6=-69(B) 4= 413 9-122 10=139 11=191 12=191 13=-191 14=139 15=122 16-69(13) 18=-69(B) 19=69(B) 21=-69(B) 22=69(8) 23=76(13) ®WARNING. Vnily Cesign Paremer..d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473rev, 10,03Qd15 BEFORE USE. Design valid WOW Only with MTeMCOMecUms. This design le based only upon parameters shown, and is for an IIdINdual buiding corepanem, not - ebuvsystem. Belpre use, Pe building deaignermust vedr the appgnbilmyofdedgn parameters and properly Incorporate this design intothe owmfl - bUicingdeslgn. Bracing Indicated is10prowntbuckingofInOMdualtmssweb aMlorawrdmembers *.Addblonaltemporaq.ndpermanembracirg MiTek' Is always RU ubad for stability and to prevent co0apse wM possible personal inIW and property damage. Far general guleame regmeng me labdoetan.Storage.deliver, creation and bmdng oftlusses and mas systems,see ANSVTRIIOualdy Cdreda,DS"9and6CS/aul/ding Component 6904 Parke East said. saretylnrormamon avaH.bT.tmTress PlA.I.MNX .,218N.Ue Street,Sule312Alevandda,VAn3l4. Tampa, FL 36610 Job ITruss Truss Type pry Ply DinolBRes. T16390654 J37415 FG01 Flat Girder 1 q L Job Refereno, (optional) East Coast Truss, FL Pieo:e, FL-34946, 8.240 a Dec 6 2018 MiTek Industries, Inc. Thu Feb 28 10:56:202019 Page 4 ID:gg9tTQyyYEperCPitilwMXzh9Bp-w3aOpz3s2Plm_VgujSggDafggGSBBA97iL L5Czgdf9 LOAD CASES) Standard 28) Reversal: Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=171, 8-17=50, 17-20=-20, 6-20=50, 6-22=20, 5-22-50 Concentrated Loads (lb) Vert: 1=-389 6=-69(B) 4=-413 9-122 10=139 11=191 12=-191 13=-191 14=139 15=122 16=-69(B) 18=69(B) 19=69(13) 21=69(B) 22=69(19) 23=-76(B) ®WARNING- Venty design pammerera and READ NOTES ON THIS ANDINCLUDED WTEK REFERENCE PAGEM147413 rev. 1W03rz015 BEFORE USE. www' Design valld for use onfywEh MTek®COMemors. Trite design Is based omy upon parameters abaan, and Is Iman 4WMEvaI WEdirig can, onem, W a Was system Before use, the building desgnM must verify Me appgoabRyof Ee4gn parameter and properly croscrale this design bm Me ..It buildiagtledgn. Bracing Indicated is to prevent buc0ing of rdMWal tads web andna rdom members onry. AddElonm lempomry antl pelmanem baring Welk' baMgsrre uh dtl rs EymdWpMWMWOapsewdhpossiblapersmalinjm =dpmp rlydanwge. Forgenemlguldanceregamingthe fabrication. Aorsgs,delivery, emotion and bmdng of busses and Was systems, see ANSUTP110uMWCMeda,DSB49and BCSIBuIIding Component 6904 Parke Eazl BNN. SaleryltdmmMlon avagablefrom Tmss PlmelnstEme,21BN.Lee SbeM ke312A1eaandda VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Oinola Res. T16390655 J37415 FG02 Flat Girder 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL - 34945, 8.240 s Dee 6 2018 MTek I ID:9g9lT0yyYEperCPltilwMXzh?Bp-0( 4-9-15 94i1 14-0-0 49.15 I 4A3 4-9-15 1 11 12 13 2 14 15 15 3 17 18 19 4 416 = 5.8 II 9xfi 2a II 31— 5 20 21 7 22 23 6 24 25 ass = 3.4 = VFRTICAI 1 PrR ARP Nr1T r)9S111MFII F(1R 1 ATFRGI LOADS IMPOSED By SUPPORTS (BEARINGS). 4-9-15 9G1 14-0-0 1 4-9-15 1 4-BJ 1 4-415 1915�4-8.3�4-415� Inc Thu Feb 28 10:55:21 2019 Page 1 Scale=1:43.0 Plate Offsets (X,Y)—Plate Offsets G(,Y)— 19:0-1-0 0-2-41 110:0-1-0 0-2-41-1-0 0-2-01 f10:0-1-0 0-2-01 LOADING (pat) SPACING- 2-0-0 CST. DEFL. in (roc) Vital LU PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Veri(LL) 0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert CT) -0.08 5-0 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.55 Hoa CT) -0.24 10 n/a Na BODE. 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 281 Ib FT=O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` BOT CHORD 1-9,4-10: 2x6 SP No.2 WEBS REACTIONS. (fib/size) 9=3465/Mechanical, 10=3602/Mechanical Max Harz 9=588(LC 4) Max Uplift 9=1608(LC 6), 10=1851(LC 7) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Uld) or less except when shown. TOP CHORD 8-9=3465/1608, 1-8=3202/1357, 1-2=1795/684, 2-3=1795/684, 3-0=1777/693, 510=3602/1851, 4-5=3264/1569 BOT CHORD 7-8=719/646, 6-7=101711824, 5-6=330/316 WEBS 1-7=111612832, 2-7=1498/157, 3-7=265/264, 3-6=1480/248, 4-6=115012874 Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 1 Row at midpt 1-9,4-10 NOTES. 1) 2-ply truss to be connected together with Iod (0.131 W') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4-1 row at 0-" cc. Webs connected as follows: 2x4 - 1 row at 0-9.0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wnd: ASCE 7-10; Vufi=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=27R; B=45ft; L=24fi; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about Us center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=11b) 9=1608, 10=1851. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12. 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24. 25. 26, 27, 28 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. Thomas A Albani PE No.10330 MiTek USA, Ina FL Carl 6634 6904 Parke East Bind. Tampa FL 33610 Date: February 28,2019 ®WARNING. Verin designPaamelem anEREAD NOTES ON THIS ANDINCLUOEB MITER REFERENCE PAGE MU-]47] rev. 10403alss BEFORE USE. Design valid roves only with Mmek®connectars. This design is based only upon parameters shown, and is loran indiNdual bulding composer, not atmss system.Befine use, the balding designer must witty"applisabaayofamign perameters and properly inantiorre mis design into the ownell building design. Bracing indicated lato prevent hurtling of lnd idual MISS web and/or MoM member ony. Additional temporary and permanent bracing pq WOW is always regu'ued for stabaty and to ins er coaapw with possible personal injury and pmpeny damage. Far general guidance regaining the fabrication, storage, deWery. ereciion and bracing ortmsses and Muss systems,see ANSVTP110uelify Crfmda, DSB49 and SCSI Building Component 6914 Parke East BNe. Safeylnbrmodun avagable Mom Tmsa Rmelns 0e,218N.Lee Streel,Suite SlZNmndda,VA=14. Tampa, FL Sol Job Truss Truss Type pty ply Dinola Res. 90 T763655 J37475 FG02 Flat Ginter i q L Job Reference (optional) east coast Iwas. et. Vents, EL-d4a46, 8.240 a Dec 62018 Minsk Industries, Inc. Thu Feb 2810:56:212019 Page ID:9g9tT0yyYEperCPltilwM%rh7Bp-0G80 IJ4Upir bfF4GABvloBnVglm'bSGn7judezgdf8 NOTES- 11) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 484 lb down and 673 lb up at 0-2-12, 160111 down and 254 lb up at 2-1-1. 182lb down and 2501b up at 4-1-1. 245 lb down and 272 lb up at 6-0-12. 245 lb down and 272 lb up at 7-2-0, 245 lb dove and 272 lb up at 8-3-4, 182111 down and 250 Ib up at 10-2-15, and 160 lb down and 2541b up at 12-2-15, and 520 lb down and 808 lb up at 14-14 on top chord, and 280111 down and 292 lb up at 1-812, 280 lb down and 292 lb up at 3-8-12, 2801b down and 292 Ito up at 5-8-12, 280111 down and 292 lb up at 7-8-12, 280111 down and 292 It, up at 9-8-12, and 280 lb down and 292111 up at 11-8-12, and 280 lb down and 29216 up at 12-74 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 14=180, 5-8=20 Concentrated Loads (lb) Vert: 1=4644=520 6=268(F) 12=15813=18014=24515=24516=24517=18018=158 20=268(F) 21=268(F) 22=268(F) 23=268(F) 24=268(F) 25=-268(F) 2) Dead +0.75 Roof Live (balanced): Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=170, 5-8=20 Concentrated Loads (lb) Vert: 1=-4044=4356=229(F) 12=141 13=161 14=-21715=21716=21717=161 18=-141 20=229(F) 21=229(F) 22=229(F) 23=229(F) 24=229(F) 25=-229(F) 3) Dead + Uninhabitable Adic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=140, S-8=-40 Concentrated Loads (lb) Vert: 1=296 4=316 6=170(F) 12=160 13-182 14=23015=230 16-230 17=182 18=160 20=170(F) 21=170(F) 22=170(F) 23=170(F) 24=170(F) 25=-170(F) 4) Dead +0.6 MWFRS Wind (Pos. Internal) Left Lumber Invease=1.60, Plate Increase=1.60 Uniform Loads (pH) Vert: 1-19=52, 4-19=85, 5.8=12 Horz: 1-9=32,4-10=39 Concentrated Loads (Ib) Vert: 1=537 4=604 6=284(F) 12-95 13=71 14=93 15=9316=93 17=71 18=95 20-284(F) 21=284(F) 22=284(F) 23=284(F) 24=284(F) 25=284(F) 5) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-11=85, 4-11=52, 5-8=12 Hem: 1-9=39, 4-10=-32 Concentrated Loads (Ib) Vert: 1=565 4=563 6=284(F) 12=95 13=71 14=93 15=93 16=93 17=71 18=95 20=284(F) 21=284(F) 22=284(F) 23=284(F) 24=284(F) 25=284(F) 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 14=142, 5-8=20 Horz: 1-9=55, 4-10=16 Concentrated Loads (Ib) Vert: 1=673 4=808 6=292(F) 12=254 13=250 14=272 15=272 16=272 17=250 18=254 20=292(F) 21=292(F) 22=292(F) 23=292(F) 24=292(F) 25=292(F) 7) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Invease=1.60 Uniform Loads (pit) Vert: 14-142, 5-8=20 Horz: 1-9=1 Q 4-10=55 Concentrated Loads (lb) Vert: 1=673 4=808 6=292(F) 12=254 13=250 14=27215=272 16=272 17=250 18=254 20=292(F) 21=292(F) 22=292(F) 23=292(F) 24=292(F) 25=292(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Invease=1.60 Uniform Loads (pit) Vert: 14=70, 58=12 Horz: 1-9=50, 4.10=50 Concentrated Loads (lb) Vert: 1=566 4=612 6=284(F) 12=127 13=107 14=129 15=129 16=129 17=107 18=127 20=284(F) 21=284(F) 22=284(F) 23=284(F)24=284(F)25=284(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 14=94, 5-8=12 Hem: 1-9=50, 4-10=50 Concentrated Loads (lb) Vert 1=603 4=677 6=284(F) 12=169 13=164 14=176 15=176 16=176 17=15418=169 20=284(F) 21=284(F) 22=284(F) 23=284(F) 24=284(F) 25=284(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1 at Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 14=142, 5-8=20 Horz: 1-9=27, 4-10=27 Concentrated Loads (lb) Vert: 1=6734=808 6=292(F) 12=25413=25014=27215=27216=27217=25018=254 20=292(F) 21=292(F) 22=292(F) 23=292(F) 24=292(F) 25=292(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Invease=1.60, Plate Increase=1.60 Uniform Loads(plp Vert: 14=142, 5-8=20 Horz: 1-9=27, 4-10=27 ®WARNING -Venfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEKR£FERENCEPAGEMII-047lrev. IAVO 015 BEFORE USE, ' DBSign v04 truss only eightMreaDconnectors. This design is based omy upon parameters Grown, and Is for an Inchidusl buildirig component Vol MIR abase system. Believe oruse. Me building designermust wdy parameters, Me app5eadity of design parameteand property InooTorate this design into Me overall bulldingdesign. Bmdng bMrcated Isla Omvenl bucyJMg of MtlMdual Mss web andlor Nob mambenony. AddillcnaltemporayaMan peanmrtbracing WOW Is always regulmd for stabi ty and to prevent collapse wM coasiGe personal injury and property damage. For general guidance regarding Me fdbrt(adon,domge,deUwy,emdionandbmdMdMssesend MsssyAems." ANSI RIQu01ffy CdWdfi,DSa89and BCSIBUIINng Compoaanf Saga Parke East 9M. Saraylnbrm n awgable from Truss Rme Ins ute, 218 N. Lee SUeet. Sufte 3f2 Nt dM, VA 22314. Tampa, FL 36810 Job Truss Truss Type 0ty Ply Dinola Res. T76390655 J37415 FG02 Flat Girder 1 �f 2 Job Reference (optional) Truss, Ft. Pieme, FL-34946, 8.240 a Dec 6 2018 MTek Industries, Inc Thu Feb 28 10:56:21 2019 Page 3 ID:gg9tT0yyYEpaCPjtilwMXzh?Bp-OG801J4UpjrdbfF4GABvIoBnVgjc bSGx?judezgdf8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1-6734=808 6=292(F) 12=254 13=250 14=272 15=272 16=272 17=250 18=254 20=292(F) 21=292(F) 22=292(F) 23=292(F) 24=292(F) 25=292(F) 12) Dead: Lumber Inaease=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pill Vert: 141=140, 5-8=20 Concentrated Loads (lb) Vert: 1=1654=179 6=112(F) 12=9213=10414=13415=13416=-13417=10418=92 20=-112(F) 21=112(F) 22=112(F) 23=112(F) 20-112(F) 25-112(F) 13) Dead +0.75 Roof Live (bal.) + 0,75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 14=171, 5-8-20 Herz: 1-9=41, 4-10=12 Concentrated Loads (Ib) Vert: 1=385 4=486 6=204(F) 12=179 13=175 14=187 15=187 16=18717=175 18=179 20=204(F) 21=204(F) 22=204(F) 23=204(F) 24=204(F) 25=204(F) 14) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Ungorn Loads (pit) Vert: 141=171, 5-8=20 Harz: 1-9=12, 4-10=41 Concentrated Loads (Ib) Vert: 1=385 486 6=204(F) 12=179 13=175 14=187 15=18716=187 17=175 18=179 20=204(F) 21=204(F) 22=204(F) 23=204(F) 24=204(F) 25=204(F) 15) Dead +0.75 Roof Live (bat.)+0.75(0.6 MWFRS Wind (Neg. Ing 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=171, 5-8=20 Herz: 1-9=20, 4-10=20 Concentrated Loads (Ib) Vert: 1=385 4=486 6=204(F) 12=179 13=175 14=187 15=187 16=187 17=17518=179 20=204(F) 21=204(F) 22=204(F) 23=204(F) 24=204(F) 25=204(F) 16) Dead +0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind (Neg. Intl 2nd Parallel): Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-0=171, 5-8=20 Harz: 1-9=20, 4-10=20 Concentrated Loads (Ib) Vert: 1=3854=486 6=204(F) 12=179 13=175 14=187 15=187 16=187 17=175 18=179 20=204(F) 21=204(F) 22=204(F) 23=2D4(F) 24=204(F) 25=204(F) 17) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-19=52, 4-19=85, 5-8-12 Harz: 1-9=32,4-10=39 Concentrated Loads (Ib) Vert: 1=306 4=-367 6=227(F) 12=154 13=175 14=214 15=-214 16=214 17-175 18-154 20=-227(F) 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=-227(F) 18) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Inaease=1.60 Uniform Loads(pIQ Vert: 1-11=85, 4-11=52, 5-8=-12 Herz: 1-9=39, 4-10=32 Concentrated Loads (lb) Vert: 1=-306 4=-367 6=227(F) 12=154 13=175 14=21415-214 16=214 17=175 18=154 20=-227(F) 21=227(F) 22=227(F) 23=-227(F) 24=-227(F) 25=-227(F) 19) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1A=142, 5-8-20 Harz: 1-9=55, 4.10=16 Concentrated Loads (Ib) Vert: 1=2674=2896=219(F) 12=10013=11414=14715=14716=14717=11418=-10020=219(F) 21=219(F) 22=219(F) 23=219(F) 24=219(F) 25=219(F) 20) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pig Vert: 13=142, 5-8=20 Herz: 1-9=16, 4-10=55 Concentrated Loads (lb) Vert: 1=-267 4=289 6=219(F) 12=10013=114 14=14715=-147 16-147 17=114 18=-100 20=219(F) 21=219(F) 22=219(F) 23=219(F) 24=219(F) 25=219(F) 21) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 14=70, 5-8=12 Herz: 1-9=50, 4-10=50 Concentrated Loads (lb) Vert: 1=306 4=367 6=227(17) 12=154 13=175 14=21415=214 16=214 17=175 18=-154 20=-227(F) 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=227(F) 22) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=94, 5-8=12 Ham: 1-9=50, 4-10=50 Concentrated Loads (lb) Vert: 1-306 4=367 6=227(F) 12=154 13=-175 14=-214 15-214 16=-214 17=175 18=154 20=227(F) 21=227(F) 22=227(F) 23=227(F) 24=227(F) 25=227(F) 23) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 ®WARNING- Verity design parameters and READ NOTES ON THIS ANDINOLUBED WTEK REFERENC£PAGE MII-1473 rev. 10103Re1S BEFORE USE. Design valid foruse onywhh MreMoonnectors.TNs design Is based only upon parmeters lrger, and is loran hNividual bulEbg component, nM a mass system Before use, the building designer must very the applicabJhyof design parameters and pmpery heartlands this design mtothe overall buildingdesgn.B.vg lMirated is to prevent buckling of individual Imes web Sadler chord members any. Adddionaltempoaryaedpermanealtmcing M!Tek' is aFwaye requhed for 9abildyandto pmvenl cogapse wbh possible persoul Injury and pmpedy damage. Far general guidance regarding the fabreen.n, Edrige, delivery, erstlion and bidding ofbusees and vuse systems, we ANSIMPB Ouelgy Crfrosle, OSS49 and BCS1 Building Component 69e4 Parke East BM. Sahryinfornmerms evaiWpb fmm Tmss PoMa Insihute, 218 M Lea SUeot, Bute 312 Alecantlda, VA 22314. Totaled, FL 36610 Job Truss Truss Type pry Ply Dinola Res. Tifi390fi55 J37415 FG02 Flat Guider 1 q L Job Reference (optional) truss, Ft. Pierce, FL-B4946, 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Feb 28 10:56:212019 Page 4 ID:9g9tTOyyYEperCPjtiKvMXzh?Bp-OG801J4UplydbfF4GABvloBnVgjC SGx?judezgdf8 LOAD CASE(S) Standard Uniform Loads(plf) Vert: 14=142, 5-8=20 Horz: 1-9=27, 4-10=27 Concentrated Loads (lb) Vert: 1=267 4=289 6=219(F) 12=100 13=114 14=14715-147 16-147 17=11418=100 20=219(F) 21=219(F) 22=219(F) 23=-219(F) 24=219(F) 25=219(F) 24) Reversal: Dead +0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=142, 5-8=20 Horz: 1-9=27, 4-10=27 Concentrated Loads (lb) Vert: 1=-2674=-2896=219(F) 12=100 13=1 14 14=147 15=-147 16=147 17=11418-100 20=219(F) 21=219(F) 22=219(F) 23=-219(F) 24=219(F) 25=219(F) 25) Reversal: Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert: 1-4=171, 5.8=20 Hoa: 1.9=41, 4.10=12 Concentrated Loads (lb) Vert: 1=386 4=407 6=280(F) 12=122 13=-139 14=-191 15=191 16=191 17=139 18=122 20=280(F) 21=280(F) 22=280(F) 23=280(F) 24=280(F) 25=280(F) 26) Reversal: Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-4=171, 5-8-20 Horz: 1-9=12, 4-10=41 Concentrated Loads (lb) Vert: 1=-386 4=407 6=280(F) 12=122 13=-139 14=-191 15=191 16=191 17=139 18=-122 20=-280(F) 21=280(F) 22=280(F) 23=280(F) 24=-280(F) 25=280(F) 27) Reversal: Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. lm) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plp Vert: 1-0=171, 5-8=20 Harz: 1-9=20, 4-10=20 Concentrated Loads (Ib) Vert: 1=-W6 4=407 6=280(F) 12=122 13-139 14-191 15=191 16=191 17=139 18=122 20=280(F) 21=280(F) 22=280(F) 23=-280(F) 24=-280(F) 25=280(F) 28) Reversal: Dead +0.75 Roof Live (ban.)+0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=171, 5-e=20 Hoa: 1-9=20, 4.10=20 Concentrated Loads (lb) Vert: 1-386 4=4076=280(F) 12=122 13=139 14=191 15=191 16=191 17=13918=-122 20=-260(F) 21=280(F) 22=280(F) 23=280(F) 24=-280(F) 25=280(F) ®WARNING- Ponly design paiamelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MILI<Ta rev. 10,03QOIS BEFORE USE. *e Design wAs! for use onrywM WeMoommectors. MIS design Is based only upon parameters Mown, and is for an ildivpual bUhdng Component, am a huts syshem.Before Use, the Waing deslpnernasavanrytM eppOrsblYty of design Paramecia and property incoryorme Nis design Mt. Me overall bwldingdeslgn. BreclogIndicated IstoPrevent budding of ndiNdualMISS web amYarMadmembers am, Addasnaltempareryandpenmanembrecing WGIC Is always Malmo for Liable, andt0 prevem WHapse wdb possible personal lrjuryaod property damage. For geneml guldance regeding the fabdcellon,Storage. deWery. erection and bredrg Ofhasses and mass systems. see ANSV fCuaso,Cduda, DSB49 and BCS1 Building Component e904 ParMe East BIW. Safetylnformadw evadable bvm Trvse Rate Inditma. 2ls N. Lee Sham, Sues Ja, Alexandria, VA 29Gta. Tampa. R 36610 Job Truss Truss Type 0ty Ply Dinola Res. T16390656 J37415 FG03 Flat Girder 2 q L .Inh Reference (optional) East GDast l rusq rL rlelca, l-L -:weal; 8,240 s Dee 6 2018 MITek Industries, Inc. Thu Feb 2810:56:22 2019 Page 1 ID:9g9tT0yyYEPaCPjtitwM%zh7Bp-sSimEf56aOzUDppGgli819k3s4BYfBsG9fTRA42gdf7 24 0 241-0 + 2-M r 4x8 = 5 3xe = 4x8 = sea II Scala-1:13.2 243-0 z4w LOADING last) SPACING- 2-0-0 CSI. DEFL. in (toe) I/de0 LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 -999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.01 5 >999 180 BCLL 0.0 ' Rep Stress Ina NO We 0.15 Hoa(CT) -0.00 4 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 741b FT=0% LUMBER. BRACING. TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied ors-4-0 oe punins, BOTCHORD 2x4 SP No.2 except end verlicals. WEBS 2x4 SP No.3-EXcept• BOT CHORD Rigid ceiling directly applied or 10-M oe bracing. 1-6,34: 2x8 SP No.2 REACTIONS. (Its/size) 6=809/1VIechanical,4=628/Mechanical Max Harz 6=115(LC 5) Max Uplift 6=525(LC 4), 4=-006(LC 5) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-6=781/529, 1-2=665/433, 2-3=665/433, 34=-600/411 WEBS 1-5=524/807, 2-5=876/602, 3-5=524/807 NOTES. 1) 2-ply buss to be Connected together with 10d (0.131"x3") nails as follows: Tap chords Connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0.9.0 cc. Bottom chords Connected as follows: 2x4 -1 row at 0-9-0 cc. Webs Connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.OpsY h=27N; B=45R; L=24X; eave=4fi; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 aid bottom chord live load ndncenctrrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will Tn between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except N=lb) 6=525, 4=406. 10) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 610 Its down and 538 Its up at 1-4-12, and 476 lb down and 330 Ib up at 3-4-12 on top chord. The design/selection of such connection device(s) is the responsib9lty, of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1.3=54, 4-6=20 Thomas Albanl PE No.39380 MITek USA, Inc. FL Cart 6934 8904 Parke East Blvd. Tampa FL 33910 Data: February 28,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MI1.1473 rev. IDAXWO15 BEFORE USE. Design valid for use only wan Meek® connects. This design is based my upon parameters shows, and Is for an Invested Wild" wn,xvia ,not a buss system. Sabre Use, the belong designer men verify the appgtablln, of design parameters and prePery ncamorme He design Into the overall bwWngdogrin. BMGgiMi edistoprevantbuG 9OMdMdualtmawe www Uommembenmy. AddtonaltemperagaM rmaneMbmchg M7ek' Is always rexulred for stablgy and to Prevent cogapse wM possible Personal Injury and Property damage. Far general guidance regarding the fabriwllon,storage. deevery, erection and bri of Msws and truss "ems, we ANSgrPH Duality Cdieda, DSB29 and SCSI Building Component 6904 Pads East BM. SeAdykirormaflon avaJaMe hem Tsa Plate InsliWte, 21e N.lea Sireet, Suae 312, Nexmdda, VA 2z310. Tampa, FL 36510 Job Truss Truss Type pry Ply 13mola Res. T16390666 J37415 FG03 Flat Girder 2 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL-34946. LOAD CASE(S) Standard Concentrated Loads Ila) Vert: 7=-610 8=476 8.240 s Dec 6 2018 MITek Industnes, Inc. Thu Feb 2810:56:22 2019 Page 2 ID:9g9tTDyryYEperCPltitwMXzh?Bp-sSimEf56a0zU DppGgti81?k3s4BYf8sDgfTRA4zgdf7 ®WARNING. Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI47473 my. lgMaSIS BEFORE USE. Design valid far use only with NinekW eaAmeor.Thls design is based only upon parameters shown. and Is for an malaidual building component, not a ausaSystem. Before use, the bwdiag designer mustwelythe a pptirabiNyofdini, parameters and propeM hcamomte sib dealgn adotbe owril -fY� bwldwgdesign. BmdnB indicated is to prawn bucting ar thdMdual toss web andlar clIord member only. A4diWnal temporary and pemunem tracing MiTek' Is ehlays regulied for stebllay and to plewm=V.pse with posside personal lrjuryand property damage. Forgenemi guidance rag oiling the fabrication, starage, detivery,erection and brdng oftrusses and truss Systems,see ANS07711 Dually Crlmrto, DSB49 and 8=1 Bulldlog Component 6906 Parke East B". SetaylnMrmefldn MtUbkh Truax MMelnsibwe,216N.Lee d,Sude312Aiexaedde.VA22314. Tampa, FL 36610 Job Truss Truss Type pty Ply Dinola Res. T16390657 J37475 FG09 FlatGirder 1 q L Job Reference (optional) Truss. YL Vielee, 1-1--34a45, 8.240 a Dec 6 2018 MiTek Industries, Inc. Thu Feb 2810:56:23 2019 Page 1 ID:9g9tTpyyYEperCPjlilXzh7Bp-KeG8R75kLK5LmOTObDNgDHOAUWgOOM70JC7i Jzgdf6 1 5x5 = R A 2 3xe 11 Scale-1:12.8 Plate Offsets (X,Y)— j1:0-2-8 0-2-121 13:0-2-8 0.2-121 LOADING (psp SPACING- 2-0-0 Cat. DEFL. in (loc) Udeff Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Hom(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 49 lb FT=0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=945/0-4-0, 3=1221/0-4-0 Max Ham 4=115(LC 5) Max Uplift 4=-814(LC 4), 3=1045(LC 5) Max Gmv 4=1251(LC 13), 3=1682(LC 13) FORCES. (lb) -Max. ComplMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 1-4=1214/837, 2-3=1626111042 Structural wood sheathing directly applied or 4-0-0 co pur ins, except end verticals. Rigid ceiling directly applied or 1043-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3') nails as follows: Top chards connected as follows: 2x4 - 1 row at 0-9-0 Do, 2x6 - 2 rows staggered at 0-9-0 Go. Bottom chords connected as follows: 20 - 1 row at 0-94 Go. 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: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsf h=27ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 par 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. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 4=814,3=1045. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1346 lb down and 790 lb up at 1-3-4, and 1346 lb down and 7901D up at 33-4 on lop chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=54, 34=20 Concentrated Loads (@) Vert: 5=946 6=946 Thomas A Albeni PE No.39380 MiTek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING- Venry design pammesers antl READ NOTES ON TNTS AND INCLUDED MITEK REFERENCE PAGE 44II-7473 rev. 10113MO15 BEFORE USE. ' Dmim valid the use onlywan MTeM Connectors. Telldesign Is based only upon parameters shown, and is for an iMi,idual feuding campon i rut Mal a toes System. Before use, Me building desgner must vent' the apptiominty of deep pammeters and propertynoolpOrtla this design into Me oeerall building design. Boeing holiwted is fo preuenl buckling of lndMdual Miss web andim chord members any. AIdnlonal temporary and pemlersent brecirg MOW Ie always required for slabildy and to povent aRepse with passible personal injury and property damage. For general guidence regontug Me fabrication. Giage,delivery, emblem and bradeg of tmsss and huge system; see ANSYnelf OuaINy edmda, DSBA9 end SCSI Building Component 691 Parke East BIAL So dlyheformetion mmig ele fiord Truss Plate Missile, 218 N. Lee Street, Sdm 31Z Alexandria, VA 22314. Tampa. FL 36310 Job Truss Truss Type pry Ply Dinola Res. T76390658 J37415 vZ Valley 1 1 Job Reference (optional) B.240 s OBC 5 2018 MITek Industnes, Inc. Tbu Feb Z8 lU:b6:24 ZU19 Pagel ID:9g9tTDyyYEperCPjtilwMXzh9Bp rgWfL6M6eECS7zfy1icNDpRJtt1741jdzyYE=gW5 23 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - rda 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) nia - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=472-0-0, 2=34/2-M.3=13/2-0.0 Max Horz 1=34(LC 8) Max Uplift 1=21(1-C 8), 2=-43(LC 8) Max Grev 1=47(LC 1), 2=34(LC 1), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =16.9 PLATES GRIP MT20 244/190 Weight: 51b FT = 0% Structural wood sheathing directly applied or 2-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0Be bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires wntinuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncerent 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 "fide will Td between the bottom chord and any other members. 7) Bearing atjoint(s) 2 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 1, 2. Thomas A Alban! PE No.36380 Mi7ek USA, Inc. FL Cart 6634 9904 Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARNING -Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE MIIJ1731., 1010312015 BEFORE USE. ' Design valid foruse may with Walla amWe.. This design is based arty upon panmcters Mawr, and Is for an individual budding compmlenL rim a truss syauan. Before use, me bWWgg designer must wanly Me applicability of design parameters and propeily hemmaste mis design Into 0. overall bwleingdestim Bracing imiicated is to prevent buckling of Wdvidual buss web aoSorcortl memban onty. Addiionalumponryandpennanemordang MiTek' Is always required for stabilby, and to prevent romps' win posaiaM personal lntay and property damage. For general guidance regarding me fabrication, storage, doliway,erection and bradlq of Wssas aM mesa Systems,see ANSM11 Qualily Crean, DSB49 and SCSI Building Component Sffietyinfardele0n avbblenom TrussPlAo InsWOe,218N.LaeS M.S0.312,Alexandria,VA22314. e904 Parka East Blvd. Tanga,FL 36610 Job Truss Truss Type Qty Ply Dinola Res. T16390659 J37415 MV2A Valley 1 1 Job Reference (optional) Lie.inrminuusc rw= . -0.0ID:9g91TQyyYEpaCPjtlwMF�v;Z.M2HYMH9os%srdh5mPzgdl4 -ll-0 5.00 12 2 Safe =1.6.2 Ia a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 0deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.24 Vert(LL) 0.00 2 MIT 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 VerUCT) -0.00 2 Nr 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.DO n/a Mile BCDL 10.0 Code FBC2017lrPI2014 Matrix-P Weight: 516 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ibls'rze) 1=16/2-0-0,3=39/2-0-0 Max Horz 1=64(LC 8) Max Uplift 1=63(LC 8), 3=67(LC 8) FORCES. (Ie)-Ill. CompJMax.Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=27ft; B=45ft; L=2411; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; lil (directional); cantilever left Bad right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or Tough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live leads. 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 Tit 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) 1, 3. Thomas A Albans PE No.36380 I l7ek USA, Inc. FL Cad 8634 6904 Padre East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING- Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE mIF7473me YWOWO15 BEFORE USE. ' Design valB for use call wall effeMoonnemors. This design is based wly upon parameters shown, and is far an Ux iNdual building wmponem, not a truss system. Before use, Ore lauWing designer must wart(, me applwbiay of design parameters and properly Inaugurate Nis design into the ownl bWidingdedgn. Breeng Indicated late prevem backing d edabduat Was web andler choral members any. Amiginaltemporaryandpermanembracing We[( Is always required air subliy and to Pevem collapse with possible personallnjal property damage. ForgenerdlguidancaregaNingtbe fbriwtlon,storage, delivery, erection am among oftmssos and Vass systems, see ANSVTPI10ualiy Cdroda, DS649 and SCSI Building Cernponent 6904 Pads East Bled. Saretylnlommed.. avabbk from Truss Plate lns9tma, 218 N Lee b M. Suke 312, M..a dm , VAM14. Tampa, FL 36610 Jab Truss Truss Type Oty Ply Dinola Res. T76390660 J37415 MV4 Valley 2 t Job Reference (optional) a zqu s vac o ms o.'I mausmes, mc. u raga ID:9g9tT0yyYEperCPjtilwMWh7BµH1 Ovsh7 UM24HYrVOGmeMZHAjs) srdh5mPzgdf4 Scale=1.11.1 2 3 2x3 I � 2X3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) Na - GIB 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 13 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 1=11614-0-0, 3=116/4-0-0 Max Ho¢ 1=99(LCS) Max Uplift 1=-65(LC B). 3=73(LC 6) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I11) or less except when shown BRACING - TOP CHORD Structural mod sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100111 uplift at joinf(s) 1, 3. Thomas A Albani PE No.393110 MITekUSA Inc. FL Cert6034 B904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING -Venlydoves parameter and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev. 10,03I3015 BEFORE USE. Design valid for use only with MTek®cmneclo s. Thls design Is based only upon paradiCem shown, and is for an Individual hAlding component, rat a truss system. Befnm Use, Us budding designer must vedy Ue app udbiley of design parameters and property Inrarpomto Nis design bdd the 0"M11 buitdingdesign. Bmchgindvatedistopreve WWingofhdMtlualWssweb.Cdra.Mmembemony. Addabnel tampomryand permanent bracing Mel( Is always required for subli y and to PMWM cdaepse wen possible personal injury and property damage. For general gudance naming Me febdration,Mero9e.dewery,emdionmdbmdNof WesesaM sssWems,see ANSWRi DeWitt, Corona, DSBa9 and SCSI BuIINng Componont 59)4 PaMe East Blvd. Seyeglnrprmetion a Mblefmm TruesPlate InsMO0,218N.LeeS M,Sude3t2Alexandda,VA22314. Tampa. FL 36810 Job Truss Truss Type pry Ply Dinole Res. T16390651 J37415 MV6 Valley 1 1 Job Reference (optional) Ole. S VbG O Z. 1.. 1. tlR rrlUYiYItlS. I U.. . Flu rtlu[oI .JU.CV .Id 1U9tll ID.9g9tTOyyVEperCPjtilwMXzh7Bp-IDyH418ceFUvi0723jn4Srvl7hSLbE74HRfJagdf3 2x4 II 2 3 2 3 2x3 II LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (roc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) nta - rda 999 TCDL 7.0 Lumber DOL 1.25 SC 0.42 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=190/6-0-0, 3=190/6-0.0 Max Ho¢ 1=163(LC 5) Max Uplift 1=106(LC 8), 3=119(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown Stale: 3/4'=l' PLATES GRIP MT20 244/190 Weight: 20 Is FT=0% Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 104)-01 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf h=27ft; B=45ft; L=24111; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 Ib uplift at joint(s) except (p=lb) 1=106. 3=119. Thomas A. Albagi PE No.39380 Mrfek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING. Vedfy domgarswomerers and READ NOTES ON TMSAND INCLUDED MITE, REFERENCE PAGE M14Td)3 rev. IaV3/1015 BEFORE USE. Design yard for use only win MRsolosormetere. Tills design Is based only upon parameter sheen, and Is for an Individual buudag w-poram. mri Mal' �� e Wee system. Before use, the holding designer muswriy the applicability of desgn parameters andpropeMNtormade Nlsdesign Mho Na buidingdesign. Snaring Indicated is to prevent buckling of NdMdual truss web Boma onora members easy. Addillonaltempemryardpermaneaboacing MiTek' Is atwap required for 9xbiNy and to proved ertapm wdh psmWo personal injurywd property damage. Forgemmeiguidanceregardiog Me febdwlion,dbmge.delivery,ere0onwdbmcingoftmsmsand Wsssydems,see ANStlIPIS QueIIy clouds, DSB89 and BCS/ Building Component 6904 Parka test BW. Sa"Iduormmion availablehem Truss Plate InMWu 216N.Lee9 et,5ude312Alexandria VA22316. Tampa,M 36610 Job Truss Truss Type Qy Ply Dinoto Res. T76391)662 J37415 MV8 Valley 1 1 FJob Reference o Hanel 0 .L40 s ued 6401d Ml l ex lnaUSUIeS, mc. mu eeDeu 1U:uO:1G1ola rages ID:9g9tTOyyYEperCPjt!WMXzh7Bp-IDyH418ceFUviQ723jn4SrvjLhMbry94HRfJmgdf3 2x4 II Scala -1:20.0 3 5 4 2x4 1.4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) III Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(ILL) n/a - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) Na - No 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(CT) -0.00 4 Na No BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 29 Do FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=91/8-0-0,4=117/8-0-0,5=318/8-M Max Ho¢ 1=226(LC 5) Max Uplift 1=19(LC 8), 4=70(LC 5), 5=236(LC 8) Max Grail 1=101(LC 14), 4-118(LC 13), 5=318(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=230/278 Structural wood sheathing directly applied orb-0-0 0o pudins, except end verticals. Rigid ceiling directly applied or 1G.M GG bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=oft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked fora plus or minus 0 degree rotation about its center. 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 rd between the bottom Word and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) 1, 4 except (jt=lb) 5=236. Thomas A. Albanl PE Na.39380 it USA, Inc. FL Can 6034 69U Parke East Blvd. Tampa FL SU10 Date: February 28,2019 ®WARNING -Wily deign parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE 1,1IIJ473 rev, 10/01015 BEFORE USE. we Design valid brute onywM MiTeMconnectare. Hies design is based any upon sometimes Aovin, end is for an tndividual WHOM component net a auss system. Before uro the beading designer muervedy the applicability of design parameters and pripeM kcamorete Nis design into the overall t buikngdesyn. Bre[NgaveragedIstopreventWalingafandgedualmisswebanNrcNONmembersmy Addmonaltemporaryendpennanerrtbracing MiTek' Is allays requbed for stability and to present coaapeewah possible personal lriuryand propeM damage. Forgeneralgukanceregakbgthe fabdeaaon,Manage, delivery, erecron and brdng ofbusses and Vues systems. we ANSMIf Duelist' 6lfeda, DS"S and BCSI Building Component 6904 Parke East Blvd. SarelylnMrmadon availabb aim TNss PIMe IniaNe, 210 N. Lee SMeI, Suaa 3f2 Alexandria, VA 22316. Tampa, FL 36610 Job Truss Truss Type pty Ply Dinola Res. T16390663 J37415 MV10 alley 1 1 Job Reference (optional) Gasrs.Gasru , n. nerve,"-JRYRG, 8.240 s UBG 6 2016 MITek IndU6VleS, Inc. I nu FeD 261¢56:23 2019 Page i ....ro.r......v...no.. venooncu veI ..nTnnnu..nuevi Icon.�on irosnn..,ac Scale=1:23.2 3 2x4 i 5 42x4 II I LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (toe) litter Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - rda 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.11 Horz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2017rFP12014 Manx-S Weight: 37111 FT=0 LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP ND.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/sae) 1=121/10-M, 4=147/10-0-0, 5=408/10-0-0 Max Hom 1=289(LC 5) Max Uplift 1=27(LC 8), 4=-88(LC 5), 5=303(LC 8) Max Gmv 1=132(LC 14), 4=148(LC 13), 5=408(LC 1) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-294/355 BRACING. TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-D-0 GG bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load noncencurrant 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 IS uplift at joint(s) 1, 4 except (jt=1b) 5=303. Thomas A. Albanl PE No.39380 MiTak USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33010 Date: February 28,2019 ®WARNING -Verily design paramelers antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. RVONNI15 BEFORE USE. ass — Design valid Mr use enywah MTOW ton teaors. This design is based Only upon ParameleM shown, and is for an bdividual putting componeM, not a truss system. Before use, the building designer must verify the applicability of design parameters and property tmolpmate this design into the overeu buildingdesgn. Bracing iMicaled is to poaem pudtingINNdmduel wssweb andlor NONmembers ony. ArldAonaltenprujmNpmmmmAlancing MiTek' is stains; required for stabiity and to prevent oollapse with posside pers oral lNuryand property damage. FOrgeneml guldmoe regaNdm the falucation,storage. delhrery, emotion and bradng M tosses mk Wea systems.see ANSpTPII Quality Cmado, M"9 and BC51 Building Component 6904 Palm East BW. Saletylnhrmarbn available fmm Tluss Plata InSitute, 218 k Lea street, Suee312, Alelmndrl; VA22314. Tampa, FL 36610 ob Tvss Truss Ty Oty ply Dinola Res. T7639W64 J37415 MV12 Valley 1 1 Jab Reference (optional) east coast iruse, rt. Fierce, rL-sne4u, 6 .z4o s Dec u zula mu ex inousmes, mc. mu reo co iu rayni ID:9gglTOyyYEperCPjliWMXzh?B"rgW RBM6eECS7zfy11cNOpl6tmo721jdzyYEagdf5 Scale=1:27.9 3x4 5 4 W4 II 2x4 II LOADING (par) SPACING- 2-0-0 CS'. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ve I(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT) DIG - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 Na Na BCDL 10.0 Code FBC2017rTP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=150/12-0-0, 4=176/12-G-0, 5=497/12-0-0 Max HDrz 1=353(LC 7) Max Uplift 1=35(LC 8), 4=106(LC 5), 5=370(LC 8) Max Grav 1=162(LC 14), 4=178(LC 13), 5=497(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/97 WEBS 2-5=-359/433 PLATES GRIP MT20 244/190 Weight: 451b FT=0% Structural wood sheathing directly applied or 6 G-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=27ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5)' This titles 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 fa 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 aljoint(s) 1 except (jt=1b) 4=106,5=370. Thomas A Albani PE No.39380 MiTek USA, Ina FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Dale: February 28,2019 ®WARNING-Wfif da,ign➢ammelers and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE➢AGE Net 7473n,1109M015 BEFORE USE. Design valid for use only wah linaMexamegors. Ttus design is based only upon parameters shown, and is far an IMiNdual Wilting component, not a truss system. Before use, the building designer must verily doe applicability of design parameters and property Ncoryarem Nis design "a me overall buildingessign. Breeing indicated is to prevent Audi of Indidual suss web Indoor around members only. AddNonal tempoaryaM permanem bracing MiTeW is akveys nyvired for stabirmy and to prevent cotiapse wait posslNe personal hyury and maturity damage. Forgene al guidance regardug doe fabrication, Stamps. delivery, erection and bating oftnsses and truss systems, we ANSVER11 quarry CANOD, DSB89 and Bear Building Component Bass Parke East BIM. Safayinformadon avatiablefmm Toss Platelns Oe,218N.Lee SI Suae312A1exandda,VA22314. Tampa, FL 36610 ob Truss Truss Type pry=PtyDholaT16390665 PB1 Piggybaca 8nnlinnnll 3 H 1x4 It 6 4x4 = O.L9V 5 UBC O LuIC MI I eK RIUusenes, Inc. 1 nu roo L6 I J.D0.4f 4V 18 r-8ga I 10:9g9tTQyyYEpaCPjtiAvMXzh?Bp-DQVfHN8FPZcmJaiEdQIJ?3RyRSuYKRB9JwACrizgdf2 2x4 = Scats =1:11.7 6-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 4 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-P Wmd(LL) 0.00 4 n/r 120 Weight: 161b FT=O% LUMBER. BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=112/3-11-6, 4=112/3-11-6, 6=139/3.116 Max Horz 2=31(LC 6) Max Uplift 2=126(LC 8). 4=126(LC B), 6=37(LC 8) FORCES. (lb)-Max.Camp./Max. Ten. -All forces 250(I1g) or less except when shown NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=27ft; B=45ft; L=24fi; eave=4ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent 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-D-0 wide will fit between the bottom Chord and any other members. 7) Provide mechanical connection (by others) of Buss to bearing plate Capable of withstanding 100 lb uplift at joints) 6 except Qt=11g) 2=126, 4=126. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or Consult qualified building designer. Thomas A. Albeni PE No.39380 MiTek USA, Ina FL Cart 6634 69U Padre Eart Blvd. Tampa FL 33610 Dam: February 28,2019 ®WARNING- Verity design parameIers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII4473 rev. 10/03/2015 BEFORE USE. DeRtIn valid for use ONywith MiTew!) CMrleCOM. Th19 design is based er ly upenpe2mele2 shouri, and i9 foran individual W3dlflg eamganxi nd weew l a trusssyslem.Bafao usa, me bulking designer must verihjure epp9oebilay of dedgn pammdars and pmpeM amryorde Nla design fixo the owmil t building design. 6reW'IMkabtlisto Oraveni buckang d U"dual buss web said Chord members ony. Motional tenses, am pelmenem beta' MiTek- isahvaysrequlredfordaba4yandtoprevemcoaaysew4hgossidepersonalinjuipmyedydamage. Forgenmdguldancemgamagthe fabdmton.MOMge,defivery,emdiwn dbradMOWssesand Uusssystems.sea ANSUTPH duality Cafad, DSBd9 and SCSI Building Component 6904 Plates East Bind. SubfylnMrmafion avaaabk hom Tmsa Plate Inddde.2lB N Lea Sbeet Suee312 Alexandda, VAY 314. Tampa, FL Seat Job Truss Tmss Type Oty Ply Dinola Res. T16390666 J37415 V3 Valley 1 1 Job Reference o tional east coast truss, n. FORM, rL-44114% 0 2x3 5.00 12 2 2x4 = e.24U s Dec 5201E MITex Industries, Ine. Inv 1-.0 Zu Ww:el LU1a rage T zx3 a 3 LOADING (pall SPACING. 2-0-0 CSI. DEFL. in (loc) tiger L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n1a - n1a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ver(CT) nla - 1 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight 9 lb FT = 0 TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-8-3 as pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=82/3-8-3, 3=8213-83 Max Horz 1=13(LC6) Max Uplift 1=-49(LC 8), 3=49(LC 8) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27fl; B=45fl; L=24ft; eave=4fl; Cat. II; Exte C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabdeator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord beading. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding IOD Ib uplift at joints) 1, 3. Scale = 1:6.9 Thomas A. Albani PE No.39390 MITek USA, Ina FL Cert 8604 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING-Venly dsm pI arameten antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M6T4ra rev. 1N9J4015 BEFORE USE. Design rdm for use only with MTeM camedors. This design is hazed ony upon pmameters shoem, and is W an Individual bustling component. not a mess system. Befam use, the Makfing designer mud very the applicability or design parameters and pmpedy focoRorAo mis design had the overall bwldingdedgn. Bracing]Micasedistoprewntb.G gafindMdual WsswebwdrorMoNmembommy. Adddiondlempoeryandponamentbrxcing NOW Is dismays required for dabillyand to ponem cokapes with possible personal injuryand property damage. ForgeneM guidance segeding the Iadoa6on,storage. debvery. Somalia and bmdng oftescos and buss ryatems. we ANSgrpll quality Cohen, DW49 and SCSI Building Component 69041aaIXeFMBW. Sa"ll9yorma navailable from Tess Pieta Insiluta.218 N. Lee SUed, Suka312. Alexandria. VA22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Dinola Res. T16390667 J37415 ZCA Jack -Open 24 1 Jab Reference (optional) r rues, ri. rlerce, rL-L+eRb, 8.240 s Dec 6 2018 MRek Industries, Inc, Thu Feb 2810:56:28 2019 Page l ID:9g9tTOyyYEperCPjlihvMXzh9Bp-hc31Vj9tAskdzkHOB8pYXG 5KVB03uklYa NkzgtlH 1-3.12 1-3-12 Scale =1:7.2 2x3 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.00 6 n1r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 4lb FT=0% LUMBER - TOP CHORD 2z4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=0/Mechanical, 3=96/Mechanical Max Horz 2=-110(LC 8), 3=145(LC 8) Max Uplift 3=114(LC 8) Max Grav 3=96(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-3-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.0-0 GC bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=6.Opst, h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Ecp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for mesa factors. 3) Plates checked for a plus or minus 0 degree rotation about he center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except gt=lb) 3=114. Thomas A. Alban! PE No.79360 MRek USA, Inc. FL Cart 6634 6904 Pads East Blvd. Tampa FL 33610 Date: February 28,2019 ® WARNING -Verify deelan Panmelers and READ NOTES ON TMS AND INCLUDED MRER REFERENCE PAGE Mll-7473 rev. 1W0312e15 BEFORE USE. Design vald mr use ony wait unfebe cameetors. This design Is based any upon parameters shown, and is tar an MaWEual building compared, not a Gusts Sydem. Berns use. the balding designer must vedry Me appilcri design perimeters and pmpaly inmrpordea NH design Into the overall building design. Bmdng indicated is to prevent ondrs g of Individual Wes web arWmr Nod members any. Addaional temporary and permanent bracing WOW Is always requlred for stability and to proved mAapse win anode persocal in)uryand propay damage. For general guidance modral the fabrirah'on, storo99e,delivery, ereddn and bmGng V Wasesaad truss systems,see ANSVTP11 Duality Cddde. DS"9 and Is= Building Component Saf lyinformallpn avaJable from Tvae %ate na4ule, 210 N. Lee.4raeL Suae 312, Nexentlda, VA 22314. said Parke East Blvd. Tanpa, FL 36610 Job Truss Truss Type Dry Ply 0inole Res. T16390668 J37415 ZCJ3 Jack -Open 24 1 Job Reference (optional) case.....ruse, rL t-terce, rL-aRuao, 8.240 a Dec 62018 MiTek Industries, Inc. Thu Feb 2810:55:29 2019 Page 1 ID:9g9tTGyyYEperCPjUWM%Th7Bp�9odPi2AVxAsUZusdkfKn4U%GfuYmKgSm EIJvAzgdfO L 12 1AE 1-7, Scale =1:11.4 LOADING (psQ TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017lrP12014 CSI. TC 0.19 BC 0.18 WB 0.02 Matrix -MP DEFL. in Vert(LL) 0.00 Vert(CT) 0.00 Hom(CT) -0.01 (loc) Udell Ltd 5 >999 240 45 >999 180 3 Ida n1a PLATES GRIP MT20 2441190 Weight: 121b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3312 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 104-0 Go bracing. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=6/Mechanical, 4=19/Mechaniral, 5=253/0.8-0 Max Hom 5=87(LC 8) Max Uplift 3=29(LC 5), 4=19(1_C 1), 5=226(1_C 8) Max Grav 3=21(LC 13), 4=31(LC 8), 5=253(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) Or less except when shown. NOTES- 1) Wnd: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; 8=45$ L=24ft; eave=4X; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to amount for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chord live load noncencurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 5=226. Thomas A. Alban! PE ND.39380 Mi7ak U9q Ina FL Cad 6034 6904 Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARNING - Verily designparameten and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE M11d473rev. 16m"D15 BEFORE USE. Design void for use only term MRek®oannedols. We design Is based onlyupanpaamelers shown, and IS for an individual bending component, not Lao' � a hose system. Before use, the MAMM,designer must Vestry Me eppgbie cay of dedgn parameters and property incorporate the Ode design intotM1eoveMil buildingdesign. Smdng indicated into proysM budding oflndiNdual Ross web anmaredmm members only. Milfionalumponot Iolpmromentbracing MiTek' Is always repulred for stability andto prevent collapse wen possible peremulinju,sed property damage. Forgererelgudalca.ganinglme fabdwllon, Module.deGVen. emcian and brads, Mmsse9 and Must Students. see ANSImell 0uallry CHINA DSB49 and BC51 Building Component 69o4 Parke East Bud. Sm"I.Andomfiae available from Trosa Plate lDstaNe, 310 N. Lee Bbeel, Suae 312, Alexantltla, VA 22J16. Tampa. FL 36610 Job Truss Truss Type Oty Ply Dinola Res. T76390669 J37415 ZCJS Jack -Open 20 1 .Inb Reference lnnfinnall Res, coam I russ, IL rte ce, I'L-:wvoo, 8.240 s Dec 62018 MiTek Industries, Inc. Thu Feb 28 10:56:29 2019 Pagel ID:9ggtTOyyYEperCPjtilwMXrh7Bp-9odPi2AVxAsUZusdkMrWUXFiuYfoKTSmEIJvAzgdfO 1 }8 5312 r 14.8 3-7-0 Scale=1:16.5 ' t4B 3-114 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in floc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.25 Ven(LL) -0.01 4.5 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Ved(OT) -0.01 4-5 >999 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.03 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS Weight: 18 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/See) 3=74/10echanical, 4=26/Mechanical, 5=288/0.8-0 Max Harz 5=141(LC 8) Max Uplift 3=99(LC 8), 5=218(LC 8) Max Grav 3=77(LC 13), 4=55(LC 3), 5=288(LC 1) FORCES. (Ib)-Max. CompJMax. Ten. -All forces 250(lb) or less except when shown. WEBS 2-5=215/265 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=6.0psf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; ESP C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencament with any other live loads. 5) a 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 B between the bottom chord and ariy 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 atjoint(s) 3 except Ut=lb) 5=218. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albanl PE No.39360 MITekUSA. Ina FL Cert 6034 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING- Verify Beer, Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 m✓. 1D'0II2019 BEFORE USE. Design Valid for use only with MBeM=ne=M. This eeggn Is based only uponparamelens shown, and Is far an arliytdual WMIMg ramponent not a truss system. Before use, she building designer must ved"O applicabidy of deegn parameters and pmpetly incorporate this design into HIS overall oulMingdeslgn. B=hgindicatedislaprevenINW gMMdMdual Wsswebandlm Uommembemwty• McconaltemporaryaMpermanerddeeing Mel( is requlndfor srabiey and to prevent collapse with posslbia personal injuryand propeM damage. For9enerelguldameregarding M0 fabdeadbn, Storage, delivery. erection and broxing of huas9s and truss systems,see ANSM11 Oaolly Cicada, DSB49 and 8=1 Building Componam 6904 Parke East Bind. SMorylnlOrmaBon availablef Truss Plate Inst%the,21SNLee6 M,5uhe3lZAlerendda,VA22314. Tampa, FL 36610 Job TO Truss Type pry ply Dinola Res. T1639W70 J37415 ZEJ5 Jack -Open 5 1 Job Reference (optional) puss, n. rieme, rL-.waao, 8.240 s Dec 6 2018 NJ Industries, Inc Thu Feb 2810:56:30 2019 Page 1 ID:9ggtT0yyYEperCPltitwMXzh?Bp-0_BovOB7iU LVRplZrOd13DPltsxnjb?uPsSdzgdf? 86 50 1d-8 I 3.8-0 l Scale = 1:16.6 LOADING (psp SPACING- 2-0-0 Cat. DEFL. in (Joe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(L-) -0.01 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4.5 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.03 Haz(CT) 0.01 3 We n1a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 181E FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=76/Mechanical, 4=27/Mechanical, 5=29D/0-8-0 Max Horz 5=142(LC 8) Max Uplift 3=102(1-C 8), 5=219(LC 8) Max Grav 3=78(LC 13), 4=56(LC 3). 5=290(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=218/2(59 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exis C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fora 10.0 Pat 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 in 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 1001E uplift at joint(s) except (t=lb) 3=102, 5=219. 8) This truss design requires that a minimum o17116° structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE ND.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33910 Data February 28,2019 ®WARNING -Verily dev0npammelen and READ NOTES ON MIS AND INCLUDED WTEK REFERENCE PAGE 1411-1473rw. 10/00/2015 BEFORE USE. Design valid for use only well MTek® connectors. Thiedesign is based only upon pioneered; mown, and is for an individual Wilding wmponem not a buss synem. Before use, Me hald' x designer munveltty me applicability of dedgn parameters and property mcorpomta thls design into the overall build'mgdespn. Smving indicitedeW proem WGgng ar mdMdual Wss web andlm rdiam members wry. Addgbnal temPorery and peimenom bracing M!Tek' is always requ'vad for smhildy andto prevam cogapsewM posside perwlml INury aril P�oPeMdemege. Forgeneml guldance regarding the Iabrtration. storage, delivery, erection and having oftrusses and truss Systems, see ANSMTPI1 Dualityaode. DSB49 and SCSI Building Component 6904 Parke East BM. Saferyln(wmwWn available trmn Truss Plae In50INe 218 N. Lea S M, Suxe 312 N9x dO, VA72314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dinola Res. T76390677 J37415 ZEJ7 Jerk -Partial 38 1 Job Reference (optional) =coal west ,rues, rt. nerce, rL- arsro, 5.240 s Dec 62010 MITek Indusam S, Inc. I nu FBD 2B IU:cc:JU 2Ula Pagel Stale=1:21.1 ' 1-0-0 6430 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.35 Vert(LL) 0.05 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-5 >849 180 BCLL 0.0 - Rep Stress Inv YES WB 0.05 Horz(CT) -0.D4 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 24 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 REACTIONS. (Iblsize) 3=133/Mechanical, 4=56/Mechanical, 5=353/0-e-0 Max Harz 5=196(LC 8) Max Uplift 3=166(1_C 8). 5=241(LC 8) Max Gran, 3=133(LC 1), 4=96(LC 3), 5=353(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. WEBS 2-5=309/427 BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1%, BCDL=6.Opsf; h=27h; B=45ft; L=24ft; eave=4ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about 8s center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 0=1b) 3=166, 5=241. 8) This buss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas Albani PE No.39360 MITek USA, Inc. FL Cart 6834 0904 Parke East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING. Venrydesign Parameters and READ NOTES ON MIS ANDINCLUDED MITEK REFERENCE PAGE M6)473 rev. 1"3a015 BEFORE USE. *e Design vead for use Orlywan MITek®Conneeta9. 1111a design Is based ally Man parameters Meant. and Is for an MMEaaI WaelI component. no Bill' a truss system Sales Use, me building designer must ver Note epplicablWy of clause parameters and property lncolpomte Ws deep into We overat buiWWge.o4e. Bracing llldicMed is t0 prevent buGtingal NQMdual Was web anWor Nob member any. hiclOwallamporaryM apelmm anebracing Wek- Isdrove, regubed for Sisterly and to prevent careless wan notable personal Injury and pmpedy damage. ForgenelslguWaaceregarding Ne fabdeation, storage, desvery, erection and codes Of m ases aM Was system, see ANSaTPfi Queasy Grenade, DS8419 and SQSl Buffding component asset Parke East Brad, SeloylefoamMlan avaaableeom Tmss PIMeInsWWe.210aLLee6 M.suee3iZNl dde.VA22314. Tampa. FL 36610 TMSS Type Oty Ply Dinole Res.T16390672 [tob—FTMSSA 37415 Jack -Open 15 1 Job Reference feO[i0nall East Coast Truss, Ft. Pierce, FL-34946. 6240 ! Dec 6 2018 MTek Industries, Ind. Thu Feb 2810:56:31 2019 Page 1 Scale =1:20.a LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.07 4.5 -916 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(CT) -0.04 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 241b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 Be No.2 REACTIONS. (Ib/size) 3=129/Mechanical, 4=54/Mechanical, 5=349/0-8-0 Max Horz 5=193(LC 8) Max Uplift 3=162(LC 8), 5=239(LC 8) Max Grav 3=129(LC 1), 4-94(LC 3), 5=349(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when she=. WEBS 2.5=303/416 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=27ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions[); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chard live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) 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) 3=162,5=239. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directlyto the bottom chord. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33910 Dale: February 28,2019 ®WARNING - Verify designparemelers anCREAD NOTES ON TMSAND INCLUDED MITEK REFERENCE PAGEMII-7473 row. Ind"015BEFORE USE. ' Design Salt Foy, use a MTek eaton.T ee5ryn is msad any upon Wawa, ape Is fey, an individual Wetirg sampan use.buildingde st apa s 0,riot ep parameters a muss system. BaMre use, the bwMNg prevenermun verify Na a al truss and only,pexpe0y,and aaryorAe this design'veo tare m brac lM1y b mollTr chord members prevent Welding intlmtluNinrsawabandMNaNmedamae.Forgeilional temporery MMpermanerd NacNg alsngeesgn.afor. MiTek' I, stalill adism isalways.soree.d.lWary. andiopnd prevent Collapsewebpossible personal Injury and pope n9andSNe fabrication. ANSImge. bel Quality connot,DS and mee.&ft.31 ANSVA22314alRy connote, OSB-Beane SCSI Building Component Aa d. ike.e.iWb,enaaonandaIMJng [nMttmems ..218N.L.sarysbenu. BelerylnfpmrMbn availaale fmm Tws Plele Inst4ute, 21a N. Lea SVeH. Suxe 312, Aleaaneda, VA22314. 3East 6610 T6904 ampa. Tampa FL 36610 ob Truss Truss Truss yp Truss Type J37415 G'vder �QhPl,�Dinola.R83�.T16390673 East Coast Truss, Ft. Pierce, FL- 34946, 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Feb 28 10;66:31 2019 Page 1 ID:9ggtTQyyYEperCPjlilwMXah?Bp5BIA7kCISn6CoC??sGNF9vwCiOQG3 W EY843zgdf_ 3-0-0 6-0-0 I 3-0-0 3-0-0 t Sale =1:202 Plate Offsets (X,Y)— [4:0.3-0,0a-4]. [5:G-3.8 04-12[ [6:0440-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 4-5 ,999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1DO Vert(CT) -0.05 4.5 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.77 Hom(CT) -0.01 4 n/a Na BCOL 10.0 Code FBC20177rP12014 Matrix -MP Weight 39111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' BOT CHORD 1-6: 2x8 SP No.2 REACTIONS. (lb/size) 6=1697/0-8-0, 4=1680/Mechanical Max Harz 6=222(LC 5) Max Uplift 6=1014(1_C 8), 4=1026(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 1-2=2141/1289, 1-6=1356/832 BOTCHORD 4-5=1232/1956 WEBS 2-5=1107/1876, 24=230211448, 1-5=1171/2012 Structural wood sheathing directly applied or 3.11-2 oc pudins, except end verticals. Rigid ceiling directly applied or 6-D43 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6,Opsf; h=27ft; B=45ft; L=24ft; eave=4ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 chard and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 6=1014,4=1026. 7) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-1 Oil Truss, Single Ply Girder) or equivalent spaced at 2-0.0 oc max. starting at 2-0-12 from the left end to 4-0-12 to conned truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pff) Vert: 1-3=54, 4-6=20 Concentrated Loads (lb) Vert: 7=1483(F) 8=1483(F) Thcmd9 A. Albani PE N09380 MiTek USA, Inc. FL Can 6634 0904 Parke East Blvd. Tampa FL 33910 Date: February 28,2019 ®WARNING. Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MIIJ473 re110,031016 BEFORE USE. Design valid far use onlyw'Nt Mirekdl Corrections. nis design is based arty upon parameters Mawr, and Is for an sa Mdud builbitg component net a truss system Before use, the NuMing designer must "Ali" appaabiidy of design parameters and properly hangings Ws design Melba overall buiNingdesign. Bribing lndloded is to present buckling of ladMdual bass web andlor Moth members only. MdWnaltempararysndmar eNWae g MiTek' Is always re tuved for snuffity and to prevent collapse wM possible personel Injury and property damage. Far general guidance regarding the Loraine. Storage. delivery, trader, and braing ofbasses and buss syderes,see ANSVrp/10uelfty aside, DSBg9 and BCSI Building Component 69GI Parke East ave. Sareylnrormellon av btehom Tmss R4elnsl4ute.219N.Lee MMM. uite3l;Alexmde ,VA22314. Temps. FL 36610 ob Tlusa Truss Type Oty Ply 01nola Res. J37415 ZHJS Diagonal Hip Girder 2 1 (optiona(opt(optional)T16390674 .ruff Reference „nea ears coast rues, rt. Pierce, FL - 341i46, 8.240 s Dec 6 2018 MTek Industnes, Inc. Thu Feb 2810:56:32 2019 Page 1 ID:9gglTDyyYEperCPjliKvM%zh7Bp-ZNJYK4CNDSE3DLaB0_uUi69jk6) 4hruSCuzWzgdez 2-0 10 4312 7.6.7 2-0 10 14i-2 I 3-5.11 r LOADING (ISO TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD Zx4 SP No.2 WEBS 2x6 SP No.2 SPACING. 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TP12014 2a4 II NAILED NAILED Scale=1:18.3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.39 Veff(LL) -0.05 4-5 >999 240 MT20 2441190 BC 0.28 Vert(CT) -0.05 4-5 >999 180 WE 0.06 Horz(CT) 0.04 3 n/a n/a Matrix -MS Weight: 24111 FT=0% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (lb/size) 3=82/Mechanical,4=17/Mechanica1,5=512/0-11-5 Max Hom 5=142(LC 8) Max Uplift 3=129(LC 8), 5=561(LC 8) Max Gmv 3=95(LC 28). 4=63(LC 3), 5=512(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-3041444 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs "posed to wind (normal to the fare), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlrrPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-M Go. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard 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 10016 uplift at joint(s) except (jt=lb) 3=129, 5=561. 9) "NAILED" indicates 3-1 Did (0.148"x3l or2-12d (0.148"x3.25') toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (S). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=54, 4-6=20 Concentrated Loads (lb) Vert: 9=48(F=24, B=24) 10=136(F=-68, B=68) 11=30(B) Thomas Albenl PE No.30380 NRak USA, Inc. FL Cert 6634 6904 Para East Blvd. Tampa FL 33610 Data: February 28,2019 ®WARNING -Volly dmilisparametem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI4703 re¢ 10MV2015 BEFORE USE. Design valid far use onty wait Mier® connemars. Thu design is based only upon ndemetem shown, and Is for an IrrdivWual building component, not a MISS system Before use, IM building designer must yedfytbe appgcablay of design parameters and properly mmmarate this design Into me owrall buildmgdesign.Bradng Indicated is to prevent burAfmg ofbrdMdual Was web anNM chard members only. AddfCnal temp0raly and pmmenent bracing MiTek' is 21se s roqulred for stabi ty and to prewnt w0apse with possible mrsasml injury and preperty damage. Forgmem1 pidance regradingthe fabnrallon, slanve,deWery, emdian and bracing afbumes and buss symene,see ANSUrMl Qualify Cdteda, DSB49 and SCSI Building C4mFmcat 6904 Pars East BNd. aalWAhnfnarlon a Ublefr TmssMMelnMUS.216N.Lxeel M.le31ZMd ndM.VA22314. Tampa, FL MID Truss Truss Type pry Ply Dinola Res. FJ17115 T16390675 ZHJ7 Diagonal Hip Girder 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.240 s Dec 62018 MTek Industries, Inc. Thu Feb 28 10:56:33 2019 Page 1 ID:9g9tTOyyYEpaCPjtihNMXTh7Bp-2Zh YODO PMw1V90MPjE"tAWsak7mlhsdX2xzgdey ' 12 6-2912 10.E77 224 100 I SS2 4--0 3,6 II Scale =1:Ma 2x4 II NAILED NAILED NAILED NAILED 1-10-15 2-0-10 6-2-12 10-07 1-10.15 �I 3-10-2 I 4-1-10 LOADING (pat) SPACING- 2-0-0 CSt. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.41 Vert(LL) 0.06 6.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.08 Horz(CT) 0.04 4 File nfa BCOL 10.0 Code FBC2017lrP12014 Matfix-MS Weight: 45 lb FT=0% 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 No.2 except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. 2-8, 2x6 SP No.2 REACTIONS. (lb/size) 4=110/Mechanical, 8=557/0.11-5, 6=111/Mechanicel Max Horz 8=229(LC 23) Max Uplift 4-111(LC 4), 8=654(LC 8), 6=86(LC 5) Max Gray 4=110(LC 1), 8=557(LC 1), 6=168(LC 30) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-316/147, 2-3=293/176 BOT CHORD 1-8=149/326, 7-8=268/281, 6-7=268/281 WEBS 2-8=286/359 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-secend gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) a This truss has been designed for a live load of 20.Opsf on the bottom chard 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 beading plate capable of withstanding 100 lb uplift atjoint(s) 6 except Gt=lb) 4=111, 8=654. 7) Gap between inside of top chord bearing and first diagonal orver(wal web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148'W3) or2-12d (0.148"x3.26')toe-nails per NDS guidlines. 9) In the LOAD CASE(S) Section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=54, 5-9=20 Concentrated Loads (lb) Vert: 12=48(F=24, B=24) 14=-136(F=-68, B=68) 15=60(F=30, B=30) 16=2(F=1, B=1) Thomas A Albani PE No.39380 MTek USA, Inc FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Date: February 28,2019 ®WARNING -Verity tlesignparamerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGEMI47473rev. IOMN2015 BEFORE USE. Design vela for use onywdh MTek® connectors. This design is basetl only upunparameters shown, and is Wan ingodual bmttling mmponeM, net a Voss system. Before use, 0e balding dedgnermust venythe apprmabilayof tlesign parameters and pmpedy Incoryorete Nis design Nto the ovaral buildvlgdeugn. among wwted lsto prevent buckling btindividual bussweb aMfor chord members Dory. AddhionaltemporaryandpelmeneMbracing MiTek' is always repaired for slabipty and to prewnt ceaapse will possible personal hjugmd pmpeMdamage. ForgeneMlguldam:eregaMbgthe fabdw0dn,slomge,de1wery,e.dionandbnd,OtmsWs"Wsssyslems.me ANsU llow1wCwda,DS"90nd BCsl BuOting Component 6904 Parke Ead BIM. SekrylrrMrmefion available ham Tmsz Plate InslnNe, 21a N. Lea SbeeL Sune312. Alexandria, VA22314. Tampa. FL 36610 ob s Truss Truss Type Oty Ply Dinola Res. T16390676 J37415 2HJ7A Diagonal Hip Girder 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.240 s Dec 6 2018 MiTek Industries. Inc. Thu Feb 2810:56:34 2019 Page 1 I D:9g9tTQyyYEperCPjtilwMXzh7Bp-WmRllm EeliUnffkaXOwynXE27vCzTa4BwNM4aOzgdex 2-4-6-1-11 10-2-5 ' 221010 3-9.1 409 Scale =1:21.4 2x4 II NAILED NAILED - NAILED NAILED 1-10.15 24-10 10.2-5 1-10.5-101 3-9-1 I 409 ' Plate Offsets (X Y)- j4:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (luc) Well Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.07 Horz(CT) 0.04 4 Na nits BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 441to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExcepP BOT CHORD 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 4=108fMechanical, 8=553/0-11-5, 6=105/Mechanical Max Hom 8=225(LC 7) Max Uplift 4=112(LC 5), 8=650(LC 8), 6=84(LC 5) Max Grav 4=108(LC 1), 8=553(LC 1), 6=163(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=313/144, 2-3=279/167 BOT CHORD 1-8=-146/322, 7-8=262/279, 6-7=-262/279 WEBS 2-8=-282/354 Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid Calling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=27ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 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 Ib uplift at joint(s) 6 except (jt=11b) 4=112,8=650. 7) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-1 Oil (0.148"x3") or2-12d (0. 1 48"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). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 5-9=20 Concentrated Loads (lb) Vert: 12=48(F=24, B=24) 14=-136(F=68, B=-68) 15=60(F=30, B=30) 16=2(F=1, B=1) Thomas A Albani PE No.39380 MiTek USA, the. FL Can 6634 6804 Parke East Blvd. Tampa FL 33610 Date: February 28,2019 ®WARNING - Veriry Cezrgnpanme(ers and READ NOTES ON TMs AND INCLUDED MITER REFERENCE PAGE Mll-7473rev. f0/71(1015 BEFORE USE. *e Desgn valid for use onlywdn IATek®connecors. TNs desgo is based or y upon paameters shown, and is for an individual bdifing mmporeN, not a Wss system Before use, the building designer mug vedyu,e epppwbiay of design parameters and properly inwgxrete Nis design Into the overall -.Y brdldIngdeggn. Bmcirg Indicated lsto prevent NWhg ofindMdual truss web andfor Nord members only. Addgionaltampier,aM,xvnegentbracNg MiTek' is always raguhedfor stability and to pmvent mAapsewbh possible perwrul N)uryand property damage. ForgenemlgukanmmgaMiNtfu fabrication, garage, detivery,eredlan and bradng ef0usses and buss systems,see ANS11111 QualityCrowns, DSBa9 and SCSI Building Component sail Parke East Big. Sahtyfulbessdon avaeblefrom Tmss PlateIngOe.219N.Lee3 d,Bube312,Alexandra,VA22314. Tanya FL 36610 Symbols PLATE LOCATION AND ORIENTATION 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. D-}16 r I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by textth in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSVTPII: 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 61 1 dimensions shown ft-in-sixteenths (Drawings not too scale) 1 2 3 TOPCHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS [CC -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 ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-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 Tar 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 at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrfPI 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. I & Tap chords must be sheathed or puffins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, d 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/rPI 1 Quality Criteria.