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HomeMy WebLinkAboutTrussI�MANOR N. sN W��.�Q�f��ii��i�l�l�� In ME` No �■/ ICI■--\� \- \�`MEM IwpOi�. I �I4'■■■-iHIMEN!� 01- / v� ^ Is 0111000 \� MINNOM / _I '3 WI- , TIN � 111000 `!ram ' �!. ��OPka] T IN 00010 WINNE! p���.��v3" I�Y`1` a\- -�I�geetut SEEN \— i©� �I1NEEMINS TIN ara rrgq�\\I ft willMIN i�.■�� �� ���i������e■■GI. IN _NI'NNNNNN--��� 1�-IN II110025j•___6�iL al Hatch Legend m TRUSS END DETAIL sWMEGIt PIEGIMUi Me. LEVELRENPNS 6� ware r xrsi xavvr I T.l? TCLL: 20 PEP TCDL 15 PSF BCDL: 10 PSF TOTAL: 46 PSF DURATION: 1.26 HYBRID TCLL• PSF TCDL: PSF BCDL• PSF TOTAL• PSF DURATION: ,►� F UTION!!!ATTEMPT+ TO ERECTITHOUT REFERRING TOERING DRAWINGS ANOMARY SHEETS. USSES. us. SHEATHING, INGLES, ETC.) L DIMMOR BEARING WALLS ST BE IN PLACE PRIOR TO iTA JNG TRUSSES. FER TO FINAL ENGINEERING SETS FOR THE FOLLOWING, NUMBER OF GIRDER PLIES AND J) SCAB DETAILS (IF REWIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Wit Not Be Ascepted Regartlless of Fault Without Prior NoliDeatlon gy Cuslomer WOhln a Hours And Invcetlga9an BY Bullders FlrsUis.s. NO EXCEPTIONS. The Gonarsl Cordractor Is Responsible For AB Carmcvdons Other Than Truss to Truss, Gable Shear Wag, And Conrsctlons. Tom .,and Pe.ft Bracing, And CetUng And Roof OlaphaBm Connect... TRUSS CONNECTION LIST Q PRODUCT LU524 54 HTU26 HTU28 HHUS26-2 2 HGUS26-2 1 HGUS28-2 HGUS283 0 CONN. BY OTHER GEM BL RS REs: CIclCIO MODEL: NA ADDRESS:1607 NAZELWOOD OR LOT/BLOCK: — CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JL JOB 0: 292]669 HANGER LEGEND DATE: 0510520 SCALE: NTS SHOWN ARE HTU26 UNLESS NOTED REVISIONS: UIGERS SHOWN ARE HHU646 ERWLSE 1. ADO LEVEL RETURN 05Po] 2 REVISION 6H2 a gJPORTANT 0. This Drawing Mist Be Approved And Returned W.. FaMcall egim For Your Protection t Imonslons And CondMone Approval Of plan. BEEN ACCEPTED. b7' ie ll II .- 701 S. KINGS HIGHWAY FORT PIECE, FL Ed946 PIL (772) • 461 5476 .r Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2327569-GEM-1807 - P.9CEIV150 iTek USA, Inc. Site Information: 6 04 Parke East Blvd. Customer Info: GEM BLDRS Project Name: CICIO Mo el:. MAY 2 7 020 T mpa, FL 33610-4115 Lot/Block: Subdivision: . Address: 1807 HAZELWOOD DRIVE,. Sr. Lucie County, Permitting City: FORT 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: NT—ek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 86 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby cerfify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida -Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20251183 A 5/1920- 15 T20251197 B6 5/19120 2 T20251184 Al 5/19/20 16 T20251198 B7 5/19/20 3 T20251185 A2 -5/19/20 17 T20251199 C1 5/19/20 4 T20251186 A3 5/19/20 18 T20251200 C2 5/19/20 5 T20251187 A4 5119/20 19 T20251201 C3 5/19120 6 T20251188 A5 5/19/20 20 T20251202 C4 5119/20 7 T20251189 A6 5/19120 21 T20251203 CA 5/19/20 8 T20251190 A7 5/19120 22 T20251204 CJ3 5/19/20 9 T20251191 AS 5/19/20 23 T20251205 CJ5 5/19/20 10 T20251192 B1 5/19/20 24 T20251206 CJ12 5/1920 11 T20251193 B2 5119/20 25- T-20251207- CJ32 5/19/20 12 T20251194 B3 5/19/20 26 T20251208 CJ52 5/19/20 13 T20251195 B4 5/19/20 27 T20251209 D1 5/19/20 14 T20251196 B5 5119/20 28 T20261210 D2 5/19/20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss-drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter 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 jursdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Beforeuse, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. ``lllllll 11111#,, ,,.���,,�P��O E•N S�?,''ice.. No 22839 STATE OF PE Date: May 19,2020 Finn, Walter 1 of 2 RE: 2327569-GEM-1807 - Site Information: Customer Info: GEM BLDRS Project Name: CICIO Model: . Lot/Block: . Subdivision: . Address: 1807 HAZELWOOD DRIVE — City: City: FORT PIERCE State: FL R'. 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 Seal# T20251211 T20251212 T20251213 T20251214 T20261215 T20251216 T20251217 T20251218 T20251219 T20251220 T20251221 T20251222 T20251230 T20251231 T20251232 T20251233 T20251234 T20251235 T20251236 T20251237 T20251238 T20251239 T20251240 T20251241 T20251242 T20251243 T20251244- T20251245 T20251246 Truss Name Date P2 PB1 PB2 PB3 PB4 PB5 PB6 R1 R2 V1 V2 V3 V4 V5 V6 T20251267 V10 5/19120 5119/20 5/19120 5/19/20 5/19/20 5/19/20 5/19/20 No. Seal# Truss Name Date 86 T20251268 V11 5119/20 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Jab Truss Truss Type pty Ply T20251183 2327569�EM-1807 A Piggyback Base Giber 1 2 Job Reference o tional Builders First Source, Plant City, FL - 32566, 5xa 8.240 s Mar 92020 MRek 5x9 = TOP CHORD UNDER PIGGYBACKS 2,4 II Mee = TO BE LATERALLY BRACED BY 6.0012 3 22 4, 5 PURLINL AT 2-0-0 OC. MAX. ST1.5e, S7P = U10 = Special 6x0 =Special Special h10 = 4x10MT2oHS II Special Special Special Special Special Special Special Bx8 = speciN 7.10 = Special Special Inc. Tue May 1909:35:45202D Page 1 5T1.Sx8STP =2x4 II AM = 4&12 a3-0 10.1D8 267-0 26-7-0 3 7r4 32 1-0357-0 347-0 ae-n I ,.. I .,e I I I �>,1 r Scale =1:762 Plate Onsets (X,Y)— [1:0-1-12,D-1-B], [3:D-6-0,0-2-8], [5:0-".0.2-8], [7:0312,0-3-0], [10:0.2-2,0-1-0], [12:0-5-0,D-4-8], [13:0-5-0,0- -8], [14:03-8,0-4-4], [75:D-5-0,0-0-8], 116:03-8 D-0-41. [17:0-3-8O-0-O) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 078 Vert(LL) OAS 13-14 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -0.25 15-16 >999 240- MT20H5 1871143 BCLL 0.0 Rep Stress Inca- NO WB 0.74 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MaWSH Weight 6651b FT=20% LUINBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' 13-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' 7-13,1-1732x4 SP No.2, 7-12.1-18: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 18=D-6A, 12=03-0 Max Hoa 18=401(LC 8) Max UpIiR 18=-4193(1_C 8), 12=3749(LC e) Ma%Gra, 18=8262(LC 1), 12=6778(LC 1) BRACING - TOP CHORD Shuctuml wood sheathing directly applied, except end verttcels. BOTCHORD Rigid wiling directly applied or 6-0-0 oc bracing. -FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-2�49682561, 2-3=6328/3394, 3-0=6828/3771, 4-5=-6826/3769, 5-6=6929/3B07, 6-7=5490/3024, 7-8=702/1062, B-9=-670/794, 1-18=7295/3755 BOT CHORD 17-18=-418/446, 16-17=1937/4380, 15-16=2474/5599, 14-15=2821/6126, 13-14=2364/4832, 12-13=762/970, 11-12=-6541748, 9-11=-6541748 WEBS 2-17=2867/1586, 2-16=1216/2334, 3-16=-028/475, 3-15=1336/2446,-0-15=422/346, 5-15=578/1426, 5-14=1136/1786, 6-14=841/1860, 6-13=2435/1227, 7-13=3479/6289, 7-12=-SSOM7B9, 1-17=3305/6530, 8-12=294237 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"IrT) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 mws staggered at 0-" Mo. Webs connected as follows: 2x4 -1 now at 0-9-0 Me, 2x8 - 2 rows staggered at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except 8 noted as from (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 rool live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Dpsf; h=15fl; 8=45ft; L=60111; eave=71t; Cat II; 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 paneling. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 8) • 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 fill between the bottom chord and any other members, with BCDL=10.0psf. 9) Provide mechanical connection (by others) of Buss to bearing plate capable of withstanding 4193 Ito uplift at joint 18 and 3749 to uplift at joint 12. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WacerP)Rnn PENo 2 e, "Tel I/Sq;lrie FL Ced5646 6901 Perko Eail BlvGTampa FL33610, optg, May 19.2020 WARNING-V d11dsel1n Paremetmaanl RFADNOTES ON RRSANDINCLUDEDh KREFERENCEPAGEM147R3ray. 10M31015BEfOREVSE Design valid for use onlywW MTeM connectors. This design is based onlyupon parameters shown. and Is for an MIwdual bunting component, not ��` ■` a Muse system. Before use, the building designer most veiny the the appe®blely of design parameters and property Nu th incomorale design into e overall bulitim9 wsign. Brenta lndmsed Is to prevent buckfmg offedmdual truss web anNor chord events. only. Addriioneltemporeryandpennanembmcing MiTek' Is always required rorslability and to prevent gap. wet posaiWe personal inj,uy and property damage. For geneml guidance regarding the fabrication, sto2pe, deliuery,eredion end bretlng ofbusses and tress eystems,ciao ANSU7PI1QuWCMerra,DS"DwdBCSIBuMng CompomM Sz) ylnbrma availableham Tress PIA Ins10Ne,218N.Lee Bbeel,sake312,Alexandria,VA22314. 6904 Porke Ead Bind. Tampa. FL 36a10 Job Truss Truss Type Qty Ply T202511a3 2327569-GEM-18D7 A Piggyback Base Girder 1 Las Job Reference (optional) I Builders First Source, Plant City, FL- 32566, 8.240 s Mar 9 2020 M7ek Industries, Inc. Tus May 19 09:35:45 202U Page 2 ID:Vd458D_o QJSRgzhHYyxgl?zibQq-M?mCgj3QX?7wUcYFKukIRxdJxjtJGVPndgcVn5zt7zgy NOTES- 10) Hanger(s) or other connection device(s) shall be provided suFicie it to support concentrated load(s) 874 Ib doom and 439 Ib up at 1-2-12, 8741b doom antl 439 Ib up at 3.2-12, 874 to down and 439 lb up at 5-2-12, 874 to down and 439 Ib up at 7-2-12, 872 Is do= and 45716 up at 9-2-12, $72 to down and 457 lb up at 11-2-12. 872 lb down and 457 Its up at 13-2-12, 872 lb down and 457 Its up at 14-1M, 872 lb down and 457 to up at 16-6-4, 872 lb down and 457 It, up at 18-6-0, 872 Ib down and 457 Its up at 211E-4, and 931 lb down and 439 to up at 22-6-4, and 1163 Is down and 852 lb up at 24b4 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 (plf) Vert: 1-3=70, 3-5-70, 5.10-70, 9-18=20 Concentrated Loads (lb) Vert: 16=872(B) 15=872(B) 14=-872(8) 24=874(B) 25=B74(B) 26=874(B) 27=-874(B) 28=872(B) 30=B72(B) 31=-872(B) 33=872(8) 34=874(B) 36=-880(B) &WARIONG - Verflideeign panmerea and READ NOTES ON Me AND INCLUDED MREKREFERENCEPAGEwI.7473rev. IOU20015BEFORE USE Despn valid loruse ontwith Mtrega wrimebers.Ths design is based mly upon parameters Maim. and is Wan in fidual baking mmpoaM oar a press system. Before use, the balding deagner must veMythe applicability of des gn pammNers and pmperly incoryorme mis design income overall bwidingdesgn. Bacmg indicatetl isW buekgng ntNdmdualWssweD andlachom membea Doty. Addabroftempoaryandpermanmilaw:rig MiTek" prevent is allays required for suabigly and to pnweN collapse wdh possible P asoial ngury and pmpedy cannabis. Forger a gugar¢e agardirq the fabrication, storage, delivery, emotion mid bracing ofWam, end Was systems, see ANSUTRI Ouegy c7Neda, DSBdg mdBC5l Building Compgnent 6904 Parke East BNd. Saferylydormagon avagable Dom Truss Plate lM e, 218 N. Lee 6areet, Suds 312, Alaand�, VA22314, Tampa, FL 36810 Jos to Truss Type 0y Ply T20251184 2327569-GEM-1807 Al Piggyback Base 4 1 Job Reference (optional) builders FIM bounce, Piant erry, FL-a2beu, d.zau s Mar s zueu Ml l ex lnousmes, Inc. I ue may le ur..u:oo zubu R d ex8 = BOB B.OD 12 a M W 7 34 35 a 4x6 — `'na = 4x6 = 7x1e = 4x6 = 44 = 4x6 = ST1.5x9 BTP = 7x10 = 4)-15 34Ad 10.5-0 96a-0 43-5-0 42 d68h 4950 I I I i .. n� n Scale =1:89.8 Plate Offsets (X,Y)- 12:0-1-15,0-0.101,[6:0-4-0,0.1-15),18:0-0-0,0-1-15),114:D-2-2,0-1-0], 116:0-3A,0-0-12),120:0-5-0,0-0-8) LOADING (psf) SPACING. 2-0.0 CSI. DEFL. In (Ioi Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.17 21-23 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.35 21-23 >999 240 ' BCLL 0.0 ' Rep Stress Ina YES WB 0.87 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Wmd(LL) 0.1921-23 >999 240 Weight 365lb FT-20% LUMBER - TOP CHORD 2x4 SP No.2'6tcept' 6-8: 2x6 SP No.2 BOT CHORD 2xe SP No.2 WEBS 2x4 SP Na.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0 Max Hom 2=515(LC 11) Max Uplift 2=1037(LC 12), 16=1408(LC 12) Max Gray 2=2224(LC 17), 16=2744(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc puriins. BOTCHORD Rigid ceiling directly applied or 6-0-0m bracing. WEBS 1 Raw at midpt 5-21, 6-20, 7-20, 8-20, 8-19, 11-17 FORCES. (Ib) - Max. Comp./Max. Ten.-Allforces 250 (Ib) or less except when shown. TOP CHORD 2-3=3742/1861, 35=3456/7784, 5-6=2550/1503, 6-7=2071/1421, 7-8=207211420, B-9=1905/1207, 9.11=1526/716, 11-12=1606/1027, 12-13=1246r756 BOT CHORD 2-23=144213559, 21-23=1135/3032, 20.21=664/2393, 19-20=439/1775, 17-19=267/1342, 16-17=856/1776, 15.16=625/1325, 13-15=-625/1325 WEBS 3-23=382/359, 5-23=156/597r5-21=911r701, 6-21=-040/952, 6-20=287/215, 7-20=461/445, 8-20=6611915, 8-19=295/460, 9.19=558/645, 9-17=1064/1051, 11-17=1B55/2246, 11-16=2527/2096_12-16=259/503 NOTES- 1) Unbalanced mot live loads have been mnsidered for this design. 2) Wind: ASCE7.10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=1.2psF BCDL=S.Opsf; h=1511; B=45ft; L=6DR; eave=7ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-2-0-14 to 3-11-2, Interior(1) 3-11=zlo 19-0-0, Exterior(2) 19-0-0 to 27-5-13,-ImerioK1A27-5--13 to 30-50. Extedor(2) 30.5-0 to 38-10-13. Intenor(l) 38-10-13 to 51-5-14 zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This thus has been designed for a 119.0 old bottom chord live load nommnmnent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1037 Ib uplift at Joint 2 and 1408 Ib uplift at )dint 16. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mal Finn PE N022879 jvrskUSA;jnd FL Ced8634 8904Parke East Bird Tampa FL 33610 Dale May 19,2020 ®WARNINO-Viomy dW aparametersand READ MOTES ON MS AND INCLUDED MMFK REFERENCE PAGE OX7473.. 10NL20f5 BEFORE USE Design valid for use any with la rek® wnnecma. This design Is based only upon parameters shown, and Is for an rdlNdual bullang component, not a miss system Before use, the bulaing designer must vedy the epphanksilly 0 design paramners and property inoaryorete Pis design into the overall buildingdeslgn. BmdngPdir edismpreventbuMmgafPdMdueMnmbanNmr oMmemWmony. Addabneltemp0aryargpenneneMbra[inp MiTek' Is elweye required for vabl%y and to prevent Mllapsa with possible pervade Injury and property damage. For gene2l guldams regarding Pe fabnmgon,staage, salivary. creation mid bating arm.. end truss systems,see ANSVTPff Quoray Crffoda. DSB419 andBCSl Building Component 6904 Paps East Blvd. SMeyfnMrm0U0n available both Truss Plata ins e, 218 N. Lea stall, Suhe 312 A.dit. VA=14. Tampa M 36610 Job Truss Truss Type Qty Ply T20251185 2327569-GEM-1807 A2 PIGGYBACK BASE 3 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 8.240 s Mar 9 2020 MTek I ID: W458E _oAQJSRgzhHYyxgl9zJbQq-maSL IM2I 2438 30. 1 52-12 588 See 2r4 II 5x8 = Inc. Tue May 19 D9:35:48 2020 Scale-1:78.9 11 Gas = 3x4 = diet MT2DHS = 3x4 = 3x8 = sae _ 3x4 = 3x8 = 44 II &]-75 19-0-0 I 2488 30.50 I 3SS12 42-f0-0 5-8-8 60-12 6-4< IA Plate Offsets (X,Y)- 14:03-0,Edgel, 16:0-6-0,0.2-8), 18:0-6-0,0-2A), 111:Edge,D38), (12:P3-8,0.1-81 LOADING (psp SPACING- 240-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.30 1618 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.83 Vert(CT) -0.5916-18 �862 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.78 Horz(CT) 0.12 11 In/al n/a BCDL 10.0 Code FBC2017rrPI2014 Matra-SH Wmd(LL) 0.24 16-18 -999 240 Weigh: 2821b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD BOT CHORD 2x4 SP No.1'Except' 11-14: 2x4 SP No.2 BOT CHORD WEBS Zx4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=04e-0, 11=Mechanical Max Horz 2=-414(LC 10) Max Uplift 2=1093(LC 12). l l=-895(LC 12) Max Gmv 2=2294(LC 17), 11=2033(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib}or less except -when shown. TOP CHORD 2-3=38362143, 3-5=3563/2082, 5-6=2649/1782, 6-7=2212/1696, 7-8=2212/1696; 8-9=2152/1544.9-10=1960/1247, 10-11=1977/1307 BOT CHORD 2-18=2008/3549, 16-18=-1736/3058, 15-16=12482425, 1315=982/1891, 12-13=-987/1662 WEBS 3-18--345/320, 5AB=1371586, 6-16=927r709, 6.16=430/953, 6-15=266/195, 7-15=-044/440, 8-15=48B/823, 9-13=99/405, 9-12=742/620, 10.12-1109/1865 Structural wood sheathing directly appled or 2-2-0 oc purtins, except end verticals. Rigid ceiling directly applied or 4-4-9 m bracing. 1 Row at midpt 5-16. 6-15, 7-15, 8-15, 8.13, 10.12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=4.2pN; BCDL-5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-D-14 to 3-11-2, Interior(1) 3-11-2 to 19-0-0, EMedor(2) 19-M to 27-573, Interior(1) 27-5-13 to 30.5­D-Mdedog2) 30.50 to 38-10-13, Intertor(1) 38-10.13 to 42-8-4-zone; canglever left and right exposed ;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nanconcurtent 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 3-6-04a11 by 240.0 wide will fit 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 1093 lb uplift at joint 2 and 895 lb uplift at joint 11. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of his document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Furn PE No.=9 Mill USA. he FL Cad UU b504 Palk, East Blvd. Tampa FL 33610 Dote May 19,2020 ® WARNING. Ver4y deed, ardwatow and READ NOTES ON MS AND INCLUDED AVIEK REFERENCE PAGE hdp7473 m. 1W"015 BEFORE USE Deslpn wild for use only win MfloM dnnnectom. This design I3 based only upon parameters shown, and Is for an IMiadual bonding component not a Wss sy9em Selma use, the bwldirg designer must verify the appgcoblidy of design par m tiers and properly Incorporate this design into the overall bulMNgdesign. BmungiMiratedistopmwMbur got NdMdual WsswebenwortloNmem mWn.Addabnaltempmr,andpermanembrecing MiTek- Isstwaysmotored for stability and to prewm collapse wdh possible personal Injury and property damage. For general gow. reBmding the febrlrallon, storage, delivery, erection and twang of trusses and Was systems,see ANSgrPN QW01y courts, DSB4t9 end SCSI Building Component e9D4 Parke East BM. Sufofy Ndarmefion aw0able bom Truss Rale Instame, 21e N. Lee greH, Suae 31Z Alexandria, VA 2D14. Tamp; FL 36610 Job Truss Truss Type Oty Ply T20251186 2327569GEM-1807 A3 Hip 1 1 Jab Reference o tional Sunders Fast Source, vent Dny, FL- dzobd, D.zvu s mar a cam cal l ea mausmes, Inc. I ue may le wd:ao:ev cam 5x8 = 2x4 II 5a = 6.00 12 5 e 18 19 20 21 ] Sale-1:74.4 11 1x 17 24 16 25 15 26 14 13 27 12 11 10 3x4 = 413 = 3x4 = 3x8 = Mae = 3x4 = 3x8 = 34 II &7-15 17-0-0 24-8-8 32-5-0 Vt12 42-1DB Plate Offsets (%Y)- f3:0-3-0Edoe) 15:0-6-0 0-2-81. f7:0-0-0.0-2-81. 111:0-3-8.0-1-81 LOADING (psf) SPACING- 243-0 cat. DEFL in (loc) Udeft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.22 15-17 -999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.4615-17 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.82 Hom(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Maft-SH Wnd(LL) 0.25 15 >999 240 Weight 2641b FT=20% LUMBER- BRACING - TOP CHORD20 SP No.2'ExcepM TOP CHORD 5.7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Excepl' BOT CHORD 1-16: 2x4 SP No.t WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 1=1VIechanical, 10=Mechanical Max Hom 1=350(LC to) Max uplift 1=-B89(LC 12), 10=907(LC 12) MaK Gmv 1=2112(LC77). 10=1991(LC 18) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(Ib) or less exceptwhen shown. TOP CHORD 1-2=4017J2313, 2-4=3748/2239r4-5=2878/1910, 5G=2493/1853, 6.7=2493/1853, 7-8=2124/1526, 8-9=1763/1171, 9-10=193511318 BOT CHORD 1-17=2198/3719,, 15-17=1686/3203, 14-15=1417/2625, 12-14=1026/1849, 11-12=938/1499 WEBS 2-17=386/427, 4-17=265/585, 4-15=-850/682.St5=410/B96-Sl4=1581295, 6-14=621/597, 7-14=-642/1C91, 7-12=266/184,-8-12=157/618,8-11=914/678, 9.11=1107/1771- SWctural wood sheathing directly applied or 2-2-0 on: purlins, except end ver8rals. Rigid ceiling directly applied or 2-2-0 oc gracing. 1 Row, at midpt 4-15, 6-14, 7-14, 7-12 NOTEs- 1) unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=170mph (3-secend gust) Vasd-132mph; TCDL=4.2psf; BCDL=5opsf, h=t5ft; B=451t; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=O.-1&;-MWFRS (directional) and GC Fxderior(2) 0-0-12 to 5-9-0rintedor(1) 5-9-4 to 17-0.0. Exterior(2) 17-0-0 to 25.5-13, Interior(1) 25-5-13 to 32-5-0, Exterior(2)12-5-0 to 4D-10-13. Intedor(1) 40-10-13 to 42-8-4 zone; cardileverleft and night exposed ;C-C-for members and forces 8-MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.6a 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pad bottom chord live load nonconcu ent with any -other live loads. 5) - This truss has been designedly a live load of 20opsf 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 other7rlembers, with BCDL=10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding 889 Is uplift at joint 1 and 907lb uplift at joint 10. This item has been electronically, signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaIwP-F di PE'No22833 IIld 13AShd, FL Lert U34 '. 69D4 Parke East Blvd. Tarnpe FL 33d10 Use, May 19,2020 ®WARNING-Vedfydmgnpwwrn n end READ NOTES ON WS ANDINCLUDEDMITEKREFERENCE PAGEMIA7473 rev. 10/0.14!015BEFORE USE u■- Design valld truss ord wMh MITek® connotes. This resign is based only upon parameters shown, and Is foren Individual Wilding component nor a Mass amen. aetre use, Me building designer must ved Ne eppilv4difty erring. Famnaws and propme aMNmhparWe design We tWowng belldingresign. added lediated is to prmerd WKIdng oflndivirml Mass web anwor Word memben any. AddXlonalterapomryandpermaneeklmong i.�`�■ Met( Vsherys required for steeilhy and to pnverr allapse wdh posalble personal NW and pamrty damp. For general Salaam regarding the fa0dadlan, stanga, delivery, ehedtn and bnung of Wsaes and roues syrtem. sae ANSV/H1 OVaIMy CMada, DSB-erg and BCSI BWMIng Component MCA FaNs East aw. Sarerylnlarmatbn avaabbfmm Truss Plareln90e,21BNlAe d.sU312A1exandda.VA=14. Taom.F1.36610 Job Truss Truss Type Oty Ply T20 251787 27569-GEM-1807 A4 Hip 7 7 Job Reference (optional BOice s rlml source, -lam Uny, r� - 4<sbb, b.4=u s mar a ma col ee muusmas, mc. 'ua N Scale=1:74.2 M _ BA0 12 3x4 = 44 — 3x4 — 64 3 4 19 5 20 6 21 7 Sea = 1B 15 14 23 24 13 12 25 26 11 27 28 10 2x4 I axe MT2OHS = 3x4 = sea ass = Bd = 3x8 = I 7-745 I 15-0-0i 24ae i 34-5-0 42-10o 1� Plate Offsets MY)- (3:0-3-8.0-241. 15:oJ-O,Ed9e1. 17:03-0.0-2-01 LOADING (pst) SPACING- 2-M Cat. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.3013-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert CT) -0.6213-14 >828 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.64 Hoa(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.2613-14 >999 240 Weight: 249 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excapt' 23,1-2: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=1viechanical, 10=Mechanical Max Horz 1=-301(LC 10) Max uplift 1=889(LC 12), 10=907(1_C 12) Max G2v 1=2D61(LC 17), 10=2038(LC 18) BRACING. TOP CHORD_ Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid calling directly applied or 344 oc bracing. WEBS I Row at midpt 2-14, 4-14.4-13, 6-11, 8-10 FORCES. (lb) - Max. ComplNlax. Ten. -Al forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3865rt319, 23=3056/1958, 34-2681/1891, 4-6=2789/1928Tr7=1839/1361-, 7H=2080/1449 BOT CHORD 1-16=2183r3531, 14-16=2184/3527, 13-14=1685/2929, 11-13=15362620, 10-11=86011337 WEBS.-2-16=Ord18, 2-14=907f728, 3-14=4521e76, 4-14=521/3D4, 4-t3=249265, rr13=162/601, &11=1265/805, 7-11-318/601, 6-11=259/836, 8-10=21881%28 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7AO; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5,Opsf; h=15ft; B=45ft; L=60h; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ExtalDr(2) 0-0-12 to 6-D-12, Interia(1) 6-0=12 to 15-0-0, Exterior(2) 15-D-0 to 23-5-13, Intedor(1) 235-13 to 345.0, Exterior(2) 34Z5 0 to 42-84 zone; ramilever left and fight exposed ;C-C for members and forces 8 MW1-RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parting. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nencencafrent 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 = IO.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding gas to uplift atjoint 1 and 907 Ib uplift at Joint 10. This item has been electronically signed -and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the _ signature must be verified on any electronic copies. Waltrip Finn PE N0.7[839 Mn*k SAfna FLCad9810 , W W Parafast BN67Bmpe FL 33610. Date May 19,2020 ®WARNING-VerNytlesignpersmerers m4REAO NOTES ON MS AND MCLUDEOAV7 KREFERENCEPAGE NPTMroz MIKoz0f5BEFORE USE DesignvgldforuseonywM%7eM=nedom.Tbbdesignisbasedmyuponparemetem Nown,end Isforan Ind'Mdud WROmm.No Mnd a trust system. Bernet use, the building designer mustvedy Ike appfimbilry of design pammelem end pmpeM Nmryoreta Nis tlesign Nm Ne...11 buildingeesign.Bm,ing itMiNted lstp provers OucFJing of NdMdual Was weDmWm Nord membehsmly. AddXlonN temporary aM pemhenem bmnN9 WOW 13 aWaya required for steels, and to prewet ealiepso wan possiNa personal hNuryaM pmpeM damage. Far general guidance regarding Ne lebdradm,florege, tlelMM,eredion mid bmdng o/Wssea end buss aytlems,see ANSW GuatMCrNede,DS"Sand BCSt6ulVing Gamponeot 69od Parke East end. Saterylnfurmeebn avaAable hors Toss Flata Ins7aMa, 216 N. Lea ShreeL Sutle 312, Alexendda, VA 22314. Tampa, FL M10 Job Truss Truss Type ply Ply T20251188 2327569-GEM-1807 A5 Hip 1 1 Jab Reference (optional) r.am.,nr, r nl, Side = U.24U S Mar 92UZU MI I ex Inausures, Inc. l us May 19 09:35:52 2020 3x4 = 3xe �4 = Side = Scale =1:M.9 11 19 5x8 = 15 14- 13 22 12 23 11 24 10 9 2x4 II side = dsa = sxa = sx8 = ass = ax5 II I A- 6-L147-15 13-0-0 2410-0 284i12 365-0 42-10-0 Plate Offsets MY)— (3:0-3-80-2-41 (7:0-5-0 0-2-01 (8:0-3-00-1.8) (10:0-3-8 0.1-81 (11:0-3-0 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25- TC 0.99 Ven(LL) .0.23 12-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 Be 1.00 Vert(CT) -0.5212-14 >975 240 BCLL 0.0 Rep Stress Inv YES WB 0.77 Hom(CT) 0.16 9 nla rUa BCDL 10.0 Code FBC20171TP12014- MatdxSH Wind(LL) 0.31 12-14 -999 240 Weight: 24316 FT=20% LUMBER- TOPCHORD 2x4SPNo2-Except' 3-5: 2x4 SP No.1, 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=Mechanical Max Harz 1.=252(LC 10) Max Uplift 1=-889(LC 12), 9=907(LC 12)- Max Gray' 1=2033(LC 17), 9=1984(LC 18) BRACING - TOP CHORD Structural woad sheathing directly applied, except end veNcels. BOTCHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 4-14, 7-11, B-10 FORCES. (Ib) - Max. Compltvlax. Ten. -All forces 250 (to) or less -except when shown. TOP CHORD 1-2=3857/2368, 2-3=3173/2052, 3-4=280211963, 4-6=3277/2232, 6-7=2866/2025, 7-8=1929/1290, 8-9=1934/1341 BOT-CHORD 175=2234/3496, 14-15=2234/3496, 12-14=1953/3327, 11-12=1758/2929, 10-11=996/1631 WEBS 2-15=0/276, 2-14=755/635, 3-14=465/927, 4-14=B25/421, 412=160/293, 6-12=327/526, 6-11=896/722, 7-11=990/1694, 7-10=706/608, 8-10=1099/1848 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriul(2) 0-0-12 to 6-0-12, Interior(1) 6-0.12 to13-0.0, Fxderipr(2) 13-0-0 to 21-513, Interior(1) 21-5-13 to 36-5-0, Extenor(2) 36.544o 424" zone; cantilever left and right exposed ;C-C for members and forces & MWFR3for reactions shown; Lumber DOL=1.60 plate gdp DOL=4..6D 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconwrtent with any other -live loads. 5) • This truss has been designed for a live load of Molest` on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f4 between the bottom chord and any other members, with BCDL = I0.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 889 to uplift atjoint 1 and 9071b uplift at joint 9. This item has been electronically signeff and - sealed by Finn, Walter, PE .using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WatlerP: Finn PE No]2839 MTeky A;Ina FLCart8830 Date - Pa/ka East8Ntl-Tempe FL bSBt9. May 19,2020 ®WARNING-VeraydawgnParemefersinIREAD NOIEa ON WS AND 1XCLUmDMnEKF,1ZFER5NmPAGEMlL7Cr2re1 1lVOJRp15 BEFORE USE sesses Design valid foruse onlywM MTex4arannedorsTh s design is based only upon psnlmeters shown and is for an indivd al building comporent, not BE' airuwnMem.Befmme Mebu Bngdeagnermus rffythaapprtmbiMy MdeMgnpmmet mdpmpeMinwryo=eNsdesign ineotheawtail buiMingdasign. BrsGngindicated istopreeentMxI rgofindmdualvusswebandforMondmembersony. AddNanaitemporeryand,srmaneNbraWg WGIC Is assays required for sleellby and to prevent collapse with possible personal injury and pmpedy carnage. For general guidance regarding the rebriciion, storage,delivery, ereatkn and bating M trusses and truss since.. Me ANanfPll quaky Criferla, DSB489 end BCSl 11"ing Componerer e9NI FaAa East BIM. Safafylodureaflon mUable from Tn Plate In9 e, 21a N. Lee Btrem, Bube 312, Alexandria, VA22314. Tampa, FL 36510 Job Truss Truss Type ON Ply T20257189 2327569-GEM-1807 A6 Hall Hip 1 1 Job Reference (optional) Bunaens mrst bounce, ram cry, rL-.. LX19-06 54-7 806 5 = sea = 3 1G In 4 cal Scale =1:Ma 4x8 = 3x4 = 5x8 = 5x15 = 5 6 22 23 7 24 a 3x4K!�2 17 1 Sx6 = 16 15 1425 13 26 12 11 0 10 28 B 2x4 II 3x8 = 3� MT20HS = 3x4 = 3x6 = 3x6 = 508 = 4x8 II 57-75 114}0 19-04i 26-11 34-&70 42-10-D Tenor ztntn R.na Plate Offsets (X Y)- (3:0-3-0 D-2-01 15:030 Edge1 (7:0-0-0 0301 19:Edoe 0-3-81 LOADING (psp SPACING- 2-0-0 Cat DEFL. in (]cc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.0D Vert(LL) -0.25 12-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.92 Vert(CT) -0.59 12-13 >869 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Inc YES WB 0.90 Horz(CT) 0.17 9 Na n1a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wnd(LL) 0.3912-13 >999 240 Weight 23B Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Exci 35: 2x4 SP M 31, 7-8: 2x4 SP No.t BOTCHORD 2x4 SP No.2'ExcepC 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3'Except' 4-15,6-13,7-12,8-10: 2x4 SP No.2 REACTIONS. (sae) 1=11fechanical, 9=Mechanical Max Horz 1=343(LC 12) Max Uplift 1=975(LC 12), 9=921(LC 12) Max Gran, 1=2005(LC 17), 9=1979(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oG bracing. WEBS 1 Row at midpt 8-9, 4-15, 7-12, 8-10 FORCES. (lb) - Max. CompJMm. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 1-2=383212284, 2-3=329412017, 34=2929/l9t6, 4-6=3752/2354, 6.7-350812119, 7-8=230511393, 8-5=1847M41 BOT CHORD 1-16=2379/3410, 15-16=2379/3410, 1315=2354/3752, 12-13=2119/3508, 10-12=141912338 WEBS 2-15=57[1540,3ti=-49811019,4-15=1 M583,4-13=-01252, 6-13=2891301, 6-12=-6751606, 7-12=899/1449, 7-10=143711077, 8-10=1689Q800 NOTES- 1) Wnd-ASCE.7-10; Vult=170mph (3semndgust) Vasd=132mph; TCDL=1.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=SDft; eave=711; Cat. II; Exp C; Encl., GCpi=D.18--T8YJFRS-(directional) and GC EMenor(2) 0-D-12 to 6312, IMerior(1)-ED-12 to 11-0-0, Fxtenor(2) 11-D-0 to 19-5-M Imenor(1) 19-5-13 to 42-84 zom cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; L rnber ^DL=1.60 patergrip DOL=1.60 2) Provide adequate drainage to-prewent waterpondmg. 3) All plates are-fdT20 plates unless otheM95e indicated. 4) This truss has been designed fora 10.0 par bottom chord live load nommrimment with any other live loads. 5) ' This truss.has been designed for alive 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 behaeen the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 1 and 921 Ib uplift at Joint 9. This item has been electronically signed and sealed by Finn, Walter, PE - using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Y1a%drP.f1mtPEN032839- 51TekUSA;.1neFLCan5634- _ BBN PiirkeEail BMd'TarnpsFL336tC.. Oats[- May 19,2020 ,& WARMNS - VenlydestgorPmrannefers and READ NOTES ON Me AND INCLUDED MREK REFERENCE PAGE W7473 rev. 1W0=015 BEFORE USE Design valid for use ontr with MTM connectors This design is based only upon parameters shown.and l for ninaivs& Wfldirg component, not IMF a truss system. Before use, the building des finer must veinythe appllmbilhy of deeign parameters and properly Imormste we design adothe ewrdl buIdingdesgn. Brecingindioatedistop..MWcxfngOMQMdual Wsswebw&MOOMmembmony. AdiftonaitansOmWarkpenenentbraGng MiTek- camps ANSI a�or,slo29e,defveryr.e2tlun ndbdng d Wsusoand Mssceosystands,mmeetl ebdIs Q.1oy CQrsar, DMI ndBC5l Building ComponerN Parke Seefylnfennatian avagable bom TNda Fate InsN e.218 N. Lee Street, auhe 312, Alexandria, VA22314. TamP a. R 368s10 Job Tress Truss Type Oty Ply T2D251190 2327569-GEM-1B07 A7 Hal(Hip 1 1 Job Reference D tional Builders First Source, Plant City, FL-32566. 6.00 12 5.240 5 Mar 9 ZOZO MiTek InclUMOS. Me. 1 19 U9:ub:bo LULU scale =b72.9 Ese - 3x4 = 3x4 = 4x6 = 3x4 = suds = 5x8 = 3 19 20 4 21 5 6 22 7 23 B 24 9 Evi F i vZAA0000M1 M I.. VAN I VAA i VAOM i M ZA 0 Este = 1s 15 14 13 12 11 10 sae = Bx12MT20HS = 3x4 = lxa = Sao = 34 3x8 MT20HS = 941-0 I 15-104 I z2s12 2834 35-11-12 424 o.rn r<,rt_A r as n-9x RxA a.vu Plate Offsets(XY)- f3:0.300.2-01t6:0-3-0Edge] 18:03-00-341 fl2:0-380-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (roc) tried L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.32 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -D.7414-15 >693 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WIB 0.66 Hoa(CT) 0.18 10 n/a n/a- BCDL 10.0 Code FBC2017rrP12014 Mafrbc-SH Wind(LL) 0.5014-15 >999 240 Weight: 233 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD 3-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3'Except' WEBS 4-16,5-15,7-14,8-12,9-11: 2x4 SP No.2 REACTIONS. (slze) 1=1VIechanical, 10=Mechanical Max Hole 1=283(LC 12) Max Uplift 1= 1383(LC 12). 10=914(LC 12) Max Gmv 1=1918(LC 1), 10=1918(LC 1) FORCES- (lb) - Max. COmpdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3648/2339, 23=3375/2129, 34=2989/1987, 4-5=-4157/2686, 6-7=-4432/2746, 7-8=3840/2332, 8-9=2394/1454, 9.10=-1855/1218 BOT CHORD 1-1 6=234110170,15-16=2686/4157, 14.16=2746/4432, 12-14=2332/3840, 11-12=1487/2441 WEBS 2-16=347/444, s16=596/1107, 4-16=1424/851, 4-15=31/396, 5-15=337/164, 5.14=274/357, 7-14=505/721, 7-12=864/682, 8-12=106SM717, 8-11=1505/1075, 9-11=174312879 Structural wood sheathing directly applied Or 1-11-14 oc putting, except end verticals. Rigid ceiling directly applied or 3-9-10 oc bracing. 1 Row at midpt 9.10, 4-16, 8-12, 9-11 NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (ssecond gust) Vasd=132mph; TCDL=4.2psf; BCDL=5:0psY h=15ft; B=45ft; L=6011; eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Fxterio (2) O-D-12 to 6-0-12, Interior(1) 6-0.12 to 9-0-0. Extegor(2) 9-D-0 to 17-5.13, Interior(1) 17-573 to 42-8-4-zone; cantilever left and right exposed ;C-C for members and forces 8 MVJFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60 2) Provide adequate drainage to prevent water porting. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 1 D.0 pst bottom chord live load noncznwrrem 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 mechanlcal connection (by others) of truss to bearing plate capable of withstanding 8831b uplift at joint 1 and 914lb uplift at joint 10. This item-hasbeeTT electronically signed and sealed byFinn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WeIt4rP' Finn PE Ao2g339 ldrrekusu�j i= FLtsds634 6604 Parke East BNd. Tampa FL 33610 Date May 19,2020 ®WARNING. Vady users. paramef. and READ NOTES ON MS ANDINCLUOED MITEK REFERENCE PAGE AUF7473 rw. 1.015 BEFORE USE Design Valid for use only not MDelt®cwmepors. This desgn Is hoses only upon parametars snore, and Is for an Iadbiduai blNmng wmponem, not �� e bass system. Before use, the bullang designer must wady the epplia bitty of design paramalera and prepedy moryorme tba design Into the oNnAi bubalingaeslgn. B.WgiadirffiedlstopreY WWl gofMdMdvaltresawebarWotcAeNmembersony. Addiftom ampomry.nd,naaneNbracMg MiTek' to anusys required for mulayand to preVem mdapse wbb posSMe personal INury and pmpedy damage. Forgenerel guidaneo regaiding me fabrication, storage, delivery, oreeion and bracing ofbusses and Was systems,see ANS/RPH quantity Crllent, DSB89 antl SCSI suddn, CompanwK 6904 Peaks Fan Blvd. SereylnMmeaon evaadbra hwn T^2. Flame InAANe, 210 N. Lae Street, Sufle 31Z Alexandria, VA2231d. Tampa, R 36610 Job TNss Truss Type 0ty Ply T20251191 2327669-GEM-1807 AB Flat Girder 1 Job Reference (optional) uu suers mrst source, lint city, lot- ozoob, +.Lau s mar u Luzu mu eK moustnes, Inc. Ine may 19 uv:j5:a9 Lulu Scale =l:n.e NAILED NAILED NAILED NAILED NAILED NAILED US = NAILED NAILED NAILED NAILED NAILED NAILED SIB = 2x4 11 NAILED NAILED NAILED NAILED NAILED us = NAILED NAILED NAILED NAILED US 1 20 21 M 2 23 24 25 326 Zr 28 4 29 5 W 31 32 6 M May W 7 378 38 39 40 941 42 43 10 11 11 11 M -qqq I mimimi Ems Ekbo SkEs. Mi 18 44 45 46 18 47 40 49 17 W 51 52 1653 54 55 15 56 57 14 n 13 59 Be 61 12 62 63 64 11 34 NAILED NAILED 6xe = NAILED 7x10 = NAILED 5x8 = NAILED NAILED NAILED BxB = NAILED NAILED NAILED 6x8 =NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 12 6-2-11 -3-1D 1%a71 1 b6 3675 1 42-10-0 6Jd1 6b15 24-5-7 30g , 66t5 fiM115 F1L15 A.9.t1 Plate Offsets (X,V)-- Itt:Edge,0-3-8l, ry2:D-3-8,D-3-01, i17:0-5-0,G 4-8j, ry8:0-3-8,0-3-DI LOADING (psi) SPACING. 2-0-0 CSL DEFL. in (Ice) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.34 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.7915-16 >646 240 BCLL 0.0 ' Rep Stress Inc NO WB 0.74 Hoa(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wnd(LL) 0.59 15-16 >870 240 Weigh: 609 lb FT=20% LUMBER. BRACING. TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP N0.2'Excepr 14-17: 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3'Except' 1-18,2-17,3-16,6-16,7-15,9.13,10-12: 2x4 SP No.2 REACTIONS. (size) 19=10echanical, 11=Mechanical Max Uplift 19=2020(LC 8). 11=1979(LC 8) Mm'Gmv 19=4098(L-C 25), 11=4006(LC 25) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) orIns except when shown. TOP -CHORD 1-19=3937/2054, 1-2=621 M066, 2-3=10220/5047, 3-5=t2194/6019, 5-6=12194/6019, 6-7=12228/603B, 7-9=10209/5042, 9-10=620613064, 10-11=3869/2006 BOT CHORD 17-18=3D66/6211, 16-17=5D47/10220, 1596=6038/12228, 13-15=5D42/10209, 12-13=31)64/6206 WEBS 1-18=3498/7086, 2-18=3239/1902, 2-17=228614626, 3.17=1994/1246, 3-16=1.122/2278, 5-16=852/Fv92, 6.15�860/697, 7-15=1149/233D, 7-13=2005L7252, 9-13=228214620, 9-12=323671901, 10-12=3497f7082 Structural wood sheathing directly applied or 437 oc pudins, except end verticals. Rigid ceiling directly applied or 7-2-0 oc bracing. NOTES. 1) 2-ply truss to be connected together with 10d (0.134 3' nails -es follows - Top chords connected as foDows: ZsAl - 1 row at-0-9-000, 2x6 - 2-anus staggered at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at D-9-0 oc. Webs connected as -follows: 2x4 - 1 row-al-0-9-0 oc. 2) All loads are considered equally applied to all plies, except i/ noted as front fl-oaack (B) face-intheLOAD CASE(S) section. Ply to ply connections have been pmvided to distribute only loads noted as (F) or (B), unlessathenviseindiwted. 3) Wind: ASCE 7-10; VaR=170mph (&second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.W,, h=15ft; 13-05$ L=60ft; eave=71t; Cat. 11; Eap 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) All plates are 06 MT201miess otherwise Indicated. 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 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) Refer to girder(s) for truss to truss connections. 9) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 20201b uplift at joint 19 and 19791b uplift at joint 11. 1 D) 'NAILED' indicates 3.10d (0.14893y or SA 2d IDA48°x3.25") toe -nails per NDS guidlines. LOAD CASES) Standard This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. walferP. Fill PE Nai'= faiT.k USkI ne FL Cerl06U 8904 Parks East Blvd Temps FL 33610. Dater' May 19,2020 ®WARNING. VadlydeslpnpanmefasandREADNOTES GN7mSANDINCIUDEGM1 KREFERENCEPAGEM1703 a IDVY1015BEF0REBSE Design vdW Mruse onywdh MITeMeonnedors. Thh design Is based any upon parameters shorn, eM Is foran imWud buOGng component not abussaysiem. Brims use,the building designermustwdy Ibeapprodblllyoftlesign parametersand pupedy wporatell deslyl hoothe owralt adidingdeslgn. Bmchglndir datopmveNWWngef WdMdualWwwe m&or MoNmembmamy. AMSWnsltemporarymdpeimmentbracing MiTele Is study. required for sudduy and to prevent Wades win possible personal Njuryand property damage. For general guidance regarding the fabrication, Worage, delivery. erection and uacng oftrusaea and buss systems, see ANSIMuH quality CMWA DS"9war BCSl Building Component 6904 East Simi. Safefylnfamealoo av UbW mTNSSRMOInsiRut.218N.Led d,Sule312,Nexandda,VA=14. Tampa, R FL %a10 Job Trusa Truss Type 0y Ply T20251191 2327569-GEM-1807 A9 Flat GWer 1 Job Reference (optional) Builders First Source, Plant City, FL-32568, 8.240 a Mar 92020 M7ek Industries, Inc. Tue May 19 09:36:002020 Page 2 ID:W458D oAOJSRgdWyxgRzlbOq-PuAtprEg7womBBlNGV51yam16H1174glopjzEzgd LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pB) Vert: 1-10=70, 11-19=20 Concentrated Loads (Ib) Vert: 20=130(1c) 21=125(F) 22=125(F) 23=125(F) 24=125(F) 25=125(1`) 27 =125(F) 28=125(F) 29=125(F) 30=125(F) 31-125(F) 32=125(F) 33=125(F) 34=125(F) 36=125(F) 313=125(F) 39=125(F) 4D=125(F) 41=125(F) 42=125(F) 43=125(F) 44=53(F) 45-51(F) 46=51(F) 47=51(F) 48=51(F) 49=51(F) 50=51(F) 51-51(F) 52=51(F) 53=51(F) 54=-51(F) 55=51(F) 56=51(F) 57-51(F) 58=51(F) 59=51(F) 60=51(F) 61=51(F) 62=51(F) 63=-51(F) 64=51(F) ®WARNING- Vern, dssfgn ParamemrsanJREAD NOTES ON 7MSAND INCLUDEDA"EKREFERENCE PAGEM0.p73ov. lowzoda6EWBE USE. Oeslgn valld for use onlywOb MRek®warecons. T ]s design Is based mly upon paremslers shown, and Is an an Individual building somponsM not �� 4 Vun system. Before M. Me building designer must Sarni Na eppOrebll ty of design owarm lers and properly Inoerporme MIS design Into the ownall huidingdnlgn. BreoingindiedatopmwMbuklingatlndMduWWnwebm&ordm membem only. Motional temporary and pmmaned braWg WGIC Is always requUed for slabOity and to prauent mOapse wW possli Personal Injury and property damage. For Benaml guklarrce rsgmtling Ne tebdrAtlon, storega, defNery,eretlion nd bredrg of WsmseM twasystenu.ne ANSgrPlf Quarry crown, DS"9 end a= aulding Camponont 6904 Parke Bass BM. SeIPO-IMonnaflon avadabk WmTmss Tma Ina ..31e N.Lee Street,auae31ZAlexanda,VA=14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20251192 2327569-GEM-18D7 B1 Hip Girder 1 Job Reference (optional) Buildersi-Im Jounce, I'Mrlt Oily, 1-1.-a2bte, 5M 5.241) a Mar 9 2020 MITek Industries. Inc. TUe Mav W 09;W:U1 2020 sxa - ad II 5sil _ 6.co 12 2 11 3 12 4 10 " " "' 9„' „ ,o ,e 10 8 u - - ar 7- m 6 ST1.5x8 STP = Special Spacial 7a10 = Special Special Specie) 7.10 = Special Special 7>a0 = special 3A 11 5a 11 Special Spacial Special Special Special 1 7£0 1 14-1DA I 223-0 i zs-11-0 7fia 7aa Ira aa.t Scale-1:60.6 Plate offsets (x,v)- (1:0-1-12,62-0L [20-6-0,0.2-M, [4:0-ra0,D-2-8L [6:D4-12,0-1-8), [7:0.3-8,0-"], [6:0-5-0,0-0-121. [9:0-3-8,D4.121. (10:0-0-8,0-3.21 LOADING (psf) SPACING. 24)-0 CSI. DEFL. in (loci) Aden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.10 7-8 -999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 7-8 >999 240 BCLL 0.0 ' Rep Stress Ina NO WE 0.88 Horz(CT) 0.02 S n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wmd(LL) 0.15 7-8 >999 240 Weight 457 do FT=20% LUMBER - TOP -CHORD 2x4 SP No.2'Except* 1-2: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3'Excepr 1-10: 2x8 SP 240OF 2.0E, 1-9,5-7: 2x4 SP No.2, 56: 2x6 SP No.2 REACTIONS. (size) 10=D6-0, 6=11.11echaniGal- MaCHorz 10=148(LC 6) Mm Uplift 10=3433(1_C 8),-6=3674(LC 8) Max.Grev 10=7119(LC 1), 6--6646(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. FORCES. (Ib) - Max. Comp/Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORI3 1-2=52392550; 2-3=56632892, 34=5663/2892, 4-5=3715/1945, 1-10=559112747, S6=6370/3299 - BOT CHORD 9-10=226/32%8-3=2242/45H9, 76=1654/3235 WEBS 2-9=567f761, 2-8=81711728, 36=574/435, 46=1710/3769, 4.7=1636/732, 1-9=247315299, 5.7=2837/5609 NOTES- 1) 2-ply tnrsstabe connected together with 10d (i nails aatonows: 'Tap chords connected as follows: 2x4 - 1 now at i oc, 2x8 - 2 rows staggered -at 6g-0 oc, 2x6 - 2 rows-staggeredat 0.9.0 oc Bottom chords connected as follows: 2x6 - 2Tows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are -considered equally applied to all plies, except If noted as front-(F)=back (B) facrin-the LOAD CASE(S) section. Pry to Tftis Item has been 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. electronically signed and 4) Wind: ASCE 7-10; Vub=170mph (3-second gust) Vasd=132mph;-TCDL=4.2psF BCDL=S.Opsf; h=15ft; B=45ft; L=Soft; save=7ft; Cat. sealed by Finn, Walter, PE 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL--1.60 using a Digital Signature. 5) Provide adequate drainage to prevent water ponding. Printed this 6) This truss has been designed for a 10.0 psf bottom chord live load noncencementwdh any other live loads. Copies Of 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0tell by 24)-0wide document are not considered will fit between the bottom chord and any other members, with BCDL=10.Opsf. Signed and Sealed and the 8) Refer to girder(s) for truss to truss connections. signature must be verified 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34331b uplift at joint 10 and 3674lb on an electronic co uplift at joint 6. y pies. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 874 to down and 439 lb up at WalterP. Fmn PE No.22839 1-2-12, 874111 down and 439 lb up at 3.2-12. 874 It, down and 439 lb up at 5.2-12. 874 Ib down and 439 lb up at 7-2-12, 875 Ib Ni USA; tna FL tied 66M ... dawn and 421 Ib up at 9-2-12, 875 to down and 421 Ib up at 11-2-12, 8751D dam and 421 lb up at 13.2-12, 875 lb down and 421 6904 Pmka East Blvd. Tampa FL 33510 III up at 14-106, 875 Ib down and 421 lb up at 1664, 875 lb down and 421 Ib up at 18-64, 875 lb down and 421 lb up at 2064, Date and 941 Ib dawn and 439 lb up at 22-6-4, and 1103 Ib down and 984lb up at 24-64 on bottom chord. The design/selection of May 19,2020 devices is the responsibility of others. ®WARN/NG-vwgy Eeslgnpa erwsMdREAVM0Tw ON MSANDINCLUDEDMMEKREFERENCEPAGEWR703rw. 10/03205BEFOREUSE. w icl furuse anlywtlh MITek®osanectois. Tlds design Is based only upon parameters shown, ant Is for an NOMtlua1 bugdinp mmponem no Nil'Design a miss system Below use, the building do4gnm must veiny Bre apptirsbiltly bf design paametam end pmpedy Ncorparete Nis design brie the owap buildingdesign. Bracing indicated is to pawnt Welding ormtlividual miss web and/or chord members My. Additional tempoary end pamuneM bracing M7eW is always required for seadfity and to pavent collapse with possible personal Injury and papedy dentate. For general guMenee regardbg the labdcagan, rtoage,delivery, erection and barJn9 ofbusses and buss systems, see ANGI?PIIQueidy Or/adx,D56a9ond BCsl Building Component was Pane Best BM. auletylMarm011pn avagabk from Tans%ate lnsNMe, 21a NLee abeeL Su6e 312, Alexandria, VA 22314. Tampa FL as610 Job Truss Truss Type pty Ply T20251192 2327569-GEM-1807 B1 Hip Girder 1 .s L Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 Was Industries, Inc. Tue May 19 09:3&01 2020 Page 2 ID: W458DW_oAQJSRgzMlyyxgl?zlbQq kF1 BFSmvOFP4mKGFOV4J101AS30iABJKULLAZEzgi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inmase=1.25 Uniform Leads (plf) Vert: 1-2-70, 2-4=70, 4-5-70, 6-10=20 Concentrated Loads (lb) Vert: 8=875(F) 13=874(F) 14=874(F) 15=-B74(F) 16=874(F) 17=875(F) 18=875(F) 20=875(F) 21=875(F) 23=-875(F) 24=875(F) 25=874(F) 26=-891(F) ®WARNING - VSNy design part. and RE 4D NOTES ON WS AND INCLUDED MREK FF£ERENCE PAGE AUsW3 rw.10N1R015 8EPoNE USE Design valid forum onlywdd MTTaW connecnm. Tble design Is based only upon parameters cboem, and Is for an IndMdual building comparer, net a tense system. Before use, the building desgner moat swdfytM app imblltty of design parameters and properly response this design No Oe overall bWMingdeslgn. BmdnglndiWdistopreventburJtgngWrdMdual WsawebmWorchaNmembersonty. MdllrnetlemponryandpsmaneNbracmg M7ek" s always Mqubed for stabitiyand to prover collapse wMr possible persoral rjay and propety damage.Forgeneralguidenrangardng Me dN bussaystemas3l ANSUTPNOpoIAy Cdroda, 05689 ondeCSIBWIWng Component Fast BIM. Tans.. SdoWinfoseulori Wlerectionan Melnaftre,218N. Sofeylnformafron avaWble Uom TMss Prse InGdWe, 216 N. Len SlreeL Sutte 312 AlexandrW, VA2914. R Tanga, (Z 36610 Job Truss Truss Type pry Ply T20257193 2327569-GEM-1807 B2 Hip 1 1 Jab Reference(o Bonal Builders First Source, Plant City, FL - 32566, 54 8.240 s Mar 9 2020 M7ak industries, Inc. Tue May 19 09:36:03 2020 e to II axe = sxa = ace FI-2 11 11 10 13 9 a 14 715 6 axe II 3x4 = sees =axe = 34 = 3ess II Y%1r81FF1F] Plate Offsets MY)— 12:0-2-0.0-5-81, f3:0-0-0.Edge), 14:0-6-0,0.2A1 LOADING (pat) SPACING- 2-0.0 CS]. DEFL. in (roc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(L-) -0.14 B-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.25 7-8 >999 240 BCLL 0.0 Rep Stress Inc YES WE 0.67 Hom(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH Wrnd(LL) 0.06 8 >999 240 Weight 1901b FT=20% LUMBER- BRACING - TOP CHORD .7x4 SP No2 `ExmpP TOP CHORD 2-3,3-4: 2x4 SP NoA BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 11=1VIechanical, 6=Mechanical Max-Hom 11=120(LC 10) Max Uplift 11=545(LC 12), 6=584(LC 12) -Max Gmv 11=1290(LC 17), 6=1261(LC 18) FORCES. (lb)-- Max. Comp-IMax. Ten. - All forces 250 M or less except when shown. TOP CHORD 1-2=990/650, 2.3=1109/868, 3.4=1109/868, 4-5=5561390, 1-11=1250/849, 5-6=1289/857 BOTCHORD 8.10=567/868, 7-8=2961479 WEBS 2-10=-023/415, 2-0=253/491, 34F=705/662, 4-8=617/897, 4-7=772/678r 1-10=531/974, 5-7=-669/1099 Structural wood sheathing directly applied or 4-2-10 oc purtins, except end verticals. Rigid ceiling directly applied or6-0.0 oc bracing. 1 Row at midpt 2-10, 3-8. 4-e, 4-7. 5.6 NOTES- 1) Unbalanced roof live -loads have been considered forlhis design. 2) Wnd: ASCE 7.10; Vub-170mph (3-second gust) Vasd=132mph�-TCDL=4.2psf, BCDL=5.0psF h=15ft; B=45ft; L=60ft; eave=7ft; Oat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Exterior(2) 0-1-17 to 154", Interior(l) 15-08 to 23-9-0, 6denor(2) 23-9-0 to 26-11-4 zone; cantilever left and right exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provideadequatedrainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live loadflonconcurfent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsfon-the bottom -chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding 5451b uplift at joint 11 and 5841b uplift at joint 6. This item has been - electronically signed and sealed by Finn, Walter, PE using a Digital -Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wallarls. Fan PE No22939 W.kUSkIrn.FLCertG6U ,... 8041sarke East INY&TwowFL 33810 Oate_> May 19,2020 ®WARNING- Vmdydeelpnparemetew ardR DNOTES ONMSANDINCGUD£o MIMKREFERKMPAGEMP7T 3rev, IMIC015BEFORE USE Design wild waste onywdh MTek®connacom.lhis design is based ony upon parametersMown, and Is foran NEiWEual bugdirg component not �- ahead system. Belwus a e, the bWMing designermust wefytha appgewatty of osupl parameter and prepedy incorporate Insdesign bxo the owndi ��-��•YYY bmMng design. Bracing Indicated is to preeerd WcUng of hdMdual truss web mdlm Nord members on,. Ammon temporary and permanent brazing M7ak' is always required forstablydy and to prewm collapse wph possible pemorml Injuryand pmpedy damage. Forgeneral guldwca regard g me fabdowon, xsedge,delivery,eredbn and among oftrusses and buss systems,see ANSVTPH Du.fiy Wad., OS"9 end 13= Building Component 69111 Park. East BM. Saletyirdooneseen mwblefmm Truss Pmtainst e,218N.Lee Bb K. he3lZAlexandda VA2=14. Tampa. FL 38510 Job Truss Tnlss Type Oty Ply T2D2511B4 2327569-GEM-11 07 B3 Hip 1 1 Job Rekrence (optional) blunders lust source, runt ury, rL-ZZVV0, r � F 4x8 = 8.D0 12 2 1 ads o.L9u s bn f u LVLu dnn eK InQU Ule5, NC. 1110 May IV V-J:.b:VJ LULU 3x4 = Sx6 = 3 13 14 15 16 4 2x4 gale: 1W-l' sure 5 B 12 11 17 10 189 8 19 M 7 axe II 3e8 = 3x4 = 3x8 3ur6 = bas = 4-0-0 11-7.7 1&9-1 27-1-0 11 Plate Offsets D(Y)- (4:0-3-00-3-0j I5:0-30 0-2-0) LOADING (psp SPACING. 2-0-0 CSt. DEFL In (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(L-) -0.14 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Ven CT) -0.28 7-8 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.66 Horz(CT) 0.03 7 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matra-SH Wmd(LL) 0.06 B-10 -999 240 Weight 192 lb FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (size) 12=11Jechanical. 7=1vIechanical Max Hom 12=91(LC 12) Max Uplift 12=545(LC 12), 7=584(LC 12) Max Grav 12=1261(LC 17), 7=1290(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -Ag forces 250 (lb) or Iess4xcept when shown. TOP CHORD 1-2=802/526, 2-3=-696/563, 3-4=w=7J861, 45=10751717 1-12=122171811 BOT CHORD 10-11=807/124T, e-10=-675/1098' WEBS- 1-11=571/989, 6-7=1203/931, 5-8=734/1252, 3.11=823/422, 4-8=659/611 Structural wood sheathing directly applied or 4-6-6 cc pudins, except end verticals. Rigid ceiling directly applied or 6-6-15 oc bracing. 1 Row at al 5-7. 5-8. 3-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=.170mph (3-seoond-gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf h=15ft; 13=4511; L=601; eave=7ft; Cat. II; Exp.C;-Encl., GCpi=0.18; MWFRS (dimaonao and C-C Exterior(2) 0-1-12 to 12-9-13,-Intedor(1) 12-9-13 to 25ama dedor(2) 259-0 to 26-11.4 zone; cantilever left and -right exposed-;C-C for members and forces S MWFRS for reactionsshown; Lumber DOL-1.60 plate gdp DOL=160 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord -live load nonconcartent 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 recmngle&Sx- by 2-0-0 wide will fit between the bottom chord and any other-memhers, with BCDL=10.0psf. 6) Refer to ginlerts) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 lb uplift at joint 12-and 5Wb uplift at joint 7. This item -has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walti III in PENOM9. 39 so rek USly Ihe: FL can 6634 It Parke East Blvd Tampa FL 33610, Date May 19,2020 ®WARNING.VVAydealgnparameanand READNOMSONTHISANDINMUDEDM KREFERENCEPAGEMIF703rev.1e 015BEF USE wwww Oealgn valld forum onlywkh MneaS oddrenbrs. This design is basest only upon paammus shown, and is form Individual Wilding component, not abuse system Before use, the building designermustwdy Ne epplicobllayofdesign parametersand properlyinadurnoral designMONOmeall bulldngdeslgn. Bracing Included is to prewm boosting CflndMdual truss web mWor choral members only. Additional tampoary and permanent among MiTek' b always required for stabildy and to prevent collapse wM poadde personal Injury and property damage. F.,amoalguldereardamIngme hgksgor.doable, delivery, mudim and baWg ofmmeses mvl Was systems. see ANSurwl ouaDty amen., DSs89 and SCSI BWWng component 69M Parke FE&V BNd. Sanorylabrrnafbn av Mbk nom Tms pate has 0.21B N. Lee fibres auae 312, AleuranWle VA22914. TenPe. R 36610 Job mss Truss Type Gly Ply T20251195 2327559-GEM-1807 B4 Hal Hip 7 1 Job Reference (optional) Burgers nrst bounce, ram s ny, rL-54o1w, 6.00 12 q, = 3x4 o.44U s mar U<U4U mi l UK JnUUSMee, Inc. Iue may I 3x4 = 8x6 = 3x4 = 3 12 13 4 5 14 Scale =1:46.6 11 10 75 9 16 a 17 7 3x8 I sKe = Stes = Sxe = 3x6 II 2-0-0 167-9 169-7 27-1-0 Plate Offsets (X Y)- 12:0-3-4 0-2-0j 18:0.30 D-3-0i (9:D30 0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Won Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.12 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.26 7-8 >999 240 BCLL 0.0 ' Rep Stress Ina YES WS 0.60 Hoa(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wnd(LL) 0.08 B-9 >999 240 Weight 175 to FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 7=1VIechanics, 11=Mechanical Max Horz 11=67(LC 12) Max Uplift 7=-579(LC 12), 11-550(LC 12) Max Grav 7=1273(LC 17), 11=1226(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 1-2=519/333; 2-3=-479f371, 3-5=1380/889, 5b=1235M7, 6-7=11321802, 1-11=12497768 BOT CHORD 9-10=889/1380, B-9=73711235 WEBS 2-10=186288, 3-10=1150/64938=712/637, 6-8=902/1511, 1-10=-664/1095 Structural wood sheathing directly applied, except end verticals. Rigid veiling directly applied or 6-0-0 oc bracing. 1 Row at micipt 6-7. 3-10. Fab NOTES- 1)-Wnd:ASCE-7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=5.Opsf, h=15ft; B=45ft; L=608; eave=711; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ExteriDr(2) 0-1-12 to 10-7-9, Interior(1) 10-7-9 to 26-11-4 cane; cantilever left and rightexposed ;C-C for members end forces S'MWFRS for reac0ons shown; Lumber DOL=1.60 plate -grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been.designed for a 10.0 psf bottom chord live load noncencerrerd 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) Refer to girder(s) for truss to truss connections. 6) Previde mechanical connection (by others) of truss to bearing plate capable of withstanding 579 lb uplift at joint 7 and-550 lb uplift at joint 11. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Walter P.Ann PE1lo22638 WTOkUSk Inc. Fl. Cad G034 6904PilkaBatt BNd: Teiepa FL 33610 Da e May 19.2020 ®WARNING. Verify de gnpan lm and READ NOTES ON TWSANO INCLUDEVAUTEKREFERENCE PAGENAW3 rev. 1=20015BEFORE USE Daslgnve hruseonywM%Telt® neMms.Mh designts CasedanyuponpmamOemshown,vd Isforan IndMduWM&ingmt caw not �r e Wss system. Before use.6w buatlNg de9gner must g & hdie appboablldy b wW m Mo m ere endwo. MdWory t.te Nb,.W v rr the overall bulltlNgdesign.BreoinglntlioandWtop pemmnek Macing my.Addnmtalte.n. i■ MiTek' IseMaysrequaegforea ray andto MwgapwgINlndivldea mmlinjugmpma dyda rag pmpeMdamage.Forgeneralguldanoam .dame ardbrmng Of ,U satldepersonalinjuryend Morage, de ANSVA=14ally CdNde, DSB88 endaC518u1/tling Compananr VusasyeLe UbleregionendbaMiInMO0,esantl lsea Saraylnrmmefyon evaeable hum Tmsa Plata lnM4Na, 210 N. Lea Steel, Sane 312, Alemldda, VA 22714. T.'1 REeABhd. Tampa,R 36310 Job Truss Truss Type Oy Ply T20251196 2327569-GEM-1807 S5 Flat 1 t Job Reference (coroner Builders First Source, Plant Gity, FL-32566, 3x4 = 8.240 s Mar 9 2020 MIT& Industries, Inc Tue May 19 09:36:08 2020 as II 3sS = 3x4 = i Scree =1:482 11 lu a a 7 3xs I Sae = Moe = 3z8 = axs I 6-ta2 13b8 20-2-14 27-1-0 F112 a4t-a s�-s I slat Plate Offsets (X,Y)— [9:0-4-0,0.301 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Went L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) .0.07 9 -999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 9-10 -999 240 SCLL 0.0 Rep Stress thcr YES WB 0.59 Horz(CT) 0.03 7 n/a fuss BCDL 10.0 Code FBC2017/rP12014 Mabic-SH Wind(LL) 0.10 9 -999 240 Weight: 165 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=MechanicaL7=Mechanical Max Uplift 11=564(LC 12), 7=564(LC 12) Max Gmv 11=1206(LC 1),7=1206(LC 1) FORCES. -lb) -Meet. Comp./Maz Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1145/773, 1-2=12467743, 2-3=11319/934, 3-5=1619/934, 5-i=1246/743, 6-7=114W7a BOT CHORD 9.10=743/1246, 8-9=743/1246 WEBS 1-10=916/1544, 2-10=4D7l638, 2-9=277/474, 3-9=446/379, 59=277/471, 5-8=801/63B. 6-8=916/1544- SWctural wood sheathing directly applied or 4412 oc pudins, except and verficals. Rigid wiring directly applied or 6-9-14 oc bracing. 1 Row at midpt 1-10, 6-8 NOTES- 1) Wind: ASCE 7-10; Vut=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst.BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7fl II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 6-1-12, Intefiogt)'6-I-12 to 26-11-4 zone;- cantilever left and right exposed ;C-C for members andfomes & MWFRS forreactions shown; Lumber DOL=1.60 plateguile DOL=1.60 2) Provide adequate drainage to preventwater pending. 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 of20.0psf on the bottomchord in all areas where a rectangle 3-.6=1tarby 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to ginder(s) for truss to -buss connecbens. 6) Provide mechanical connection (byothers)of truss to bearing plate capable of withstanding 564 to uplift at joint 11 and 564 Ib upfift at joint 7. This item has been electronicallysigned-and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. welterPt;liun Peiaesza39 Wr.k U5A 1no. FL'ced"3`1 69p4PAOEast Blvd. Trends FL i}61s. Date:' May 19,2020 WARNING -Verily dow9n,suadownses andREAD NOTES ON MS AND INCLUDEDAMTEKREFERENCE PAGE hg47473 Me 1*=i"56EFORE usE.. awass wild for use y MMiTex®mn Mors. This design is based only upon parameters shown, ends Man Inewtlual baling compbnmq nor IN a ones system. aboard m Mebuilding tl gnermustvedy me appgbabilgy of design parameters and pmpedymerall oorpordethis design the owner buildingdesign. aredng inclosed on, prevwd Cuddling ofNdividual Was web andlor Nord members only. AddNonLtemporaryandpetmanentreeng : MiTek U mshrs required M sdoliry and topreeerd rallapse an possible pereorwl injury and property damage. Forgeneralguidancereganingthe Warlution,sloWe,dehvery.dradon and bracing oftnewasadl mossyneres, see AMWnsl caddy rotted,DSS-89 antl SMI euOTing Component 6904 PaM1x East BIM. S+fey lnbrmaflon avflablehom Truss Rl lns .218N.Lee SYeKl fte312,Alo dda,VA22t14. Tampa. FL seal Job cuss Truss Type Oty Py T202s1197 2327569-GEM-1807 B6 Flat 1 1 Jab Reference o tional builders rlrst Source, I'lanl Gry, rL-a[O6b, a Lou s mar v Lu,u mu aft mousales, Inc. l Me may iv uu;=iv zuzu 6aaie=1:46.0 Us = 3x4 = L4 I 3xa = 3x4 = 3x8 = 1 12 2 13 3 14 4 5 15 6 11 1D 9 3x8 II 3xs = Sxa = a 3x8 = 7 aes II Plate Offsets (X,Y)- I8:038.0-1-e1, 19:0-0-0,0-3-0), 110:0-3-8,0-1-81 LOADING (fist) SPACING- 2-0-0 CS]. DEFL. in (loc) Vde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(L-) -0.09 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.21 9AU >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.68 Horz(CT) 0.03 7 We n/a BCDL 10.0 Code FBC2017/TP12014 MatrixSH Wmd(LL) 0.14 9 >999 240 Weight 1541b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (size) 11=1igechanical, 7=Mechanical Max Uplift 11=564(LC 12), 7=564(LC 12) Max Gray 11=1206(LC 1), 7-1206(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=1143r773, 1-2=15431920, 2-3=200711158, 35=2007/1158, 5-6=1543/920, 6-7=1143rn3 BOTCHORD 9-1D=92011543, B-9=920/1543 WEBS 1-10=1055/177%2-10=-799/636; 2 9- 3211546, 3-9=-447/380, 5-9=321/546, 5-8=7991636. 6-8=1055/1779 Structural wood sheathing directly applied or 3-7-7 oc pudins, except end verticals. Rigid ceiling directly applied orb-1-9 oc bracing. 1 Row at mldpt 1-10, 6-8 NOTES- 1) %and: ASCE-7--10: Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.OpsQ h=15fl; B=4511; L=6m. eave=7ft; Cat. II; Exp'C; End., GCpi=0.1$ MWFRS (directional) and C-C.F-xtedar(2) G-1-12 to 6-1-12, Intedor(1) 6-1-12 to 26-11-4 zone; cantilever left dad right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2)frevide adequate drainage to prevent water bonding. 3) This truss has been designed for a-10:9ysf bottomchord live Io sd-oonconwment with any other live loads. 4) ' This -truss has been designed for a live lead of 20.Opsf on the badom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Pmvide mechanical correction (by others)*1 truss to bearing plate capable of -withstanding 564 lb uplift at joint 11 and 564 Ito uplift at joint 7. This item has been electronically -signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WeRarP: Finn PE No.22839 311Teka6A Nc FL'Cm(6634 ... DoeDate Parka East 9Nd Tempe FL 33618 , May 19,2020 ®WARNING-VerMJedgnpanua hrs andIMAD NOTES ON MS AND INCLUDEDdO]EKREFERENCEPAGE Ni lam3G015BEFORE USE Design valid for use only wM 147mabomnedgm. The deans is hand any upon paremdem Shown, and Is for an In4Mdual Wilding component. not a buss system. Bdme use, the building dedgner must wtlfyttle eppmsbiti o/decign paremdms and pmpaM Ncoryomh Nis design bdothe awhll bulldmgdesign. Bating iMiamed is to prewftbodul INNdW ivldualss web anNor Mord mambeB Dory. Addnondry tempohand Fermnnerd bracNg WOW b always required for stability and to prevent collapse with possible personal injury and pmpedy damage. For general guidarce re,a d ing the regents, goal delivery, ambion and among or trusses and truss aydems, sea ANSVIP11 Quality Oregon., DSB-ag.ndscv Bullring Component 6904 Pane East BIM. SOIoylntormoDan ava0able Wm Tmss Rde Ind4vle, 216 N. Lee Blmd, a fte 3/2 Nexandda, VA 23a14. Tampa, FL 38610 Job Truss Truss Type Oty Ply T20251198 2327569-GEM-1807 87 Flat Girder 1 1 Job Reference (optional) o.Z' U 5 roar a ZUZv MI I eK InCUSMea, InC. 1 Da May IU Ua:3S:13 2020 Scale=1:49.6 NAILED NAILED NAILED NAILED NAILED NAILED Sx6 = NAILED NAILED 3.4 = NAILED NAILED 2x4 I 4x6 =NAILED U4 = NAILED NAILED Sx3 1 12 13 14 2 15 16 17 to 3 1g A on e1 5 e 11 26 27 1028 29 30 9 31 32 33 a U 35 38 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7 3z12 MROXS I SxB = 7x10 = Iva = 9z12 MT20H5 NAILED NAILED NAILED NAILED NAILED 610.2 138E I 20.2-14 27-1.0 Plate Offsets (X Y)- (8:0-2-B 03-41 (9:0-SO o-4-81 I10'0-2-8 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ix) glen Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.18 9 >999 360 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.77 Vert(CT) -0.42 9 >758 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WE 0.87 Hom(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatricSH Wlnd(LL) 0.32 9 >999 240 Weight: 186 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except- BOT CHORD 1-10,2-9,S9,6E:2z4 SP No.2 WEBS REACTIONS. (size) 11=Mechanical, 7=Mechanical Max Uplift 11=1083(1_C 8), 7-1064(LC 8) Max Gmv 11=217SILC 25), 7=2136(LC 25) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=2047/1121, 1-2=3840/1912, 23=5014/2494, 3-5=5014/2494, 5-6=3847/1915, 6-7=2017/1097 BOT CHORD 9.10-1912/3840, 8-9=1915/3847 WEBS 1-10=2052/4123, 2=1 D=1432/997, 2-9=-667/1286, 3-9=800/636, 59=666/1278, S-B=-1435/999, 6-8=2057/4132 Structural wood sheathing directly applied or 3-0.9 oc purlins, except end verticals. Rigid ceiling directly applied or 5.3-9 oc bracing. 1 Row at midpt 1-10.6-8 NOTES- 1) Wind: ASIDE 7-10; Vun=170mph (3-semnd gust) Vasd=132mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=60ft;Eave=7ft; Cat II; Fxp_C; Encl., GCpi=0.18, MWFRS (directional); cantilever left and right exposed; Lumber DOL=I-.b plate grip DOL=1:6D 2) Provide adequate drainage to prevent water ponding. 3) An plates are MT20 plates unless otherwise Indicated. 4) This taus has been designed for a 10.0 psf bottom chard live load noncac ment with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all-aress where a rectangle 3-6-0 tall by 2-0-0wide wilFfn 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 1OB3Jb uplift at joint 14 and 1064 Ito uplift atjoint 7. 8) "NAILED" indicates 310d (0.148"x3) or 3-12d (0.1485t3.251 toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (pit) Vert: 1-6=70, 7-11=20 This item has been electronically signed and - seated by -Finn, Walter, PE using a Digital. Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. warteri3-FainPE Na.22039 MRelrusx'01d.FLDadum 6904 Pedro East BNd Tainpe FL 33010 Del Mav 19.2020 ®WARNING-VadfydasignparamarersaedREADNO7E5ONrNI5AN01NCLUDEDMMKRE RENCEPAGEM14709rw.1hO.lR015BEFOREUSE �■■ Deslgnvalld MruseonywAh MlreMOcoane m.TllsdesignlsbwWmo Wonpommdemsb,endismrenmlvlduwwUdiWwmponentcol �rJ,p7 e truss rystem. Bmors use, the bulldNg Designer must verlyy the appllublllly of design parameters end pmpeM bwlporole @a design Wothe owrdl bulldingd ff`��•YYY■■■ w eslgn. Bracing lndiaded isto plem buWng oflndMdual tiuse web anther chord members cny. AedMlanaltemporalyand pearaneNMacing bM MiTek- aysmqulmdforsiablMyandtopmwMwflapsewMpos blep mlinju mdpmpeMdamage. Forgenerapidancere9ardingtlle fabrication, st.s, dedvely,emdion and bride, ofbuseesend trues ¢}stems, sae ANSU7PIf cheeky Chien, DS 9endaC9l Building Component Sofelylnfermollon evadableO TrussP elnsl4 .218KL B e,B011e312,Alexendru,VAM14. 6904 Parke East BNd. Tempa,R=10 Job ruas Truss Type Dry Ply T20251198 2327569-GEM-1807 B7 Flat Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 8,240 s Mar 9 202D MITek Industnes, Inc. Tue May 19 09:36:13 2020 Page 2 ID:W4580oAQJSRgzhHVyxgl?zjbQq-XOSoVIO KbXyrwhe EJZm6POUyg8Dv3B0 nTzEzgW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=36(B) 3=90(B) 12=90(13) 13=90(B) 14=90(B) 15=90(13) 16=90(B)17=90(B) 19=90(13) 20=90(B) 21=90(B) 22=90(B) 23=90(19) 24=90(B) 25=36(B) 26=36(B) 27=36(B) 28=36(13) 29=36(19) 30=36(13) 31=36(13) 32=36(B) 33=36(B) 34=36(B) 35=36(13) 36=36(13) ®WARNING-Wre Masi, I.. and READ NOTES ON Inter AND INCLUDEDM?EKREFERENCE PAGE RPW3 rev. loe"OISBEFORE USE said (arose any wM Mrf.W connetloa. Ull design Is based Dory upon peremeters shown, and Is Wen Individual Wild, mmpmol not Nit a bras system. Before use, Vie bugdng desigmr must ,edy 9a epplosbgre dy of design pametem and papery Inoorporebr te this design a the seamen bulldingdesign. BracingiMir.ffiedlsbpawirtWWNgINNEMdualirvsswebend/orMONmembenonly. AddlidneltampoRryandpemnanendbaddr, Mel( Is aWays required for stability and to preveN cellapee with passe personal Injury and property damage, Forgeneral'whmea regarding INe fabdwgon. a crags,delivery, ereClon and bracing afhusses and Use systems,see ANSI DeeMy Creed., DSBSS and SCSI Bugmllg Componord 6903 Parke East BIM. SeleglnlarmeNon avagable ban Truss %eta lnaMNe, 21a N.LeeSUet, Sutle 3lZ Almmntlda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20261199 2327569-GEM-1807 C1 Hat Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. raced 8.240 is Mar 92020 MTek Industries, In= Tue May 19 09.W:152020 Bx8 i B.oD 13 4 18 3x8 II bpecal apeoel IN16MMDHS = Spent Special Special Sole-1:63.1 ad II axe = 7x10 = apeveh la14 = NAFI 10 7x10 = ST1.5ze SrP = Special NAILED 3u12MT20HS II NAILED 6a}8-0.1zz I 12-10 174.8 I zasa I z3-11-D 16-4a s-D-a 3410 35-8 Plate Offsets (X,Y)- [2:0-1-11,0-M], ]3:0-3-O,Edge], [4:D-54,0-3-0], [6:D-3-0,0-1-12], [7:G4 4,0-2-8], [8:0-54.0-2-10], [9:0-2-12,0-2-12], [10:0-7-0,0-"], [11:0-8-0,O-i-0], 1120-54,01-81 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (hoc) ydet- Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.26 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3711-12 >753 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.94 Hong(CT) 0.06 8 n/a We BCDL 10.0 Code FBC2017/TP12014 MmrbrSH Weight: 428 lb FT-20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-7: 2x6 SP No.2, 1-3: 2x4 SP No.1 BOTCHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3-Excepr 7-8: 2x8 SP 240OF 2.0E, 4-11: 2x4 SP No.2, 6-10,7-9:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0 7-0, 2=0-9-0 Max Hoa 2=468(LC 25) Max Uplift 8=-5127(LC 8), 2=3901(LC 8) Max Gray 8=9595(LC 1), 2=7434(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 941-14 oc bracing. WEBS 1Raw at midpt 6-9 FORCES. gb) - Mm. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=148710472, 34=11565/5930, 4-5=9D91/4842, 5-0=-9090/4841, 6-7=4853/2593, 7-8=9469/5079 BOTCHORD- 2-12=6876/13065,11-12=-6843/12992,10-11=5278/10043,31D=2593/4853 WEBS 3-12=1328/2802, 3.11=3042/1625, 4.11=2871/5865, 4-10=1512J691, 5.10=3761254, 6-10=-5117/9647, 6-9--8560/4588, 7.9=546BLI0236 NOTES- 1) 2-ply truss to be connected together with told (0.131"x3") nails as follows: Top chords connected as follows-2x4 - 1 row, at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-90 do. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-2-0 oc. Webs'mnneced-as follows: 2x4-1 caw at 0-9-0 oc: 2) All loads are considered equally applied to all plies, except If noted as from () or back (B) face in the LOAD CASES) 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; Vuh=170mph (3-secend gust) Vasd=132mph; TCDL=4.2ps1%, BCDL=S.OpsY h=15ft; B=45ft; L=60R; eave=7ft; Cat. II; 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 ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconarrrent with any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle a 6-0 tall by 240.0 w de will fat between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5127 It, uplift at Joint 8 and 3901 It, uplift at joint 2. 10) "NAILED" indicates 3-1Od (0.148'13' or 3-12d (0.148x3.25' toe -nails per NDS guidlines. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalhcrP. Finn PE lio.22839 rd AYSA hmFCCeA6634- 6BD4Pa1ke East 91vd. Tampa FL 3M70 Date May 19,2020 WARNING-V eydeel9nyaramelereend READNOTES ON 170SANDINUIADEDAOrEKREFERENCEPAGEMF703rev. 10/0=015BEMO USE. Design valk for use onywM MTek® onnekors. Tins design is based only upon parameters slmwn, and is Nr an IndlWdual building omponeM, not ��- save; systam.Before use, me loading designermust vin! No appgoblley oldeslgn parametenand pmpeM Incorporate Mls design No Me wwall bdddgdeslgn. BmdngtrdiretedlstopmveMWu golddMdualLusswebe WwMoMmen cny. AddWoneltempora aMpeimeneMbr g WOW balwaysrequiredforatablkyendtopr MradapsewMpo biepersonalirla endpmpnydamage. FargeneralguidanceregardlMilre fabdoaon,stompa, tlaN2ry,eredbn end brednget Wssas and trues systems, see ANSV/Ar DuallyWhorls, USB-e9 and IS= BWIGng Camponem 6904 Parke Ead Bind. Snrory DrlornaUon evadable from Truss Plde In9dde, 210 N. L>b &Met, Suda 312 Alexandda,VAYD11. Tempo FL 38610 Job Tuss Truss Type pry Ply U0251199 2327569-GEM-1807 C1 Hatl Hip Gilder 1 Job Reference o Tonal Building First Source, Plant City, FL - 32566, 8.240 s Mar 9 202D MiTek Industries, Inc. Tue May 19 09:36:15 2020 Page 2 ID:W458D_cAQJSRgzhHYyxgl7zJbQq-TnaYz QETDng4DgD4CGneGtPipEyllfCXVl4rMzEzgU NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 1989 It, dovm and 1084 lb up at 6-0.12, 1186 lb down and 584 Ib up at B-0-12, 1186 lb down and 5841b up at 10-D72, 12291b down and 5991b up at 12-0-12, 12461b down and 6D41b up at 14-0-12, and 1199 Ib down and 604 He up at 16-0-12, and 6626 lb down and 36941b up at 17-5-8 on bottom chord. The designtselection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-70, 4-7-70. 2-8=20 Concentrated Loads (lb) Vert: 12=1989(F) 11=1186(F) 10=6626(F) 17=1186(F) 16=1186(F) 19=1186(F) 20=1186(F) 21=73(F) 22=73(1s) 23=76(F) ®WARNING-Vedlydw1gnPanmaramantl READ NOTES ON Me AND INCLUD£Dh9FEKREFEAENCE PAGE 07}7RZI m. 141%V HSaEFORE USE Design valid Wan onyv Wake cannadma. This design is ideas only upon paremdedshown, and Is Wan Indlviduel building cempbneM,nd ��• a Mass system serve use, lire means designer mualverirytba eppOrabMy or design paramden end Property incei,orea Me design we Me Owed buildingdesign. Bmchgindir� istopmwntWWngdb&MdualMma bmWN MoMmem monry. Mdiiio�femporery and peimanenl bmcN9 � Mllek' Is always required W smarty and to pmwm mHap..M poman. personal Injury and prepady damage. Forgers ml guldexa regaNing Ne 2bdrawn, domga, deiiaery. imdion end bddng of wises antl Was systems,nee ANSVIPl1 Qw* Cdbda, DSBA9 and Bess aulldlng C earmet 6961 Pena Red and. SeretylnlormWon a RablewmTrussp elnatbule,2la N.Lae6ireel,Sule312,Ne dit,VA=14. Tanma,R3sslo Job Truss nss Type Oty Ply T20251200 2327569GEM-1807 C2 Half Hip 1 1 Job Reference (optional) Builders First Source, Plarx City. FL-32555, 4x6 = 2x4 II 4tiS = 8.240 s Mar 92020 MTek Industries, Inc. Tue May 19 09.36:16 2020 U4 = &S = 4m — 3x4 = Side=1:48.7 34 = ST1.&tS STP = zbs II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inrr YES Code FBC2017rFP12014 CSI. TC 0.78 BC OAS WB 0.46 Mabix-SH DEFL. in (loc) Udell Ud Vert(LL) -0.05 10-11 >999 360 Vert(CT) -0.12 10-11 >999 240 Horz(CT) 0.04 7 nits Na W aftLL) 0.08 10-11 >999 240 PLATES GRIP MT20 2441190 Weight: 141 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, BOT CHORD 2x4 SP No.2 except end ver icals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-1 to bracing. OTHERS 2x4 SP No.3 WEBS 1 Raw at midpt 6-8 REACTIONS. (size) 7=0-7-0, 2=0-8-0 Max Ho¢ 2=425(LC 12) Max Uplift 7=523(1.0 12), 2=667(LC 12) Max Grav 7=1 D46(LC 1), 2=1283(LC 17) FORCES. (lb) - Mint. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2.3=1808/1089, 3d=1304/052, 4-5=1123/860, 5-6=915/665, 6�7=989/783 BOT CHORD 2-11=1311/1600, 10-11=1311/1600, 8-10=665/915- WEBS 3-10=547/513, 4.10=17i268, 5-10=262/309, 58�672/661-68=87711207 NOTES 1) W nd: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Fxtenor(2)-2-0-14 to 3-11-2,1Merior(1) 3-11-2 to 11-0-0, Exe rior(2) 11-0-0 to 19-5-13, Intedogl) 19-5]3 to 23-9-4 zone; ran8lever left and right exposed;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate-gnp DOL=1.60 -)-Provide adequate drainagetoprevent water pending. —I)-This buss has been designed fora10.0par bottom chord rwe-loadTronconwment with any otherInc loads. 4) - Thistrusshas been designed fora live load of 20Apsf on the bottom chord in all areas where a rectangle 3-6-0 tab by 2-0.0 wide will fit between tl,nbixtioritchord and any other members. 5) Provide mechanical connection (by others) -of truss to bearing plate capable of withstanding 52316 uplift at joint 7- and 657 lb uplift at joint 2. This item has been electronically signed and - sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered -. signed and sealed and the signature must be verified on any electronic -copies. -waiter P' Finn PE 40=29- MTex1/SA,tne FL Cwrt6aU 69"Park4East BlvdQ Tampa FL 3MO Oates{ May 19,2020 ®WARNING-VBd/y Ceslgnparemettra JRf DNOTE5 OMMSANDINCLUDEDMITEKREFERENCEPAGEMP7T 3 v.1N0.Ut015BEFOREUSE Dori, valid fort.. tint,.itin MRek®conennrs. This desgn is brie¢ only upon parameters shown. and is reran ir4rvidual buldngcamponerdiNd a Vusssystere. Before ten, Me bulldingdesigner must venytM1e appdrabirty 000e gnparmeers and prepely incowns. Pis design iMo0reivorne bwliingdesgn. Binning PEiened is to prawns burxdng M indMdual Wss web and/or chord members only. AtltlWanal tempararyand permanent bracing M7eW w always required for stability and to prewd collapse web possible persorul InM, and pmp rty damage. For general gulderoe regarding Pe fabriragon,store,e, depwry, eredfon and bracing M busses and truss syMo.. see ANSI/rF11 Owniy CMerfa,DSB-89 end BCS1 Building Componem 6904 Parka Fsst SM. Selelylnrormall0n awilabkbom Tmss Plate Instawe,21a N.Lee Sheet,Suae312Ale> dM,VA=14. Tampa, FL 36610 Job Truss Truss Type Qty Ply T2025120I 2327569-GEM-1807 C3 Hall Hip 1 1 Job Reference o lional guilders First Source, Plant City, FL - 32566, 8.240 a Mar 9 2020 MTek Industries, Inc. Tue May 19 09:36:17 2020 Page 1 ID: W458D_oAQJSRgzhHYyxgl7zJbQq-0911O RV7gl N10 _PCclFkhynedsKmlOV_WBwEzEzgS -2-0.0 i 47-15 9-D-0 16-5.8 2311-0 2-0-0 47-15 M 7-5�8 7-541 2[E Scale =1:45.7 4x6 3x4 = 3xB = 4x6 = ax8 '"'"" 3x8 5r1.505TP = M 7-SA 7S8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.14 2-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.30 2-10 >952 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.54 Hoa(CT) 0.04 7 rda Bra BCDL 10.0 Code- FBC20171TP12014 Matra-SH Wnd(LL) 0.10 8-10 >999 240 Weight: 1321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP-No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (slze) 7=0-7-0, 2=0-8-0 Max Horz 2=365(LC 12) Max Uplift 7=510(LC 12), 2=680(LC 12) Max Gray 7=1046(LC 1). 2=12WLC 17) FORCES. jib) - Max. Comp- BAax. Ten: -Airforces 250 (111 lessexceptwhen shown. TOP CHORD 2-3=1742/1160, 3-0=1469/943, 45=1267/935, 5-6=1230/853, 6-7=97&759 -BOT CHORD 2-10=1299/1531, 8-10=853M230 WEBS 3-10=-306/41Zfi-10=54/343, 5-8=616/614, 6.8=986/1422 Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-9 oc bracing. 1 Row at midpt 6-8 NOTES- 1) Wind: ASCE 7-10: Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf h=1511; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional) and C-C Exterio42)-2-0-14 to 3.11-Z-Intedor(1) 3.11-2 to 9-0.0, Exterior(2) 9-0-0 to 175-13. Interior(l) 17513 to 23-9.4 zone; cantilever left and right exposed ;C-C tormembers and forces S-MWFRS for reactions shown; Lumber-0OL=1.60 plate gdpVOL=1.60 2) Provide adequate drainage inyrevent water pending. 3) This truss has been designed for a 10.0 Pat bottom chord live load noncencument with any other live loads. 4)' This truss has been designed for alive load of 20.0psf on the -bottom chord In all areas where a rectangle 3-6-0 tall by2=0-0wide will fit between the bottom chord and any other members. 5) Provide mechanical cennection ftothers) of truss to bearing plate capablenf withstanding 51016..upifi atjoint-7 and 680Its uplift at Joint 2. This item has-been electronically -signed and sealed by Finn, Walter, PE usinga Digital Signature. Punted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WahvrP: Fmn PE 9022839 Mrrek .rSA,M.FLCer16634 880gpzikaEast Blvd. Tampa R.38810- ➢ari May 19,2020 ®WARNING-Verfydex1ri PaameterswtlREADNOTESON7NISANDINCLUDEDAVTEKREPEIesWEPAGEMIF1C3m.1003/1015BEFOREUSE design is hazed Dory upon pardmeers Wawn, and Is Man b,diNdual Wgding oanro Mnot IMFDesignvalidoruamlywil,MTek®connectam.Thls a buss system Before use, me building designer must wraythe applicability ordesign parameters and propertyNsomome Iha design Moe oveag bulWingdesign. BacmgiMi ed BtopreanINWing NNdMdualWuweba &wl oNmemberswy. AddMlo altempmayandpmmaneNbrming MiTek- Is always required for imbilay and Is prewN smapa with possible personal Iriuy and property damage. For geneal guidance regarding Me remission, address. degvem, median and bmdtg artesues am trues system, see Maims ewley among, DSB419 andB= Building Componerd 6905 Peke Bed BNd. SOIstylnfonnaUon avallabk film Truss Piste lnsNNa, 219 N. Lee SaeM Suite 312, AIexandM, VA 72a14. Tamps, Fl. send Job Truss Truss Type pry ply T202512 02 2327569-GEM-1807 C4 Hag Hip Girder 1 1 Job Reference o 'Dona a.ZVU s mar V LVGu ml I eft Inousmes, NC. I ue May iv Qa:: :20 zWQ Seale=1:46.1 Special NAILED NAILED NAILED 4s9 = _ _ NAILED NAILED 3x4 NAILED NAILED 54 NAILED 5xe — SW = U4 3x4 = .nv — 5x9 = ./ u ST1.SA SrP = Special NAILED NAILED NAILED NAILED NAILED 44 II 1za-g I 1e-1a za-11u Plate Offsets (X,V)— 13.038,0.2d1 15:0-0-0 0301 18:0.3-8 0-2-BI LOADING (psf) SPACING. 2-QU Cat. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.21 10 s999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.30 IG-11 1948 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.71 Horz(CT) 0.08 7 Na Na BCDL 10.0 Code FBC2017rFP12014 Malrii Weight: 130 lb FT=20% LUMBER- BRACING - TOP CHORD 2c4 SP N0.1 *Except' TOP CHORD 1-3: 20 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3'Except' 6-7: 2x6 SP No.2, 6-8,4.11,5-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-7-0, 2=0-8-0 -Max Hord 2=304(LC 8) Max Uplift -r 1246(LC 8), 2=1290(LC B) Max.Grav 7=2458(LC25), 2=2370(LC 25) FORCES. (lb) --Max. ComplMax. Ten. -All forces 250 (lb) orless except when shown. TOP CHORD 2-3=3992/1934,.3-0=3492/1796=4-5=-4054/2078, 5-6=293711482; 6-7=2302/1295 BOT CHORD 2-11=1785/345D, 10-11=2078/4054, 8-10=152512999 WEBS 3-11=.295/1073, 6-8=171213397, 4.11=756/368, 5-8=1577/1074, 4-10=-049/490, 5-10=-672/1279 Structural mod sheathing directly applied, except end verticals. Rigid ceiling directly applied or 4-4-7 oc bracing. 1 Row at midpt 6-8 NOTES" 1)Ydmd:ASCE 7-10; Vuh=170mph (3-second gust)'Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60R; eave--711; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever IeH and right exposed ; Lumber DOL=1.60 plate grip DOI-1.60 2) Provide adequate brain2ge to prevemwater ponding. 3) This truss has been designed -for a 10.0 psf bottom chord liveload noncom===t-with any other live loads. 4) -This tnlsshas.been designed -fora live load of 20.0psf on -the bottom chord in all areas where axectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. This Item has been 5) Provide mechanical connection (by -others) of truss to bearing plate capableaf wAhstanding12461b uplift at joint 7 and 1290lb-uplift electronically signed and -sit-joint 2. 6) "NAILED" indicates 3.10d (0.148"x3") ar3-12d (0.148"x3.25") toenails par NOS guidlines. sealed by Finn, Walter, PE 7) Hanger(s) or other connection device(s) shall be provided sufficient tasupportconcentrated load(s) 476lb down and 444Ib up at using a Digital Signature. 743-0 on top chord, and 4531b down and 201 lb up at 7-0-0 on bottom chord. The designiselection of such connection device(s) is Printed copies of this the responsibility of others. document are not considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted -as front IF) or back (B). Signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead +Roof Live (balanced): Lumber Increasecl.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (pal) Wager P; Finn PE fiu.2sa39 Vert: 1-3=70, 3-6=70, 2-7=20 fhTek UsXlnc FLCer16894- , Sidi Perks East tw(L TamipaFL 3364 Date, Mav 19.2020 onn ®WAMING - Varrydeargpearannower.ruIRIZAD NOTES ON TOSANDINCLUDED MBEKREFERENCEPAGE MD-7473 MY. 10/0320f9BEFORE USE. Design valid for use ony with MialvZoanneebers. This design is based ony upon parameters shown, and is for an heen ad bulling eamponeKres �• a tmsssystem.serore use thebilding designer muslveMy Me applirabllSy of destgo parameters and pmpeMinmrparbMadesignimo me ownel xildingdesign. Sarong Idicated is to prewd buWing dindaidual truss web wooer chord members any. Adddionaltempomryandpamenerdbmung MiTek' is always required for seamy and to prevent mtlapse with Possible personal injury and property damage. For general guidance regarding the toreador, storage, detmay, erection and bmdng ofbusses and truss systems, see AAdgVrPlf Qualay Canada, DSB89 entlBCSI Boldfng Componeaf Seldylnrormafbn my bleboth Tmss Plate Instaute,21a N.Leaaired,Sude312Alexandre,VA22314. Sane 6W4 Pena Eazt BNd. Tampa. FL 36610 Job Truss Toss Type Qty Pry T202512oz 2327569-GEM-1807 C4 Hae Hip Girder i 1 JOC Reference (optional) Builders First Soured, Plant City, FL-32566, 8.240 s Mar 92020 Wale Industries, Inc. Tue May 19 09:W:21 2020 Page ID:W468D_oAQJSRgzhHyyxgl?zJbQq-KwpO1 U723XpoBIARSNCuX7QcEE1 inn4vRKP3TzEzgO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=220(B) 11=381(B) 16=153(B) 17=153(9) 18=125(B) 19=125(13) 20=125(13) 21=125(13) 22=153(13) 23=153(13) 24=87(B) 25=-67(B) 26=51(B) 27=-51(B) 28=51(B) 29-51(B) 30-67(B) 31=67(B) WARNING- lowffydaslgnparsoni and READ NOTES ON THISANDINCLUOEDe11TENREFERENCE PAGENA74r3me. 1eWRftg BEFOREUSE Design valid be use onywdb MTeldeconnmma. Thia desga is based ony upon parameters shown, and is for an Indridual boeditN compromised, not a Voss system. Before use, be bWlding designer mustvMyRre eppedablBy of Oe9gn pammekrs and pmpery ineoryorete Mis design braced owrell building design. among bdicffied Is to prererrt burkeng of hdMduai Was web sealer Moral members my. Addebnd temporary and pemlmrerd brwrig MiTek" Is always required lcrstablGty and to prewk meap. web possible permrml Injury and property damage. Forgenerslguldalrceregardingtbe febrlratlon,storage, debrery, erection and leading oltrusms and truss systems,xe AMSp7Plf Ousldy Ctlfer/e, Ds"9 and BCSI Boasters Component Bill Pereira East BIM. Seferylebrmeflon available tram Tmas Fee Indke e, 218 N. Lee 9 e1, Suite 31; AbxandM, VAM14. Tamps, FL =18 Job cuss Truss Type oty Ply T20251203 2327569-GEM-1807 CJ1 Comer Jade 13 1 Job Referenda (optional) Bulloem rim source, rum airy,..-azxs, o.z9V s mar a LULU col I e6 lnousmes, Inc. I us may m udrJti j Lulu rage 1 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Weft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ved(LL) -0.00 2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Ven(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Ina YES I WB 0.00 Horz(CT) 0.00 3 Na nta BCDL 10.0 Code FBC2017FTPI2014 Matrix-P Wind(LL) 0.00 2 — 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanicol, 2=0-8-0, 4=Mechanical Max Ho¢ 2=121(LC 12) Max Uplift 3=143(LC 17), 2=-435(LC 12) Max Grev, 3=212(LC 12), 2=382(LC 17), 4=18(LC 3) FORCES. (th) - Max. CompJV ax. Ten. -An forces 250 (Ib) or lessrexceptwhenshown. Scale =1:9.7 PLATES GRIP MT20 244f190 Weight: 111b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purling. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gum)Vasd=132mph; TCDL=4.2psf,, BCDL-5.Cpsf; h=15ft; B=45ft; L-60h; eave=71t; Cat. 'It;Fxp C; Encl., GCpl=O.TIB; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces-&-MWFRS for reactions shovm; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designedly a 10.0 psf bottom chord live load nonconwnent with any other live leads.- 3) - 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-U0 wide will fit between the bottom Blom and any other members. 4) Refer to girder(s) for truss -to truss connections. 5)Pmvide-medlanical connection (by others) of truss to bearing plate capable of withstanding 143 Ib uplift at joint 3 and 4351b uplift at -joint 2. This item has-been electronicalfysigned and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. W altar R Finn PE'tlb225g9 NTekUSA, Ina FLCeA U34 . 60114 Parke East BNd Tamps FL 33610 oNc; May 19,2020 ® WARNING- Vedryieslgnperamelers endREADNOTESONTMSAND INCLUDEDNITEKREFERENCEPAGE MIF74Tdrev.10/ 015BEFOREUSE Design valid for use onlywtlb MneWconneotom. Tbts design Is based only upon peremmers shown, and Is for en InalMduel building componem not e buss system. Ems. use, Me building designer must vmly Ne eppikabltiry moss, parameters and p.pedy Incorporate Nls design Into the omraf bulldingdealgn. BmeinglMi edistopmvembutl inpNkdMduMtmsswebwwadraNmembmaonly. AddlidnNtempOraryendpe,menedbracing MiTek- Ia Gladys mooned for stablay and to prevent collapse wan possible personal Inry,yand pmpemy damage. For general guidadw regartling Ae labdrallen, porege, tlegvery,aretlion mtlbredng of WswseM Huse ayatema,cro ANSUIPIf Duddy CMode, D56a9 end BC5l Bullmng Componard SNeylnfamafmn evelkbk M1om Tnas Peie Inattlute, 218 N. Lee 9rtN, Sutla a17. AlexmitlM, VA22f14. FL L WIBM. Temp; F3t£10 Town, Job Truss Type Oy Ply T20251204 2327569-GEM-1807 Pass CJ3 Comer Jack 13 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 0.240 a Mar 92020 MITek Industries, Inc. Tue May 19 09:3524 202U Scale a 1:14.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ved(LL) -0.D0 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vat(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.D0 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Wind(L-) 0.00 2 240 Weight: 17 lb F7=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3-Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=t80(LC 12) Max Uplift 3=37(LC 9). 2=335(LC 12) Max Grev 3=35(LC 10). 2377(LC 17), 4=52(LC 3) FORCES. (Ib) - Max. Comp-IMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3A3-0oc puffins. BOT CHORD Rigid willing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-40; Vutt=17Omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf* h=15ft; B=45ft; L=6Dft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces Is MWFRS for reactions shown; Lumber DOL=1.60 plat"Hic DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will rn between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 3 and 335 lb uplift at -jolnt2. This item has been electronically -signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wetter P. Finn PENd22839 .WTet136A; fie. FL can 6634 8804 Pedta Eaet Bind. Tampa FL 33610 Dete'. May 19,2020 ®WARNING - Verify datl9n paramemrs and READ NOTES ON TIPS AND INCLUDED MMK REFERENCE PAGE MF74)]rev. 1014,2015 BEFORE USE aaaaa Dasge vats for use ony with MTa® connepgra. This design Is bused! ony upon parameters shown, and is lot en IedNidual bunSig connormM, not �� a manayatom. Word... vie bulging designer must vedy the appllmbirsy of design parameters and pmpedy gmrp eete Nis design iMethe werall bulgingdesgn. BmcingindicafedletopreveMburktingafg4MduelWsswebandlwchaMmembmaony. MilroneltemporeryandpemwaMtimad, WeV Is ehxaye re9ulmd for Wblkty and to p emint maapse wim postlble personal Injury and property damage. For general guidance reganding me falookicm,storage, de4very.eredion and bnar, ofWsuM Lunsyst s aa em. see ANSUIett cadet, Console, DS"9 and BLS1 BUP2ng Commodore!6904 Parka East BW. SelaylnlormeUon ava9able hom Truss Plate InMeuta, 218 N. Lea Streel, SULe 31Z Me andda, VA=14. Tamps, FL 35610 Job Truss Truss Type Oty Ply T20251205 2327569GEM-1807 CJ5 Comer Jack 5 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MRek Industries, Inc. Tue May 19 09.36:27 2020 Pagel ID:W458D oADJSRgz HYyxgV?zJbQc-7414U42mevLmlKnjUc8oMW/fOA6gJZHMnjGfzEzgl -2-0Q 5-0Q F 2-0O Scale=120.0 Plate Offsets (X,_Y)— [2:0-0-0,0-0-131 LOADING (psf) SPACING- 2-0-0 CSL. DEFL in (loc) Idol Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.03 2-4 >9g9 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26_ Ven(CT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 nra me BCDL 10.0 Code FBC2017rrP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 23 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SO No.3 REACTIONS. (sae) 3=Mechanical, 2=13-e-0, 4--Mechanical Max Harz 2=241(LC 12) Max Uplift 3=104(LC 12), 2=316(LC 12) Max Grav 3=155(L r-17), 2=437(LC 17), 4=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or lessexcept when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-IYO oc purlins. BOT CHORD Rigid ceiling directly applied or 10-041 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf> BCDL=5.0psf; h=1511; B=45ft; L=601t eave=7ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Eidedor(2)-2-0-14 to 3.11-2, Interior(1) 3-11-2-to 4-11-4 zone; cantilever left and night exposed ;C-C for members and farces & MWFRS fw-reac[ionsshawn; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcorrent with any other live loads. 3) ° This truss has been designed for a live load of-20.0psf on the bottom chord In all areas where. vectangle 3-6-0 taIlby 2-1L0 wide will ran between the bottom chord and any other members. 4) Refertogirrder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to -beading plate capable of withstanding 104 lb uplift at joWZ and 3115 lb uplift -at joint 2. This item has been electronically signed and sealed by Film, Walter, PE using a -Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Walter P.Fbn PE-doM 39 EHtek pSA; lne FL OerFfi636- , 6%dFePoa East BNdTampa FL �3610 oeidi May 19,2020 ,&WARNING-Vmgy d,ag p ramafers w.dREAD NOTES ON MS AND INCLUDED MIrEK REFERENCE PAGE WW3 rev. 10TWO15 BEFORE USE. Design valid iur use Onlyah MTeW connectors. Ills design is based only upon parameters shown and is for anindnAdual building mmpomrq not �� a truss system. Bafore U building designer must veity One sppliasurr of design parameters and proper lnwrpo2te Nu design bdo Me awrdll buildingdesign.B=hg lMicited isto present bucklmg dindMdualWss web anNwC,oN member only. Adddionaltempmarandpermanembaung MiTek' is always required for stability and to present collapse wkh possible personal injury and proper damage. Forgenerlguidarxergerdingtba fdricagan,starage,del. ,ere tlionandb2d W tlngdbusseaansssystem;see ANSBIPH Queby,crania, DSB49 end BCV Bending Componerd stout Park, East BM.Safely lnlarmetlon available: hom Truss Plat, Insblula, 219 N. Lee street, 6u3e 312 Nexendrla. VA22314. Tampa. FL 36610 Job Truss Truss Type Ply PlyT202512W 2327669GEM-1607 CJ12 Comer Jack IQ 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, KM all 1-0-0 g 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:36:24 2020 Page 1 ID:W458D_oAOJSRgrhHYyxgl?zlb0q-IVdysaXuL vOrcOl6bwvMLAuRQOvJaXbPZ7fKzEzgL LOADING (fist) SPACING- 2-0-0 CSI. DEFL in (lost) UdeO Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ven(LL) -0.00 1 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 240 BCLL 0.0 Rep Stress Inc YES WB 0.00 Horz(CT) -0.00 2 n/a nla BCDL 10.0 Code FBC20171TPI2014 Matrbi-P Wind(LL) 0.00 1 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (sae) 1=Mechanical, 2=Mechanical, 3=Mechaniml Max Horz 1=39(LC 12) Max Uplift 1=-8(LC 12), 2=-38(LC 12) Max Gnav 1=45(LC M. 2=44(LC 17), 3=20(LC 3) FORCES. Qb) - Max. CompJMax. Ten, -All forces 250 (lb) or less except when shown. Scale -1:7.6 PLATES GRIP MT20 2441190 Weight 3lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOTCHORD Rigid ceiling directly appliedor 10-0-0 o0 bracing, NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL-0.2pst; BCDL=5.0psf, h=15ft; B=45ft; L=6011; eave=7ft; Cal. Il�Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C-Extedor(2) zone; canglever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip-DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcuneM with any other live loads. 3) • This truss hasbeen designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mecbaolcel mmrection (by others) of truss to bearing plate capable of withstanding 81la uplift at joint 1 and 38Its uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this -document are not considered signed and sealed and the signature must be verified on any electronic copies. WaReiP_ HinO PE 90 RM kLTeCUSA;Irie:FLCut6833 - EM Parka East Blvd. Tampa FL 33110 Date' May 19,2020 AWARHMN Moray deg, parsmsters and READ NOTES ON Me AND INCLUDEDa KREFERENCE PAGE W7473ns& IWW015 BEFORE USE valid for use any waft Mireh®mnneckm. Tins design Is based only upon parameters shown, anal is for an individual bugdmg mmporent, nod IMFDesign a Wes "an Before the re building designer must verb" apptirabilrtmm y of design Parameters and Prop" ingande ads design into he overall bulMingdeagn. BmciglMi Mistopre MWGangothdMWalbueswebm&w Oordmembemmy. AddMianalkmporary eM peimeneN blaring WGIC Is always required for sa itily and to prevent maapse with possible personal Injury and prepeMtlamage, For general gukence regarding the fabroarion, storage, delivery, emotion and bracing ofbuws and truss systems, see AN RfOup/Nyerlrede DS"9endBCSl Bullmng Component 69o4 Parts, East BNd. WetylnlormeUon available fmm Truss Plate IneMule, 21a N. tee BIree1, Babe 312, Nmndre, VA2=14. Tampa, FL 36610 Job Truss Truss Type Dry Ply T20251207 2327569-GEM-1807 CJ32 Comer Jack 1 7 Job Reference o Lionel Builders First Source, Plant City, FL - 32566, 2x4 = 8,240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:36:25 2020 Page 1 ID: W458D_aAQJSRgrhHYyxgl?zlbOq-BiBK30Y1h6H1 FHmbxg1582NHHsrtJemggg3lcCnzEzgK �' scale =1:12.7 LOADING (pal) SPACING- 2-0-0 CSL DEFL. in (hoc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(L-) -0.00 1.3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(ACT) -0.01 13 >999 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 2 Na nPa BCDL 10.0 Code FBC2017/rP12014 Matri Wnd(LL) 0.00 1 — 240 Weight: 101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mealanicel Max Horz 1=98(LC 12) Max Uplift 1=33(LC 12), 2=103(LC 12) Max Grad 1=136(LC 17), 2=126(LC 17), 3=58(LC 3) FORCES. Ile) - Max. Comp./Mm. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES. 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=1Sit Bc45ft; L=6011; eave=7ft; Cat. II; Exp-C; Encl., GCpi=0.18; MWFRS (direetlonap and C-C Extedor(2) zone; cantilever left and iright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a T" par bottomihord live load nonconcument with any other liveaoads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. -4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 103 lb uplift at Joint-2. This item has been etectronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalleiP Finn PE No.22819 WTek1/3A; tde FL CsdE696 M Peke East BNB Tampa FL lists - Oate May 19,2020 WARNING. Veif deeignya.tiesend READ NOTES ON MS ANDINCCNDFDMITEKREFERENCEPAGEMI&IM.. fN03110156EFOREOSE Design valid foruse, onlyw8h Mope connectors. lInts design Is based only upon parameters sheer, and Is for an indivmual wilding component, not IMF abss s uysm. leBefore use the building designer mustwIly use appfrability of design parameters and property ow Incorporate this design intothe mll buildhgdesign. Braoinglndi=edistoprev WWingofindMWal WsswebanNorrtioNmembersmly. AcidtlionaltemporsryandpennaneNteacm, MiTele Is lulu y required fide Mussily and to proven mHas.wilt) possible personal lnjuryand property damage. Forgenendguidanceregardimgthe fabrication, storage, delivery, erection and Orating oftnsses and truss systems,see ANSNrPN county consuls, Mlaa9 add 6= aullmng component 6904 Parke Fast BIM. Weryieformallon av Mbie from Truss Plate Ins Me.218 N. Lea afree4 Sube 31Z Nexand�. VA22314. Tampa, FL 36610 Jab Truss Truss Type City Ply 2327569-GEM-1807 CJ52 Comer Jack 1 1 Job Reference (optional)T20251208 Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 M7ek Industnes, Inc. Tue May 19 09:35:28 2020 Page l ID:W458D_oAOJSRgzhHVyxgRzlbQc-bHsSiQaOPCQgBDKWLQ?rg?ve83W7Z64WXGp5zEzgH Scale = 1:18.7 5-0-0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) -0.03 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.29 Vert(CT) -0.07 1-3 >863 240 BCLL 0.0 ' Rep Strew Ina YES WS 0.00 Hom(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC201Tr-PI2014 Matrix-P Wmd(LL) 0.00 1 — 24D Weight: 161b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechaninl, 3=Mechanical Max Horz 1=159(LC 12) Max Uplift 1=60(LC 12), 2=170(LC 12) Mu Grant 1=231(LC 17), 2=212(LC 17). 3=98(LC 3) FORCES. (I s) - Max. Comp./Max. Ten. -All forces 250 (Ib) or law except when shown. BRACING - TOP CHORD Structural mod sheathing directly applied or 3.2-14 on purlins. BOT CHORD Rigid ceiling directly applied or 1aQ0 oc bracing. NOTES. 1) Wlnd:.ASCE 7-10; VuK=170mph (3-semnd gust) Vasd=132mph; TCDL=12psp BCDL=S.Opsf; h=15ft; B=451t; L=60ft; eave=7ft; CaL II; Exp C; Encl., GCpi=D.18: MWFRS (directional) and C_C-Exterior(2)zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss had. been designed for a IO.OW bottom chord live Ieadnonconcument with any other I'Iveloads. 3) - This truss has been designed for a7we-load of2U.0psf on the boffoeshord hrall areas where arectangle—,-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -4) Refer to girders) for trussto trues connections. 5) Provide mechamcalmnnection (by others} truss to bearing plate -capable ofvathstanding 60_I1, uplift a4Joint 1 and 170 to uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. WaRar P. Finn PEN022939 'NETek I)SjQlm9In. Can 6934 , 89 W parts, East Blvd. Tampa FL 3381D Oat¢' May 19,2020 ® WARNING. Vogydeslgn"Mmi es and READ NOTES ON THIS ANDINUUDEDA4rEKREFERENCE PAGE MIF703 rev. 1"342015 BEFORE USE. Design valid feruse adywdh MTeM connectors. This design Is based Only upon parameters shmvn, and Is Wan MdMdual Wking compon urt, not a truss system Before use, the bmMNg designer mud way Me appDcabtily ofdesign pmamelers and property irwgx ate this design Into Me averell building desin.B,aungindicatted is to of mdMdual Wss web andWMOrdmembers omy. Aaddionaltempomry and psmrenent Nadng MiTek' plevenlburkfg is ahvays required for stability and to prevent collapse with possible personal Injury and pmpedy damage. For general guidance regarding the famiution, storege,delivery,..cmn and bredng oftrusses and truss systems. see AN91?PN Quest, Cdtedo, DBBF9 add BW1 BuiWg CcursumK 6904 Parke East 8W. Safeyleformsrlon avagable fmm Truss Plate Insl9 .21e N. Lee atme4 aufte 3f2 Alexendda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty ply T20257209 2327569raEM-1807 D1 Common Girder 7 Job Reference D Wonal I^-""', ^.. 11_". ri -aa 1 o.9 smar ezummue6 mousmes, Inc. luemay le u9:: :312u2u 7x10 = Scale-1:54.5 6.00 12 7 4X12 = U12 Q 6 a 4X101 1 OHS i4M Sara 11 5 9 14 i 4 3X8 3 10 II WI \VV/ II// II II 2n4 II 2 b 106 1 5-gp = 18 17 M 16 23 15 24 14 a 13 25 12 27 O12 M20H5i2X4 II 7X10 = U14MUGHS = 1N12 = fia710 = 3II Sr1.54STP Special gag Spector Special Spedal Specal Spector Special Spector Spector Bx10 = 34L11 i 7-1A 49d i 12-5-0 1 15-012 i 17-58 21-1-5 24-10-0 Plate Offsets (X,Y)- 12:0-2-3,0-3-21. I4:0.5-0,Edge], [6:069,Edge), [11:0-0-0,0.15), (11:0-8-0,0-0-9], [12:0-",0-1-e1, [13:03-8,0-0-81, [14:0-3-8,0-3.121. [16:0-7-0,0-0-81, [17:0.3-8.04-121 LOADING (psl) SPACING- 2-0-0 CS]. DEFL, in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.33 14 >876 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.48 14 >609 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.93 Horz(CT) 0.14 11 me ma BCDL 10.0 Code FBC2017rFP12014 MatrbcSH Weight: 402 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-7: 2x4 SP No.1, 7-8,6-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-15: 2x4 SP No.1, B-15,6-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x6 SP No.2 REACTIONS. (size) 11=D-8-0, 2=D-8-0 Max Hom 2=3311LC 7) Max Uplift 11=-5809(LC-8)32=-4720(LC 8) Max-Gmv 11=11966(LC 1), 2=9224(LC 1) BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-0-10 0o bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All faces 250 (Ib) or less except when shown. TOP CHORD 23=17421/8561, 35=18199/9091, 5-6=16039/8014, 6-7=13752/69D7, 75=13745/6898, 8-9=-16177/8015, 9.10=18752/9196, 10-11=21440h0416 BOT CHORD 2-18=7363/15070, 17-18=7363/15070, 18-17=7967/16258, 1&16=-6876/14259, 14-15=6872/14357, 1314=-8062/16758, 12-13=-8993/18600, 11-12=8993/18600 WEBS 7-15=5669111332, 8-15=-4578/2271, 8-14=2330/4869, 9-14=3508/1739, 9-13=2022/4274, 10-13=2168/1070, 10-12=1412/3084, 6-15=-4280/2248, 6.16=2321/4570, 5-16=2935/1573;5.17=1852/3588, 3-17=893/1421, 3-18=.371/306 NOTES- 1)'2-plytruss to be wnneclecitogetherwith 10d (0.131"x3' nails as follows: Top chords connected as follows: 20 - 1 row at 0-4-0 DO. Bottom chords connected as follows: 2X6 - 2 rows staggered at 03-0 Do. Webs connected as follows: 2x4-1 row at D-9-0 Do, 2x6 - 2 rows staggered at 0.9-0 DO. 2) All loads are considered equally applied to all plies, except If noted as from (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loatls noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60R; eave=7ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) AU plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem 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-M 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 5809 lb uplift atjoint 11 and 47201b uplift atJoint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital -Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. FUm PE R'e2283B Mrrek USA;'mo FL Cm(fis54 ., 6904 Poke East Blvd: TkiMpa FL 3361E May 19.2020 ®WARNING-Vedlydaggr p meters and READNOMS ON rMSANO INCLUDED NMKREFERENCEPAGEMIAAl,; a, 10W4015 BEFORE USE Design valid fcruse onlywah MTeaD mannerless This design Is based only upon grangers shown, and is feran indiddual Wrong mmponed, net a Vuss system. Before we, the bolero designer mug wrify Me WpHorbify of design parameters and pmperiy Inmmmge tw design No me cwsmil bulltlNgdesign. among Indicated is to presort buWing of indMdwl Was web snorer MON members only. AddWonal temporary arM permaner6 Wrung M7ek- isalwa,a required torstabllay and to prevent colapse with possible personal inlury end property damage. Forgeneralguidarcdi aregaegtha feWrinauon.abrage, delivary,eredion end bratingNWsus ard Mass rystems,see ANSV77RU DualNy organs, DS&V9 and BCSI Bdefung Lamponent SefeWieftmnaffen avabbi. M1om T..RMa lnMKWd,218N.LeeS 6904 Parke East Blvd. ,sle3lZAl.dUVA=14. Temps FL 35610 Job Truss Truss Type Oty Ply T20251209 2327569-GEM-1807 D1 Common Girder 1 q L Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 92020 MTek Industries, Inc. Tue May 19 09:36:31 2020 Page 2 ID:W4580_oAOJSRgzhHYyxgl7rJbOq-7sYbKSeH7oO7h350ZYYleX7xGdU2GgZC NPOzEzgE NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3738 to dawn and 1999 It, up at 7-1-8. 1898 Ib dam and 934 lb up at 9-0.12, 1898 Ib down and 941 Ito up at 11-0-12, 1898 to dam and 9271b up at 13-0-12, 1911 to down and 9271b up at 15-0-12, 1898 to doom and 927 to up at 1740-12, 1B85 Ib dawn and 915 Is up at 194)-12, and 1885 lb doom and 915 to up at 21�0-12, and 1885 Ito down and 915 to up at 23-0-12 on bottom chord. The desigNselection 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 (plf) Vert: 1-7-70, 7-11=70, 2-11=20 Concentrated Loads (III) Vert: 14=1898(13) 12=1881(13) 17=3713(B) 22=1898(B) 23=1898(13) 24=1898(B) 25=1898(B) 26=1881(B) 27=1881(B) ®WARNING. VolyydiW mpanmafenandREADNOTES ON TMSANDINCLUDEDMmEKREFERENCE PAGE WPW3 ex. 1CD=0159EFORE USE Design valid foruse onywXh WsMsonnedprs. This design Is base only upon pmamalelsshown, and is far an mallAdual WHOM component, not a suss sycem. Before use, ere building designer mustwil Ne appoabilay or design pamuMm and Properly, lnmrcmate Nu design into the overall �-�•Y�� bulldingdesign.BmGgindiaffied' Wpre MbuGfingoflndMWalMnweb nWrMoMmembeno*.Adtltlional@mporsryeMpemuneidbraunp WOW Is always required for Nedbildy and to prevent euapse wits Posuble personal injury and property damage. For generei guidance regarding the fabdravon, etorega. 01h ery, erection and bred, d Wses and truss systems, see ANSg 1Ouamy Creeds, DS 9 antl 9=1 Budding Compononl P Srdary4dormallon avaW0le Wm Trees Plnte Inag4de, 216 N Lee SIreaL SuXe 312 Nexandda. VA 22314. Tam FL 36a1e1� Pa. Job Truss Truss Type Cry Ply T20251210 2327569-GEM-1B07 02 COMMON 4 1 Job Reference (optional) Builders First Source, Plard City, FL- 32566, 8.24D s Mar 92020 MTek Industries, Inc Tue May 19 09:36:33 2020 Page 1 ID:W458D oAQJSRgzhHYyxgl7zbQq-yEgLReXD126F CU8 bON3cXo4L6WL6rglEI UJzEzgC 16.0-12 F 66B I &10.11d1 1I 1a2.11-0f5 -MI 1 xi}1 I zato0 1-9-11 0-1 1-24 a2-11 4J49 I TASrP = 41di = 3 2D - W i 6.00 12 &A = U4 = 44 = U4 = a 14 13 3x8 MT20HS = 3x4 22 3afi � 10 12 ST1 549 = 44 = Ia LOADING (psf) TCLL 20.0 TOOL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 240.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inm YES Code FBC2017/rP12014 C51. TC 0.73 BC 0.67 WB 0.24 Math DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(L-) in (loc) Well Ud -0.3B 13-15 >769 360 -0.5713-15 >511 240 D.05 12 Na n/a 0.29 12-13 >999 240 PLATES MT20 MT20HS Weight: 120 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING. TOPCHORD 2x4 SP M 31'Excepr TOPCHORD Structural wood sheathing directly applied or 3-7-0oc purlins. 14,10-12:2x45P No.2 BOTCHORD Rigid ceiling directly applied or 8-0-6 oc bracing. BOTCHORD 2X4 SP M 31 JOINTS 1 Brew at Jt(s): 16 WEBS 2x4 SP No.2'Exci 11-13,3-15,7-16:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=D-M.12=0-8-0 Max Horz 2=170(LC 12) Max Uplift 2=420(LC 14 12=-326(1_C 13) Max Grav 2=141 O(LC 2l 12=1251(LC 2) FORCES. (lb).-- Max. Comp./Mm. Ten. -All tones 250 (lb) or less except when shown - TOP CHORD 2-3=2242/1054, 3-5=1976/876, 5-6=161CM71, 6-7=129/392, 7-8=-114/398, 8-9=1604/899. 9-11=1985/949, 11-12=2269/1195 e BOTCHORD 2-15=513/1959,1345=51NJ671,-t2-13=933/1943 WEBS 6.16=211811127, 8-16=2118/112T, 9.13=138/601, 11-13=-040/469, 5-15=36/585, 3-15=3801345 NOTES- 1) Unbalanced roefAve loads have been considered for this design. 2) Wind:ASCE 7-10; VuK=170mph (3-second gum) Vasd=132mph; TCDL=4.2psf;-BCDr5.Opsf;i1--15ft; Cat. 11; Exp-C; Encl., GCpi=0.18; MWFRs{envelope) and C-C Extertor(4-2-0-f4 to 3114, Intedor(1) 311-2 to 12-5-0, Extenor(2) 12-5-0 to 18-5-0, Intedor(1) 18-5-0 to 24i6=02one,ra Ierleft and right exposed ;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategripDOL=1_60 3) All plates are MT20 platesunle==cLnerwiseindicated. This Item has been 4) All plates are 2x4 MT20 unless other wise indicated: electronically signed and 5) This truss has been designed fora 1D.O pm bottom chord live load nonconcurrem with any other live loads. sealed by Finn, Walter, PE 6) ' This truss has been designed for a lave load of 20.Opm on the bottom chord in all areas where a rectangle 3B-0 tall by 2-0-0 wide Digital Signature. using a g g na ture. will fit between the bottom chord ant -any other members. Printed copies of this 7) Ceiling dead load.(5-0 psp on member(s). 5-6. 8-9. 6-16, 8-16 8) Bottom chord live load (40.0 pal) and additional bottom chord dead load (5.0 par) applied only to mom. 13-15 document are not considered 9) Provide mechanical connection (by others) of truss to bearing plate capable of % i8tmanding 420111 uplift at joint 2 and 326111 uplift at signed and sealed and the joint 12. 10) ATTIC SPACE SHOWN Is DESIGNED AS UNINHABITABLE. signature must be verified on any electronic Copies. Matter RrInn PENd:8339 'MTek JSA )oc. FL'cedsO-M 69p(Perk9Fait BNGTampaPLd381G. Geld May 19,2020 ®14ARN1NG-VerHyJ gnpmameters end READ NOTES ON MIS AND INCLUDEDIIITEK REFERENCEPAGEMIF7473 rev. 10AX 15 BEFORE USE. Design valid fares, onywgh Mirada connesers. The design is based only upon Parameters shown and is far an lndwelual buld,q componed, net Was system. Berme use, the busking designer must verify me spPgcabirmy ddeslgn parameters and pmpeM Inex rmsear U s design intense overall bulkingdesige. aracmg indicated is to praveed budgng dkd itluelWuweb andlm NON mambas only. AddiismitemporaryaMpeneanemersorr, MiTek- Isalwa mquuedfors lUymdtopre Mmflapsewfthpass!WepasmalinjuryendpmpaM1ydamage. Forgeneralpidarearegadmgme fabnralion, storage, sales , erection and bmng dbusses and truss rdeed,see AMUIP110pagry Cdteda, DSB89 and BCal Bulking congwnerd 6904 PaAe East she. Sa"Infis mation a Mbu gom Teas Plate Insblde, 218 N. Lee Sbael, Suge 312, Ala d,u, VA M14. Tampa. FL 35610 Job Tuas Truss Type Qty Ply T20251211 2327569-GEM-1807 D3 Common 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32565, 8.240 s Mar 9 2020 MTak Industries, Inc. Tue May 19 D9:36:35 2020 Page 1 ID:W45BD oAQJSRgzhHYyxgr2lbQqudn64pfnIMigUIMsFOdUSUit 1W FO87cjBYBZEzgA 147-5 16h12 -2A0 468 49.4 9.1 26 142-1111 1 10.� 2" 7 241" 261 R-0 , 2.0.0 I M21 42-11 1.zd ]R 10 1.411 1-411 r1-7-131-2A I 4-211 I 469 2-0G Scale-1:49.0 4.6 Boa 12 7 _ 3x4 - 3x4 = 6 6 5 17 9 3x6 i 25 26 3s6 4 10 24 3 11 27 2 12 roqEXI ES 7d d1 3 6fP _ 16 5 14 • ST1.6x8 ST 44 = sad = 0x6 M Otis - 44 = 3x4 = 8-9-0 16-0-12 24-10-0 738 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 To 0.73 Vert(LL) -0.38 14-16 >769 360 MT20 244/190 TCDL 15.0 LumberOOL 1.25 BC 0.68 Vert(CT) -0.571416 >509 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina VES WB 0.21 Haa(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(L-) 0.26 2-16 >999 240 Weight 1271b FT-20% LUMBER - TOP CHORD 2x4 SP M 31 •Except• 1-4,10-13: 2x4 SP No2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2'Excepr 11-14,3-16,7-17: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Hord-2=161(LC 10) Max -Uplift 2=-417(LC 12), 12=-417(LC13) Meal Grav 2=4403(LC 2), 12=1403(LC2)- BRACING- TOPCHORD Structural wood sheathing directly applied or 3-8-70o puriins. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc brecing. JOINTS 1 Brace W Jt(s): 17 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Its) or IessRxcept when shown. TOP CHORD 2-3=2227/981, 3.5=1957/B32�"=1590/830, 6-7=107/391, 7-8=1071391, 8-9=1590/830, 9-11=1957/832, 1142-2227/981 - BOT CHORD 2-16=672/1g71, 1416=394/1679, 12.14=728/t881 WEBS 6.17=2094/1000, 8-17=2094/1000, 9-14=-33/586, 11-14=384/379, 576=33/586, 3-16=-W/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3--second gust) Vasd=132mph; TCDL=4.2pst, BCDL=5.OpsY h=15ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-2-0-14 to 3.11-2, Intedor(l) 3-114 to 12.5-0, Exmrior(2) 12-5-0Ao 18.5-0, Interior(1) 18-5-0 to 2SA0A4 zone; Cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumbar DOL-1.60 plate grip DOL=T.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated, 5) This truss has been -designed for a 10.0 par bottom chord Me load nonoonwnent with any other Ibreloads. 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 talThy 2-QO wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psi) on member(s). 5.6, B-9, 6-17, 8-17 8) Bottom chord live load (40.0 psf)and addhionatboftom chord dead load (5.0 psi) applied only to mom. 14-16 9) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 417111 uplift at joint 2 and 417 lb upliftmt joint 12. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Tf-nsitem has been electronically signed -and sealed -by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ydsibov. f'mnPi 602M39 Mrr.kUSA; Io . FL Cad 663d - 6904PerksEast Bind Tampa FL 33616 Deaf, May 19,2020 ®WARNING- Verttydealgnparam ova and READ NOTES ON WSANDINCLUDEDINUTEKREFERENCE PAGEWA7473ray. 11VV12MSBEFDAE USE u'(' Design valid for use only waM1 Mlrosei comeders. This deagn is Cash only upon Pa,amdensshown, and Is for an Individual bulking mmPoneM, ni 2■�.�(�® Wss system. Before use, five building designer mustva y this appgcablidy of design parameters and paper locow me Nis design Imo the overall ldingdesign. B=cgiMk edistopm MWu ingcf NdMdualnuwebanaor NonlmemWmwo .Adtlalonal temporeryerM pemaneM baWg WOW Is alaxys required for stebioy and as prevent conapu wW pouibke personal INay and proper damage. For generel guidanrca regarding the fabdostim stoop. deMery, erection and maing of trusua all toss systems.see ANSETPlf Dually Coil DSBdF and 0=16ugdlna Cnmpononr 6904 Palle East Blvd. Seletylnformason avaaebbaom Truss Plalalnsitlute,2la N.Lee d,au 312,Alexandda,VA22314. Tampa, FL state Job Truss Tess Type city ply T20251212 2327569-GEM-1807 D4 Common 1 1 Job Reference o Tonal n, G,.—. F64„ i,y,r-.,a , x d 6.240 s Mar 92020 MiTek 411d a7-t1 osa 44 = 6.M0 12 7 6 44 = Inc. Tue May 1909:36:372020 Ax8 = Us = 34 MT2DHS = 4x6 = 3x4 = Scale =1:49.0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.00 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017rrP12014 CSI. TC 0.75 BC 0.66 WE 0.24 Matra-SH DEFL. Ven(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) gde0 Ud -0.31 15-17 >939 360 -0.4215-17 >686 240 US 13 n/a Na 0.23 2-17 >999 240 PLATES MT20 MT20HS Weight 131 lb GRIP 2441190 1871143 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-9-11 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2x4 SP No.3'Except' JOINTS 1 Brace at JI(s): 18, 19 6-9,10-15,5.17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-S-0, 13=0-8-0 Max Horz 2=146(1-C 10) Max Uplift 2�406(1-0 12), t3=406(1-C 13) Max Grant 2=1403(LC 2), 13=1403(LC 2) FORCES. (lb) - Max. CompJMax. Ten. - All farces 2W (Ib) or less except when shown. TOP CHORD- 2-3=220211140; 35=2008/927, 56=1 6671923,6-7=378/282, 8-9=375r282, 9-10=1567/923, 10-12=2008/927, 12-13=2202/1140, 7-8=291/243 BOT CHORD 2-17=S42/1885, 1577=-463/1737, 13.t5=862/1849= WEBS 6-18=1508(742, 18-19=15D4r734, 9-19=1508)742, 10-15=39533, 12-15=295/452, 5-17=-52/533, 3-17=295/453 NOTES- 1) Unbalanced roof live leads have been oonsidered for this design. 2) Wind: ASCE 7-1GVuk=17Umph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=S.Opsf; h=15ft; Cat. II; Fxp C; End., GCpi=0.18; MWFRS (envelope) and C-C E tenor(2)-2-0-14 to 3-11-2, IMerior(1)-311-2 to 11-0-0, Extedar(2). 11-0-0 to 22313, Imerior(1) 22-3-13 to 26-10-14 zone; cantilever left and-rightexposed ;GC:for-members and forces 8 MW -IRS fa reactions -shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage -to prevent water-ponding. 4) All plates are MT20 plates unless otherwise indicated. This Item has been 5) All plates are 2x4 MT20 unless otherwise indicated. electronically signed and 6) This truss has bee ,designed for a 10.0 psfNbottom chord live load nonconcurrent with any other live loads. -This Sealed by Finn, Walter, PE 7) truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-DU wide Digital Signature. g a g' Ital will fitIlSln between the bottom chord and any other members. 8) Ceiling dead load (5.0 pso on member(s). 5-6, 9.10, 6-18, 18-19, 9-19 Printed Copies of this 9) Bottom chord live load (40.0 pso and additional bottom chord dead load (5.0 psi) applied only to mom. 15-17 document are not considered 10) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 4061b uplift at joint 2 and 40611, uplift signed and sealed and the aT13. i t) ATTIC IC SPACE SHOWN Is DESIGNED AS UNINHABITABLE. - signature i nature must be verified electronic Copies. waferp'nnnPENo22M AWat ul;A�ne FI. Cad 663t- , 69MPatkaEaR9kt1: T9ihpa FL i36111 bMG• May 19,2020 AINAMUNG - Verfty deogsp rzmeran antl READ NOTES ON MS AND INCLUDED MQEK REFERENCE PAGE M0.74r3 rev.1M=015 BEFORE USE Desigs valid for use only with MneW tonne ws. Ibis design is based only upon pammaters shown. and is for an individu I bustling wmponer, not �• a tress system. Before use Ne Guiding designer most way the appliesblMy of design parameters and lxopedy incoMosse Us design into the Serail bulldmgdeego. erasing indicated into prevent Muting oflndivldual Mow web wdlor chord members only. Aed9icnaitemporaryandpermanentbacing M7ek' is always required fnrslablNy and to prevent cesapse won pesslble personal injury and prepay damage. For general guidance regadmg0e febrieaaon, storage, delivery, erection and leading ofbueses and buss systems,see AMI?Plf Quaffly console, D56a9 and BCS1 Beading CompMerd Safrylonermagon available 9om Tmss Plate InetdNe, 218 k Les Sheet, Sude 312 Ne dda, VA22314. 6906 Parkrk a East BIW. s Tampa, 36610 Job Truss Truss Type Qry Ply T20251213 2327569GEM-1807 D5 Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL-32565, 8.240 a Mar 9 2020 M7ek Industries, Inc. Tue May 19 09:36:38 2020 Page 1 ID: W458D_oAQJSRgzhHYyxgl7zlbQq-ICTEorig2HgPL15RwXAB46I W 651 FBbmpayo9WzEzg7 -2-0-0 4-745 9-00 1610-0 212-14-4-t 244-I 110-0 26-10-0 � 2.ao I 4-7-15 I a-0-1 I 6-10-0 � i 7-1s z-o-o Scale=1:47.4 deg Sa= 4 19 20 5 I 4x6 = 3x8 = ned 3x4 — ass = Plate Offsets (X,Y)— (5:0b0,0-2-81 LOADING (pat) SPACING. 2-0.0 CSI. DEFL. in (loc) /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) -0.15 7-9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.32 7-9 >906 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.20 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH- Wind(LL) 0.10 9.11 >999 240 Weight: 131 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=041-0 Max Ho¢ 2=272(LC 11) Max Uplift 2=712(LC 12), 7=7t2(LC 12) Max Gran 2=1258(LC 17), 7=1256(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250-(Ib) or less except when shown. TOP CHORD 2-3=-1779/1285, 3-0=1518/1082, 4-5=1306/1063, 5.6=1518/1083,b-7=1779/1285 BOTCHORD 2-11=93511611, 9-11=608/1306, 7-9=948/1479I WEBS 3.11=302 M87, 4-11=-611354, 59=107/354, 6-9=303/386 Structural wood sheathing directly applied or 2-2-0 oc purling. Rigid ceiling directly applied or 5.11-13 oc bracing. NOTES- 1) Unbalanced mDf live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=170mph-(3-second gust) Vasd=132mph; TCDL-0.2psF, BCDL=5.0psP,, h=151t; B=45ft; L=6Dft; eave=7ft; Cat. 11; Exp C; Enrl, GCpi=D.18; MWFRS(direc ional) and C-C-Exlenor(2) -2-0-14 to 3-11-2,-Intenor(1) 3=11-2 tv&ZO-0, Exterior(2) 0-40 to 24-6-0, Interior(l) 24-6-0 to 26-10-14 zone; cantilever left and right exposed ;C-C for members and Mmes & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water Forcing. 4) All plates am 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonotncument with any other live loads.. 6)' This truss has been designed for a live load of 20opsf 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 712 It, uplift at joint 2 and 712 lb uplift at joint 7. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies -of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P.Finn PE idmir 9 WTakUSh (ne. FLCadli694 89g48adre East Blvd. Tampa FL 23610 Date' May 19,2020 WARNING. and READNOTEg ON MS AND IuponpaDMREKREFEREN PAGEMIddualP7473 rendingccmpo BEFORE USE. Tbstl gig based only uponperemmem Mown and Is anlMiWtlual not Dedgn only MsareMom Is Deslgn valid per Bedard ueMMRekWcpnneM avusesystem. Beforegielebuilding 4e wrily is dears thissyand dromeoverall Mbmust gdindMappliruwolm&s &omelen:antlpmpedyinmryorAe is inssable Wssweburyan Moidmy eirt b2[ing Mbuad MiTek' is anays repaired struffiy and pnownt With Ne pmpeM damae.ForgeramIgempo2ryanCang the Forgeneratd., mngd uabvays,doretlrocatabirey antlka DSeregaining usspostl5lepersonalinjuryantl b`hal. storage, Eernmry,emptlonasMMengMV0,21and husssyetems,sae AII51?Plf Dueary Comda, DSBd9 antl BLSI BuIlding Cemponud and trading 36y10 Saftlygon SaletylrKormarron ava9abie fmm Truss Plele Inst9Ne, 21g N. Lee Street, Suee 31; Warantlrh, VA22314. T6904 ampa. Tampa, FL 3(i610 Job Truss Truss Type Dry Ply T20251214 2327569-GEM-1807 D6 Hip 1 1 Job Reference o Tonal Builders First Source, Plant City, FL- 32566, 8.240 a Mar 92020 MITek Industries, Inc Tue May 19 09:36:40 2020 Page 1 ID:W458D_oAOJSRgzhHyyxgl?zlbD¢Fab?DXjwauw7a3Fg2yDf8XPiuul4fUEtHuRvEPzEzgS 1 17-10-0 24100-07-0I 22-01—-0 Sees =1:47.4 InI 18 Sxa = 4x6 = SxB = 4x5 = 7-0-0 I 12-54 17-10-0 24-10-0 7-0-0 S5-0 550 7-0-0 Plate Offsets(X,Y)— (3:0-6-0,0-2-81. 15:080,0-2-81,19:04-0.D-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) -0.07 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.17 6-0 -999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.28 Hom(CT) 0.06 6 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wnd(LL) 0.10 6A >999 240 Weight 124 lb FT=20% LUMBER - TOP CHORD' 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size)- 2=0-8-0, 6=0-8-0 Max Holz 2=223(iC 11) Max Uplift 2--712(LC 12), 6=712(LC 12) Max-Grav-2=1256(LC 1), 6=1256(1-C 1) FORCES. _(Ib) - Max. CompJMa Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=175611117.3-4=1789/1314,4-5=1789/1314. 5-6 1756/1117 BOT CHORD 240=_710/1466, 9-10-709/147Z; 8-9=72BF14", 6-8=729M434 WEBS . 3-10=0/277; 3-9=361/502, 4-9=-408/398, 5-9=361/502, 5.8=0/277 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc punins. BOT CHORD Rigid ceiling directly applied or 6-4-13 o0 bracing. NOTES- 1) Unbalanced roof live loads have been considered forthisdesign. 2) Wind: ASCE 7-10; Vuft=170mph (3-second-gust) Vasd=132mph� TCDL=42psf; BCDL=5.Opsf; h=15ft;-B=45ft; L=601t; eaves flrCat II; Exp-C; End., GCpi=0.l&, MWFRS (directional and C-C Extenor(2)-2-0-14 to 3-11-2. Intenor(1) 3-11-2 to 7-0-0. Exterior(2) 7-0-0 to 15-5-13, Intelior(l). 15-5-13 to 17-10-0, Exterior(2)17-10-0 to 26.3.13,-imenor(--1) 2631310 26-1 D-14 zone; cantilever left and right exposed ;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60-plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondirlg= 4) All plates -are 2x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncorimment with my other liveioads. 6) -This truss has-been designed for a live load of20:0psf 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) Fmvide mechanics[ connection (by others) of truss toteadng plate capable of withstanding 712111 uplift at joint 2 and 712 lb uplift at - joint S. This item has been electronically signed and seated by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaCerP� Finn PEPlo12839 ASTek tlSA�liYe FL Ced669d'. , aBgF Dar ke East BNEl Tempe FL 2361E Date May 19,2020 ®WARNING- Verify Eesignperameters rid READ NOTES ON TIBSAND IMMUOED,wrEKREFEAENCEPAGEMIFr03 rov. 10NY1af5BEFORE USE Desgn valid for use onyieith MTek® connecters. This Design Is based wry upon parameters shwm and Is ban indivit ual Wilding compomN, nth a Was system. Babre see, the building designermust vMgythe appgrabirdy of assign parameters and p pry mmryorste this design Wothe overall among Indicated Is to preventWanMgWmdMdualbasswebbasercioalmembersony. Addilionaltempo2ryandpennanembraringa L!?ij1k- always required forata ilit, and to prevent collapse wM posible personal injury and propeM dmage. Forgensiaguitlanwrageding Testorage, flitalooffion,bulldingtle9gn. detivery,eregpn and b2Gng of lasses end Wee systems, see ANSM11 Ouartty creeds, DSBA9 and WSI sabring componertt evdMblefrom Truss Mee lnultata.218 N. Ise street, Butte 31Z Alexandra VA=14., ,ling FL 3lb10 Job Truss Truss Type Oty Ply T20251215 2327559-GEM-18D7 D7 Hip Girder 1 1 Job Reference o lional Builders First Source, Plant City, FL-32566. 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:36:43 2020 Page 1 Scale = 147A Special NAILED Special 6x6 = NAILED NAILED NAILED axe II NAILED NAILED NAILED arm = 6 00 12 3 17 18 19 20 4 21 22 23 24 5 2 u Ul 811 11 u 9D Dg 6 11-nia 11 on in 7 Sx8 STP = 10 25 26 27 9 28 29 30 8 ST1.5x8' - Sx6 = Special NAILED NAILED NAILED B%12 NAILED NAILED Specal 54= NAILED NAILED so-D 12-w 13100 i 2a1D-D suQ 7-5-0 72 5-0-0 Plate Offsets(XY)- 12:D-1-110-D-10113:0-5-40-2-81 (5:0-5-4D-2-8116:0.1-11D-0-10) f9:0-600-0-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.31 9 -923 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.40 9 >731 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.82 Hom(CT) 0.07 6 n1a n/a BCDL 10.0 Code FBC20177rP12014 MatrixSH Weight: 156 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or2-2-10 oc pudins. 35: 2x6 SP Nm2 BOT CHORD Rigid ceiling directly applied ors-10-15 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 3-9, 5-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=050 Max Horz 2-172(LC 6) Max Uplift 2-1219(LC 8). 6=1219(11LC 8) Max Gray 2-2134(LC 29), 6=2134(LC 30) FORCES. (Ib) - Max.CompJMax. Ten.-Alrfonxs 250 (lb) or less except when shown. TOPCHORD 2-3==-WB9/1B21,3-4-5296/2949,4-5-5296/2949,55=369D/1821 BOT CHORD 2-10=1498/3271. 9.10-1504/3256, 8-9=1469/3199, 6-6=1464/32T4 = WEBS 310--W452, &9=1350/2280, 4-9-1200/1043, 5.9=1350/22B2, "=0/452 NOTES. 1) Unbalanced-mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=_770mph (3-second gust)-Vasd=132mph; TCDL-0.2psf; BCDL=S..C)W; h=15ft; B=45ft; L=6DB; eavem7ft; Cat. 11; Exp C; Encl., GCpr-4.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate -drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This-trusshas been designed for a 10.0psr bottom chord live load nonooncu ent with any other liveloads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide This Item has been will flit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wffilstanding 1219 to uplift at joint 2 and 1219 lb uplift electronically signed and at joint 6. sealed by Finn, Walter, PE 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25) toe-nalls per Nosguidlines. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4991b down and 357 Ib up at printed copies of this p 5-0-0, and 499 lb down and 357 lb up at 19-10-0 on top chord, and 108 lb down at 5.0-0. and 108 lb dawn at 19-&15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). signed and sealed and the signature must be verified LOAD CASE(S) Standard _ on any electronic copies. 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incrai 1.25 Uniform Loads (pit) Walter P.Fhn PENd22s39 Vert: 1-3=70, 3-5=70, 5-7=70, 2-6=20 Mrek-USA;blLFVCarl 9994 PerlmEast Blvd. Tampa FL33610 May 19,2020 ,&WASMING-Vedlydissignpaiwoeters and READNOTE50N 7M5ANDIMMUDEVAII KREFERENCEPAGEMl474731 1NOL1015HEF0REVw. Design valld fur.b.alribith MTek®caneatms.Tu. Ueaignis based any upon parameters shown, andia for an Individual buldng componert. not a buss rystem above use, the building des,g ermust vwify" appgrablldy of design parametersand pmpeM tncomoretethis design pan the ovemll buiMingdesign. Bracing imitated is to budding of mtlivdunl wsaweb endlor NON members Dory. AOdlGonaltern raryandpermenerdbradng M!Tek' preverd Is always re ig ed for stability and W prevent collapse won poscble persorel Injury and property damage. For general guidance regarding the fibdradon,storage. debery, eredlon antl brcng of Wages and ft. ayste..see ANSL4-Plf Quallfy Crgai DSB4rg and BCSl Bugding Corponard 6904 Parke East BW. Safelylydormalion a bbk from Tress Plate in1 0e, 218 N. Lee S M Suee 312 Alaxandm. VAM14. Tampa, FL W10 Job Truss Truss Type Oty Ps, T20251215 2327569-GEM-1807 D7 Hip Gunter 1 1 JOD Reference o Tonal Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 Mirek Industries, Inc. Tue May 19 09:36:43 2020 Page 2 ID:W45BE oAOJSR93hHYyxgl7zlbGq-f9G7rYmotpJhRXZPj4mMnA1C760sIYKzsfZgl¢Ezg2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=144(F) 5=144(F) 10-84(F) 9=29(F) 4=101(F) 8=64(F) 17=101(F) 18=101(F) 19=101(F) 22=101(F) 23=101(F) 24=101(F) 25=29(F) 26=29(F) 27=29(F) 28=29(F) 29=29(F) 30=29(F) ®WARNING- V disciealpn Parameters and READNOTES ON TMS ANO INMUDED4g7E1(REFERENCE PAGE MIA7473ray. 10403/30f5BEFORE USE vaNif for use only wah MTeM connectors TMs design is based only upon pammeters shown and Is Man India lUudl bugling componeM, not rat a truss system. Before use, be bulldmg designer mustw* the applicablRy of design pammaters and property Nco Nu design into me mcrall Borate builiingdesign. timing indicated into preKbu nt cbfmg oflndMtruss m dual ss web andlaroemm beonly. Addbm ItemporeryandpemumembmCng MiTek' Is aFways required for stability and to pmeM collapse with passible personal injury and pmpedy damage. For9enereiguidanceregerding Na fabdragon. Momge, Oegvery,emtlion end bmcln9MWsaes and truss systems, so0 ANSUTPff Ouady Cdferfa, OSB418 and Beef Building Component a90d Pads East Bird. Baletylnhrmeumn avagaple fmm Tres RaftInsblMe, 218 N. Lea Street, Sass 31Z Alexandra. VA=14. , Tempq FL 3e610 Job cuss Truss Type Oly Ply 720251216 2327569-GEM-1807 EJ2 Jark-0pen 3 1 Job Reference o impel Builders First Source, Plant City, FL. 32566, 8.240 a Mar 9 2020 MRek Industries, Inc. Tue May 19 09:36:45 2020 Page 1 ID:W4580a4QJ5RgzhHYyxgl?zlbQgbYOuGEn3PRZPhg7nrVpgsa6iRvbeKoqc0A8gvczEzgD 2-0-0 6.Dp 12 3s, 4 3 2x4 II 5x6 = Scale =1:43.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(L-) -0.00 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-0 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.13 Horz(CT) -0.02 2 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Manx-P Wnd(LL) DAD 4 — 240 Weight: 38 to FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 4=1ilechanical, 2=1VIechanical, 3-Mechanical Max Horz 4=62(LC 12) Mac, Uplift 4=11(LC 10), 2=-09(LC 12), 3=193(LC 12) Max Grev 4=157(LC 12), 2=85(LC 17), 3=114(LC 10) FORCES. (Ib)-Miss. CompJMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1.4=282/68 WEBS_ 13=1401386 Structural wood sheathing directly applied or 24-0 oc pudins, except end vertkals. Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES- 1) thlbalanced roof live loads have been considered for this design. 2)-Wind: ASC -7-10; Vu8=170mph43-second gust) Vasd=132mph; TCDC-0.2psf, BCDL=5.Opsf, h=15ft; B=45R; L=60R; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenon2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions showM.Lumber DOL=1.60 plate grip DOL=1.60 3) This -buss has been designed fnr a 10.0 psf-bottom chord live load aonconwrrent 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 3.6-0tall by 2-0=D wide wilrfltbetween the bottom chord -and any other members. 5) Refertogirdeq#for buss to -buss wnnedbns. 6) Providemechanical connection (by otherq of truss to bearing plate capable of withstanding 11 Ile uplift at joint 4, 49 to uplifLat joint 2 end 193 lb up["joinf3_ 7) Gap between inside of top chord bearing and frsWiagonal or vertical web shall not exceed 0.5001n. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this documentaranot considered signed and sealed and the signature must be verified on any electronic copies. audurp.Fink PE 402n39 wrakv*Ina FL Cal0674 . g9g4PerkeEast Blvd Temple FL 33810 DNe. May 19,2020 ®WARWNG- VarBy design panm omisnd READ NOTES ON TMS AND INCLUDED MREK REFERENCE PAGE K&7473 rev. 10AUMNS BEFORE USE Design valid for use only wXh MneM connectors. This design 13 based ow upon parameters shown, and Is for an Individual building Fnmponem, not e hues system. Belem use, Me building designer must mriN ttw applicability of design parameters and property Incorporate this design !Me no onarall bWldMp design. Biscuit,iMirided isto prevem Wooing MIndividualwss web entlla Nab member any. P4dgbnN Mmpomry aM pemmnem bredng M7ek" Is always required for ausbilM end to preyed collapse w1h p idd lele personal Injury and pmpeM damage. For general guidance reganlhg Me fabricator. storage, delivery, erection and bracing of hussies aM buss system, see ANSUTP31 codify Cifods, OS"9 and Bwv Soliciting Componerd 69DIi Parke East Blvd. SereylydormNon evaLOle tram TwsPlate lnsMuta, 2le N.LeaSteel, Sufle 312, Alexandria, VA 22314. Taman Laa610 Job Truss Truss Type Dty Ply T20251217 2327569-GEM-1807 EJ5 Jack -Open 7 1 Job Reference o tional Builders First Source, Plant City, FL-32%6, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:36:46 2020 &'_rEll Plate Offsets (X Y)— 12:0-0-00-0-13j LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) -0.03 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 rue n/a BCDL 10.0 Cade FBC20177rP12014 Matrix-P Wnd(LL) 0.00 2 — 240 Weight 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=04e-0, 4=10echanical Max.Hom 2=241(LC 12) Max Uplift 3=104(LC 12), 2=316(LC 12) Max Grav 3=155(LC 17), 2-037(LC 17), 4-J2(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structuralwood sheathing directly applied or 5-0-0 oc purtins. BOT CHORD Rigid ceiling direly applied or 1040-0 oc bracing. NOTES- 1) Wnd ASGE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;-BCDL=5.0psf; h=15ft; 8=45ft; L=60ft; eave=7ft;-Ca!_ II; ExiaC; End., GCpi=0.18; MWFRS (directional) and-M Exterior(2) =2-0-14 to 3-11-2, Interior(1) 3-11-2 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and for ces.&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 Ito uplift at joint 3 and 316lb uplffl joint 2. This item has been electronically signed and sealed by Fnn, Walter, -PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WabarP. nnn PE6=39 MTek USA;Inc. FLCad 6634 b'90, 4Me East Blvd. TaiopaFL liSID, Gate May 19,2020 Job Truss Truss Type Qty Ply T20251218 2327569-GEM-1807 EJ6 Jack -Open 13 7 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tub May 19 09.36:48 2020 Page 1 ID:W458D_oAQJSRgz HYyxgl?zJbQq-074WGpxhMx YlsMWdMXUDk367WwXAV✓178NKV=Ezpz 2-ao s-0-o l=-l[-SNfN] Plate Offsets (X.Y)— 12:0-0-0,0-0-131 LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.06 2-4 >999 36D MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 2-4 >568 240 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 Horz(CT) -0.DD 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrbr-P WndL-) 0.00 2 — 240 Weight: 261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=1VIechanical Max Ho¢ 2=271(LC 12) Me1LUpliR 3=149(1C 12), 2=318(LC 12) Max Gray 3=207(LC 17), 2=477(LC 17), 4=112(LC 3) FORCES. 4b) - Max. Comp./Max. Ten.-AUofces 250 (Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES. a) Wnd: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TGDL=4.2psf; BCDL=5.Opsf; h=15tt; B=45N; L=6011; eave=71t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C-Exledor(2) -2-G-14 to 3-11-2,-IMenor(1) 3-11-2 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MVJFRS forteactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncpncunent with any other live loads. 3) - This buss -he been -designed for a live lead of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -*it fit between the bottom chord and -any, other members. - 4) Refer to girders) for truss to truss connections. 5) Provide -mechanical connection (by others) of truss to bearingplate capable of withstanding 14911, uplift at joint 3 and 318 lb up fit ct joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wads- P Fuin PE No.224D6 MTekUSAIIpe FLCert563C (IM Parke East EIVIL Tampa FL d3616 ])are, May 19,2020 ®WARNING-Venlyd y p..fiesand READ NOTES ON MISANDINCLUDEDMREKREFERENCE PAGEM0.T43 . 10`0300158EFORE USE. Oesgn v.IidfortiseurlaitllhMTek®mnnectoralls.desige is based only upon paremeemshoen, andisfor an ineiWdial building component not lot a truss sliders. Before use the bulking designer mustvenythe applrabity of design paremetere and parody irvorPorate Nis sea, bed the ouerall bulldingdesign. Bmcingin k distoprevembuckingeMdMduMVusswebanworOokmem monV. AOdrainaltemyoreryaedpermanembreGng MiTele is always required for stability and to praised wlapsewlh possible penMral Injury and property damage. For general guidance regarding the fabrication, storage, dell erection and among oftneses and truss systems, we ANSLIfFlf Duality CNrerfs, DSee9 said Beal Building Component 69"Poke East BW, SNetylnfermallon avaikbe gom Truss %ate lns Ue, 218 N. Lee Street, Suet 312, X�ndra, VAM14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20251279 2327569-GEM-1807 EJ7 Jack -Open 28 1 Job Reference c tional Builders First Source, Plant City, FL-32566. 4s5 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 OR36:49 2020 7-0 LOADING (psp 'SPACING- 2k0 CSI: DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.08 24 >989 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.57 Vert(CT) -0.18 24 >431 240 BOLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.12 24 >665 240 Weight: 301It FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=13-B-0, 4=10echanical Max Hom 2=301(LC 12) Max Uplift 3=178(LC 12), 2=324(LC 12) Max Grav 3=244(LC 17), 2=519(LC 17), 4=121{LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or lass except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wiod: ASCE7-10; Vuft=170mph (3--second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B-05ftrL=60ft; eaw=-7fl; Cat. II; E:p-O; End, GCpi=0.18; MARS (directional) and C-C Exterior(2) -2-0-14 to 3.11-2, Interior(1) 3.11-21a6.11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any other live loads. 3y'717his-truss has-been designed for a INaload 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 thebottom chord and any other members_. 4)Refer -to-gitder(s) for truss to truss connections. 5) Provide mechanical connection (by othets)aHmss to bearing plate capable -of withstanding 178 lb uplift at joint 3 and 324 Ib uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using -a Digital Signature. Printed copies of.this document are, not considered signed and sealedand the signature must be verified on any electronic copies. Waltbrp.-Finn PE N622539 6mParka East BivO��M' L4ii MTet'USh11n KDate,14ampafLs610. 0 May 19,2020 ®WARNING- Veffydeskhparamelers aadREAD NOTES ON TNISANDMMUD£D49TEKREFERENCEPAGEMD7473me IMM015 BEFORE USE. wwww u'w Design vest (Dross onywO lwreoo oannectors. This design Is based only upon persmtlem shown, and Is (wan ialmdual Wilding componeM not a Wss system. Below use, the bWlGng deagnermust verify the appaosbilay oldesign parameters and pmM ova pedy Incorporate this design Into the mll `�•��( bulWingdesign. Bracing indicated leto pmwnt btxxing of hamdual hose web mWor Nord members only. Addnionel temporary and penneneN bracing M, role is always required for siabilay and to prevent collapse with possible personal hjwy and plapedy damage. For general guidance rega ding tha fabdcadon, stone degvery,ersdbon and bmdng of busses aM buss systems, sae ANSUP91 Q..W Cdfede, DSBF9 and BCS1 Building Componaw 6901 Pale East Bid. SarerylrMrmagon ava lebom Truss RdelnS e,218N.Leo Sbd., ke312Nexandda.VA22314. Tampa,R 36610 Job Truss Tess Type Oty Ply T20251220 2327569-GEM-1807 EJ51 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 = 8.240 s Mar 9 2020 MITek Industries, Inc. Tue May 19 09:36:47 2020 Page 1 ID:W458D_oADJSRgz HYyxgl?zlbOq-XzWehwpJv2p7w8HP.ywrlx?BuLjDJojGvuUd=VzEzq_ Scale=1:17.6 5-0O LOADING (psn SPACING- 2-0-0 Cat. DEFL in (roc) Vde0 L/dFPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.85 Vert(LL) -0.03 1-3 >999 36D244/190 TCDL iso Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 1-3 >863 240BOLL 0.0 ' Rep Stress Inv YES WB D.DO Horz(CT) -0.00 2 n/a NaBCDL 10.0 Code FBC20171TPI2014 Mai WiOd(LL) 0.00 1 240t: 16 lb FT=20% LUMBER — TOP CHORD 2x4 SP No-2 aOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=10echanical, 2=Mechanical, 3=11illechanical Max Horz 1=158(LC 12) Max Uplift 1=60(LC 12), 2=170(LC 12) Max Graff 1=231(LC 17), 2=212(LC 17), 3=98(LC 3) FORCES. (Ib) - Max. CcrnpJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural mod sheathing directly applied or 3-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 1 D-0-O oc bracing. NOTES- L)-Wend: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf;-BCDL=5.0psf; h=15ft; B=45ft; L=6011t; eave=7f, , Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and(FCExtenor(2) zone; cantileverleftiald fight exposed ;C-C for membersaod forces-SNIWFRS for reactions shown, Lumber Dot=1,60 plate grip DOL=1.60 2) This truss has Been designed for a 10.0 psf bottom chordirve load noncencurrerd with any other liveioads. 3) ' This truss has been designediora We load of 20.Opsf on the bottom chard -in all areas where a rectangle 3-6-0-tag by-23F0 wide will fit between the bottom chord and any other members. 4)Refertogirder(s)for truss to trussmnnecUons. - 5) Provide mechanical connection{by-others) of truss toieadng platesapable of withstand ng30 Ib uplift at joint 1 and-17011, uplift at joint 2. This item has been electronically signed -and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalteiFmn PENe22839 MITek USfy Inc FL Cad 8s34 6884 Perba East BNd. Tm, Pa FL 35619. Date May 19,2020 A WARNING- Vedlydeslan Imenders dREAD NOTES ON CMS AND INCLUDEDNmorR ERENCE PAGE Mr474A re¢ TGAi afe BEFORE USE. Design odid foruse ony eh Mnl®connectors. This design is based only Won parameters shown, end s for an indMalual bupRrg component,not a Was system Before dish ilding designer mustwriy do, appfisabllity of design parameters and Popedrsy lncerpoNis deep into Vie overall �-N buiWingdevgn. Bra<mgirNlcaledisOpre MWcdngof NdMdualWssweb=WwMoNmembemmn. Additional teWOMW and Permanent bating Mel( is always requiredfor stability and to prevent maapsewgh possible personal Injury and pmpedy damage. For general guidanceregarding the recreation, storage,delivery, eretlion and boating ottrusaes and M. systems, see ANSVrPlf Dearly Crileda, DS"9 and aCSI Building Compenenr Tamp Parke East BIW. Serelylnformadon avagabk: bom Tmss Plato lns e, 218 N. Lee a e. Suee 312. Alexandra, VA22314. Tampa, FL 36510 Job Truss Tess Type Qty Ply T20251221 2327569GEM-18137 EJ71 Jack -Open 5 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 3#i = 8.240 s Mar 9 2020 Mrrek Industries, Inc. Tue May 19 09.36:52 2020 Page 1 ID:W468D oAQJSRgz HYyxgl?zlbQquuJXkdtSIaRQDv97rrRTe3vrdkOHT_We11LYemEzpv Scale: 112"' LOADING (psf) SPACING- 2;% CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.75 TC 0.49 Vert(LL) -0.09 1-3 >911 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 I Vert(CT) -0.24 1J >351 240 BOLL 0.0 ' Rep Stress Ina YES We 0.00 Horz(CT) -0.00 2 n/a me BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wmd(LL) 0.19 1-3 >433 240 Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 SOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechaniml, 2=Mechanical, 3=Mechaniml Max Horz 1=219(LC 12) Mex Uplift 1=87(LC 12). 2=205(LC 12) Max Grev 1=327(LC 17), 2=274(LC 17), 3=130(LC 3) .FARCES (ib) - Max. CompRlax. Ten. - AOTorees 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 7-9-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=]70mph(3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.9psf, h=15R; B=45$ L=60ft; eave=7fi; Cat. 11: Exp Q End., GCpi=0.1E; MWFRS-(directional) and-CfC Extedor(2p0-0-12 to 6-0-12,, intedor(1)'6-0-12 to 6.11-4 zone; cantilever left and right exposed ;GC for members and forms & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 par bottom chord live load nonconalment with any other IiveJmds. 3) -This truss has been designetldra live Iced of 20.Opsf onJhe bottom -chord in all areas wherea rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)•Referto girder(s) for truss to truss -connections. 5) Provide mechanical connection{by others) M]mss to bearing plate capable of withstanding 87 Ibupliftat joint 1 and 205 Ib uplift aF land 9. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P.Fum PE Hd22&1S "Mnek USA;h e.FLLed M34 . ,66p3Par soEast BNdQTafnpo FLJ3614 Date:, May 19,2020 WARNING- Verirytlasignpaametxs and READ NO7E9 ON MS AND INCLVDED aOrEKREFFRENCEPAGEW7a73 rw. 1"V2015 BEFORE RISE Design valid for use only wth MTel ovoreclOrsna design is based only upon parsecters shown and is for an lndiWdual building component not a Buss system. Berme use, Me building designer must vent' the appfcabii y ddesign parer elers and propeM Inmryorele this design into the Oshrell buddingdesign. BrecinglndlcaledlstopreverM1bucklingdNdMWalWssweb M&WOOMmembeMony. AddioeeltemponeyaMpmmanentbredng MWeK Is alesys requiredfor eability and to plashed collapse with possible personal Injury and properly damage. Forgencrepidancelegancingthe (abdpatlpn. sloage, de ivory, ereCipn and bracing of Wsusand truss systems. see ANMg fOualNy Creeds, DS389 and 9=1 BWISing Cpmpenerd 6904 Pans Fast 6Nd. Sand,s rormaeon available tram Truss Mee InsgtuN. 218 N. Lee Steel, Suite 312. Alexandra, VA22314. Tampa, FL 313610 Job Truss Truss Type Oty Ply T20251222 2327569-GEM-t807 G1 Had Hip Giber 1 Job Reference o donat Builders First Source, Plant City, FL-32566, a, 4,15 = 8.240 s Mar 9 2020 Mrrek Industries, Inc. Tue May 19 09:36:552020 Page 1 ad = 14 5 6x8 = Us 4 ST1.5x8 STP = Special Special Special sail Scale = 1:W.5 Plate Offsets (X,Y)— 12:0�0-12.0-1.81. (7:0-0-8,0321 I8:0-3-8.0-4-81 f9:0-5-00-0-8] (10:0-4-4 0-1-81 LOADING (psf) SPACING. 24)0 cSl. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.13 9.10 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.18 9-10 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.67 Hoa(CT) 0.D4 7 n/a rue BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 2641b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' BOTCHORD 6-7: 2x8 SP 240OF 2.0E, 5-9,6-8: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (sae) 7=D-e-0, 2=0-" Max Ho¢ 2=380(LC 8) Max Uplift 7=2647(1_C_8), 2=2199(LC 8) Max Gmv 7=5440(LC 1), 2=4239(LC 1) FORCES. (to) - Max Comp./Max. Ten. -All forces250 (Ib) or less exceptwhen shown. TOP CHORD 2-3=801213838, 34=5917/28B8, 4-5=53211265B, 5-6=3989/1955; 6-7=4624/2299 BOT CHORD 2-10=3552/6954, 9-10=3552/6954, 8-9=-1955/3989 WEBS 3-10=1153/2339, 3-9=2340/1Z42, 4-9=11152367, 5-9=11032D87, 3-B=1876/1065, 6-8=2896/5907 Structural woad sheathing directly applied or 3.11-13 oc purlins, except end verticals. Rigid ceiling directly applied or 836 oc bracing. NOTES- I)-2-ply truss to be connected together with 1Od (0.131 ux3") nails as follows. Top chords connected as follows: 2x4 - 1 row, at 0-9-0 be, 2x8_2.rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 now 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; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=5.Opsf; hot Sift, B=45fl; 1-=601t; eave=7ft; Cat. II; Exp C; End., 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) This truss has been designed for a 10.0 par bottom chord live load noncancument with any other We 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 by2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanicalconnecgon (by others) of tons to bearing -plate capable of Withstanding 26471b uplift at joint 7 and 2199 lb upliR at joint 2. 8) Hanger(s)-or other connection device(s) shall be provided sufficient to support concentrated load(s) 2020 lb down and 1103 lb up at B-0-12, 11861b down and 584 lb up at 8312, 11861b down and 584 lb up at 10312, 1186 in down and 5701b up at 12312, and 1186 to down and 565 In up at 14-0-12, and 1186 to down and 565 to up at 16-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard This item has been electronically signed and sealed by Finn, Walter, PE using a Digit"ignature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalleeP;Flnh PE'NE]iet3 MTekUSA;;Irin FLOMBr{3Q-: , 8BG6 Parke East BN4 Tamps FL3341G:. lhleE May 19,2020 ®WARNING- Ve ilytles(gnpa.owa nd READ NOTES ON TMSANDINCLUDEDAVTEKREFERENCE PAGEMl4]4r3 . 1000342015BEFORE USE. r Desgn valid for use onywNh MTeMsomedo This design is based only d,so parameters sbmvn, and is loran lndMdu (bulling com oneM, not a Wss system. Before use, the building des gnermustvedylhe appllrabNty of design parameters antl properly incorporate t0a deop Mom. overall buildingdesigm BmdnginWiratedistopmwMWWngofi dMdual"uwebmWorOoNmemb mmy. Addilonaltemponsryandpe,maaMbsdng Wek" Is always re,dired forstablay and to prevent maapsewbh possible personal injury and properly damage. Forgenerd pwance regaling the fabrication. storage. deivery, eredion and bmdngo"=a and Was systems, we ANSUTPlf QUGW addads. OSB-a9 Odd acsl BullWng CompoOelN 69et Parke East Sele(ylnbrmatlan avalable M1am Tmss Plate Indeme, 218 N.lee Street, Suee 312, NexanWia. VA 2251E Tamps, FL 36610 Job Truss Type DtyPlyLT20251222 2327569-GEM-1807 TGn H., Hip Girder 1 .p Job Referenceanal guilders First Source, Plant City, FL-32566. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inclease=1.25 Uniform Loads (plf) Vert: 1-0=70, 4-6=70, 2-7-20 Concentrated Loads (lb) Vert: 10=2020(13) 15=1186(B) 16=1186(B) 17=1186(B) 18=1186(B) 19=1186(B) 8.240 s Mar 92020 MTek Industries, Inc. Tue May 19 U9:35:55 2020 Page 2 ID:W45BD oAOJSRgzhHVyxgl?zJbD¢IttgMfvK2Vp tNuiOb_AGh%L7xnBgBr5kjZCFlzEzps ®WARNING- VerUy deal,. p.rs parrs end READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE MIA703 m. 16M21?0158EFORE USE. Design valid kr use only whh MTek b conneMn. This desgn is beae t only upon parameters shown, and Is for an indir .M boding cAmponent, net ' ur a miss system. Before use, the building designer must vedyihe applicability of design parameters and property ry rly inmo2te Nis design iMO Me oxrah buildingdesign. Bracing indicated into buckling oflndyidual miss web BmVor chard members only. Addigonaliempopyandpe..anembracing WGIC prevent Is allays required or subal and to prevent mlmpse wM postlde personal injury and propeM damage. For,emnal,kinceregarding Na fa0rintion, stmage,d.1,Wry,eoction and bred., aft.. and Was systems,see ANSUTPI1 OuaWCrylerla,DS 9wdBCSl Builting Compo.eW 6904 Perks East BM. SayeQInlnrmHlon evailablefmm Truss plate lnsi0ute, 210 N. Lee SIreeL 6uhe ]12-Alesandria. VA 22316. Tampa, FL 36610 Job Truss Truss Type Qry Ply T20251223 2327569-GEM-1807 G2 Common 4 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 202D Mi rek Industries, Inc. Tue May 19 09:36:57 2020 Page 1 ID:W458D OAQJSRgzhHYyxgl?zlbQq-Fs6QnLwaa73i7g25YOOaL6wYIW58BbNB12JJ.Ezpq -2-PO 47-15 9-0-0i 1 18.0-0 2-0-0 47-15 4-0-1 4-0-1 4-7-15 a 4x8 = nib Scale =1:3 A 3x4 = Ia Plate Offsets (X,Y)- (6:0-0-0,D-0-131, (7:0-0-0,0-3-01 LOADING (pst) SPACING- 2-D-0 CSI. DEFL. in poc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.73 Vert(L-) -MO 6-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.24 6-7 >874 240 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(CT) 0.03 6 n1a n/a BCDL 10.0 Code FBC2017frPI2014 Matra-SH Wind(LL) 0.07 6-7 >999 240 Weight: 85 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-6-0 Max Horz 2=257(LC 11) Max Uplift 6--349(LC 12), 2=-584(LC 12) Max Grav 6=768(LC 1).2-960(LC 1) FORCES. (Ib) - Max. ComPlMax. Tan. - Ali forces 250 (lb) or less4xcept when shown. TOFIC19ORD 23=1206/872, 3.4=912/661, 45=916/689, 5.6=12211914 BOT-CHORD 2-7=-66V10B7,6-7=6B6/1027 WEBS 4-7=-309/515, 5-7=-415/45237=-364/408- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc puriins. BOT CHORD Rigid ceiling directly applied a 6.11-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been oonsidered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t; B=4511; L=SOR; eave=7ft; Cat. I; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Extedor(2)-2-0-14 to 3-11-2, Interior(1) 3-11-2 to30-0, Exterior(2)50-0 to 15-0-0, Interiof(1) 15-0-0 to 17-M zone; cantilever left and right exposed ;C-C for members and forces & MWFRS.forseactions shown; Lumber DOL=160 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load n(Mmmncumenl 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 24D0 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 3491b uplift at joint 6 and5841b uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using -a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o_ n any electronic copies. Wa@er P:nim PENomm MTek USA�Inb FLCart9634- Egl ikeEast BNdrTampaFCJ3610 :Date:. May 19,2020 ®WARNING-V.Ml Jes9npammerm .d RFADNO7 ONTMSANDINCLUDEDMITEKREFEBENWPAGEM0.7473 .10NL90f5BEFOR ME Desgn valid for use only wM Mrreltd0connectors. This design is basW orb upon parameters shown, antl is for an indihdual Wildng component, not 8 bods system. Behre use, the bulicing designer must vordy the applicability, oftlesgo parameters and propedyncoMoraw this design into the overall bwWingdoogn. BrecingIndicated IstoprevembuWingormdMduaimisswebandlorNordmembersonly. AtlgLonaltempomryaridpermaneNbracing Mirew k ahways rec ied for stability andto peuerd collapse wM possible personal input' and p spray damage. For general guidanceegar ing the tabrxalion.Momge,deWery,emdonandbmdnger4u mandlmsssyslems,see ANSWMQUGWM1 d;DS8a9end BCMBugling Componerd 6904 Perna Past Blvd. SaftWinformsLan availablefmm Trues Platein=a e,218N.Le RmeL, ke3lZNaxandd,VA=14. Tampa, FL 36610 Job Truss Truss Type Dry Ply T20251224 2327559-GEM-1807 G3 Hip Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL-32556, 8.240s Mar 92020 MTek Industries, Inc. Tue May 19 09:36:59 2020 Pagel ID:W45BD oA0JSR9zhHYyxgt?zJbOq-BEEACOyr6kKOM_CUfR36RXhwMYAa.5rgeLXP0=Ezpe, -2-0-0 7-0 O i77-0-0 18 2-0-0 7-0-D 4-0.D 7-0-0 13 Special 5x8 = NAILED Special 4x6 = Scale =1:35.6 44 = species = 4x6 = Special LOADING (pat) TCLL 20.0 TCDL 15.0- BCLL 0.0 ' BCDL 10A SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TPI2014 CS1. TO 0.97 BC 0.84 We 0.22 Matro-SH DEFL. in (loc) Odell Lid Vert(LL) -0.07 2-8 >999 360 Vert(CT) -0.19 5-6 >999 240 Horz(CT) 0.06 5 n/a n/a Wnd(LL) 0.13 5-6 >999 240 PLATES GRIP MT20 2441190 Weight: 81 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1-Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2, 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. BOT'CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-e-0, 2=0-8-0 -Max Horz 2=208(LC 24) Met Uplift 5=654(LCB}, 2=920(LC 8) Max-Grav 5=1544(LC 30). 2=4736(LG29) FORCES. (lb) - Max.CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=266211160, 34-211&1141, 4-5=2691/1191- BOT CHORD 2-11=914/2332, 6-8=91612355, 5-6=918/2280 -. WEBS- 3-8�45/605,4-6=-67/653 NOTES. 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second-gust) Vasd=132mph, TCDL=4.2pN; BCDL=S.Opsf;.h=15ft; B=45k, L=608; eave=7ft; Cat. U; Exp C; End., GCpi=0.18; MWFBS{dIMCtionaq; cantilever left and right exposed; LundoerD0L=1-.60 plategrip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nUric0ncurrentwith 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-rr0 taUby-2-0-D wide will fit between the bottom chord andany-other members. This item has beef? 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 684 lb uplift at joint 5 and 920 lb uplift at joint 2. electronicalty-signed and 7) "NAILED" indicates 3-1Od (0.141INT) or3-12d (0.148'S:3.257) toe -nails -per NDS guidlines_ sealed by Finn, Walter, PE 8) Hanger(s) or other connection device(s) shall be provided-sufficienttosupport concentrated load(s) 444lb-down and 397lb up at using a Digital Signature. 7-0-0, and 444 lb down and 397 lb up at 11-0-0-on top chord, and 469 to down and 119 lb up at 7-00, and 469 lb down and 1191b rne Printed copies 0fit11s p up at 10-114 an bottom chord. The design/selection of such cafinection devices) is the responsibility otsNhers. 9) In the LOAD CASE(S) section, loads -applied to the face of the truss are noted as front (F) or back (B). document are not Considered signed and sealed and the LOADCASE(S) Standard signature must be verified 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (pit) Vert: 1-3=70,34=70,45=70,25=20 Waibr>? Finn PEBo.2R9s WaltsiSA;GnE 1402 Concentrated Loads (Ib) Vert: 3=1814=182(F) 8=282(F) 6=282(F) 12=125(F) 13=51(F) 6gDb Pmka EarieNd Tampa FL 7361U. Driek May 19,2020 ®WARNING.Ver1/ydWVparamefMand READNOTESONMSANDINCLUDEDMMEKREFERENCEPAGEMI}7V3mKl0/OSROISBEFOREUSE. Design valid far use onywUn MRekW cmneolnrs. The design Is based any upon parameters mown, and is for an inc Mduat building mmponeM rrot �r w`` a truss system. Before use, the building designer must vent' the applimbigty of design Pammaters antl pmpedy inmryorste this design Into the overall indicated is to burxang 0 sidmdualwss web anchor cnad members only. Addiionaltemporaryand Penmanembracing Mirek' bwidmgdeslgn.lose, prevent Is always ralubed orstability and to Poch micron wdYr possible Permrul injury and pmpenydanuge. ForgenaNguidance,reg.dingthe fabnullon,stomge,doWry ,emc nandbmdndtmmsaWV ssystems.we ANsU iDuality CMene,DS"S=dBCs7auading ComponeM 6904 Parke East BIW. Saretylnrcrunwhon avallabiefrom Tmss Plate Ins@Ne,218N.Lee6 M.fi fte312,Alexandra,VAM14. Tampa FL 36610 Job Truss Truss Type pry Ply T20251225 2327569-GEM-1807 HJ5 Diagonal Hip Girder 4 1 Job Reference (optional) Buicers mrst bourte. P18M Glly, hL-32b66, 0.240 a Mar 9 2020 MRek Industries, Inc. Tue May 19 09:37:00 2020 Page 1 Plate Offsets (X,Y)- 12:0-3DD4i-11l f6:Edge,G-2-0l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) -0.09 2-0 >904 240 WT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.10 2.6 >813 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matra-SH Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3'Except' 8-9: 2x4 SP No.2 REACTIONS. (size) 4-Mechanial, 2=0-10-15, 6=Mechanical Max HDa 2=244(LC 8) Max Uplift 4=116(LC 24), 2=556(LC-8), 6=57(LC 5) Max Grew 4=120(LC 13), 2=795(LC 28). 6=310(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces250 (W) or less except when shown. TOP CHORD 2-3=-690/163 BOTCHORD 2=6=193/418 WEBS 3E=467Q16 BRACING - TOP CHORD Struatulal-wood sheathing directly applied orb-0-0 ocpuffins. BOT CHORD Rigid ceiling directly applied or 1 D4)-0 oG bracing. NOTES- 1) Wind:ASCE 7-10;_Vmh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf{ h=15ft; B-05ft; L=6Dft; eave=711; Cat. ll;Exp C; End., GCpi=0.18; MW°RS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate -grip DOL=1.60 2) This truss has been designed for a1C.0:psf bottom chord live load n(mmncunent with any other live loads. 3) ' Tird truss has been designed fbrzlive load of 20.Opsf on the bottom chord inallareas where a rectangle 3-6-0 tall by 2-0.0 wide will-ft between the bottom chord and any other members. -4) Refer tagirder(s)-for truss to truss connections. 5) Provide medlanicel connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift atjoint 4, 55151b uplift at joint 2 and 57lb uplift at Joint 6. 6) %AILED' Indicates 3-1 Get (0.14 W") or 2-12d (0.148°x3.251 toe -nails per NDS 9uidlines. , In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veit: 1-4=70, 2-5=20 Concentrated Loads (Ib) Vert: 10=207(F=103, B=103) - This item has been electronically signed -and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are mt considered signed and -sealed and the signature must be verified on any electronic Copies. Vialter P. plan PE 40.22636- hLTek 1iSA;1eIe FL Cer16604- 6904 Puke East Blvd. Tampa FL 33610 Date: May 19,2020 ®WARNING-Verifydeelg P m. dRE4D NOTES ON MISANDINCLUDED MITEKREFERENCEPAGEM0.rOdm.10Po 20156EFORE USE Designvalid Wmeony ith MiTeMoonnectors. This design is based only upon parametersome, and is Man indiNdual Willing companed,net MF a truss system. some use the bu ldle, devgeor mug rdriy the appfcablld, of design smashes and properly h,eoyorge this design MO the overall buildv,gdesign. Smc girMiatedlstopmwMburklmgdmdmdualwssweba WorMoNmemb con . AddUraltempoWrandpemme.gh on, MiTek' Is go srequiredfor gabiay and to prevent coeapse with possible persmW inlay and property damage. Forgenerelguidanceregardingere fabrication. storage, deevey,em,con and bracing dausees and buss systems, see AMUMelf QmW Criom, DSBA9 and SCSI SuflWng Candedeed sect Pail East BIW. Safeylosamemon avaeablebom Truss Plgeing e,218NLeeE d,ade312.Alexandda VA22314. Tampa, FL 36510 Job Truss Type pty ply LHMJ7w T20251226 2327569-GEM-1807 Diagonal Hip Girder 2 1 Job Reference (optional) b.24u s Mar 9 2@D Mi I ex Industries, Inc. Tue May 19 09:37:022020 Page 1 ' 2-9-15 411-11 4-104i 4 NAKED NAILED 13 4.24 12 NAILED 3.4 NA LED 3 12 NAILED NAILED 11 2x4 II 2 2x4 li 4 4d 14 15 is 8 1 e 7 Sx8 _ NAILED NAILED 2x4I NAILED 4x6 =5 NAII.ED NAILED NAILED 4t1-ii ig-10-1 scale =126.6 Plate Offsets MY)- I2:0-3-40-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39. Vert(LL) -0.06 2-7 >999 240 MT20 244M 90 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.48 Hore(CT) 0.01 6 nya rda BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 581b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechan1ca1, 2=0-10.15, 6=Mechanical Max Hom 2=304(LC 24) Max Upl'm 4=136tLC 8), 2=600(LC B), 6=101(LC 5) Max Gmv 4-173(LC 28), 2-961(LC 28), &--394(LC 29) FORCES. (lb) - Max. Comp./Max. Ten —All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=13151256 BOT CHORD 2-7=3111889, 6-7=3111889- WEBS 3i=191292, 3£=953/334 BRACING - TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc purling. BOTCHORD Rigid ceiling directly applied or 10-0-0 Dc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=158; B=458; L=6011; eave=78; Cad_ II; Exp C; End., GCpi=0.18; MWFRS (directions[); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Thisbuss has been designed for a 10.0 psf bottom,chord live load nonconcoment with any other live -cads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areasvfieve a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 4, 600 lb uplift at joint 2 and 101 lb uplift at joint 6. 6) "NAILED" indicates 3AOld (0.148"x3") or2-12d (0. 1 48"x3.251 toe -nails per NDS guidlines. 7) 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 Inrrease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=70, 2-5=20 Concentrated Loads (lb) Vert: 11=207(F=103, B=103) 13=36(F=18, B=18)-16=36(F-18, B=18) This item has been electronically signed and sealed by Firm, Walter, PE using a Digital Signature. Printed -copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. PE kle22839 RiUekIJSA, ne.FLCsd8836- im Park* eon Blvd. Temps FL37810 Oete , May 19,2020 AWAIBUNG-Venfyd g0pa/ametersandREAD NOTES ON TNISANDINMUDEDMITEKR JauiNLEpAGEMIFTOgray. 1"ad015BEFORE USE Designvalid for use onlywgh MTekaconnecars. This design is based only upon parameters shmvn,and is loran lndMdual buildng component,not lot a Was, system. Before use the building designer must vailythe appkdopllhy of design parameters and proper Inmrporatethis design Into Me mode l bulMingdesign. Bma gindir tstopmwMWWngofindmdualWsswebmWortloMmembersony. AddNonalwmpmeryendpennenamN Cng MiTek' is always mqu'ued for stability and to pieveN wllapse wuh y possible personal injwand Property damage. Forgersrsi guid nearegardin, the fabrication, soage,dellvery, erection and bredng of Wsses and truss "am, add ANSI/fP/f Oveety Ldhn+, 05&89 end BCSl Bulltling component Salelylrnormation bbleb Truss Rg lnemge,216N.I 6W Suite312Alexandria,VAM14. 6904 Parke East BIW. Tampa,R 36610 Job Truss Truss Type Oty Ply T20251227 2327569-GEM-1807 HJ71 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:37:04 2020 Page 1 Scale =1:24.6 .....__ .....__ 2x4 II .....___ 4x9 —4 2x4 NAILED NAILED NAILED Plate Offsets (X,Y)— (1:D-1-13,0-1-01 LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) -0.03 55 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Ven(CT) -0.07 5.6 >999 240 BCLL 0.0 ' Rep Stress Ina NO VIB 0.53 Horz(CT) 0.01 5 n/a rue BCDL 10.0 Code FBC2017n1P12014 Matra-SH Wind(L-) -0.03 1-6 S99 240 Weight: 40 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-10-9, 3=Mechanimi, 5=Mechanical Met: Horz 1=219(LC 8) Max Uplift 1=252(LC 8), 3=151(LC 8), 5=186(LC 8) Max Grav 1=631(LC 29), 3=184(LC 28), 5=434(LC 28) FORCES- (lb) - Max. CompJMax. Ten. -All forces 25P(Ib) or less except when shown. TOP CHORD 12=1116/394 BOT CHORD 1-6--w525/942, 5-6=-US1942 VLEBS 2-6=0/274, 25=1016/566 BRACING - TOP CHORD- Structural wood sheathing directly applied ors-2-15 oc purins. BOT CHORD Rigid ceiling directly applied or 8-0.6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; B=45ft; L=608; eave=7ft; Cat. II; ExpC; Encl.. GCpl=D.18; MVVFRS (directions]); cantilever left and right exposed ; Lumber DOL=1.60 plate grip-DOL=L60 2)-This truss has been designed for a 10.0 psf bottom -chord liveJoad nonooncunent with any other live loads. 3) - This truss has been designed for a live load or 20.Opsf =the bottom chord in all areas where -a rectangle 3-6-0 tall by 2-0.0 wide - will fit between the bottom -chord and any other members. 4) Refer to girde.qs) for truss to buss oormections: 5) Provide rnecha ticalconneci(by others) of truss to beading plate capable of withstanding 252111 uplift at joint 1, 151 lb uplift at Joint 3 and 186 lb uplift at joint 5. 6y "NJAILED" indicates 3-1Od (0.t4B'A'q or 2-12d (0.148'X3.25") toe -nails per Nos guidlines. 7) In the LOAD CASE(S) section, lntu_ppiled to thsfaceDf the truss are noted as from[JF) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3=70, 1-4=20 Concentrated Loads (lb) Vert 7=103(F) B-2(B) 9=90(F=18, B=72) 11=0(B) 12=38(1`=18, B=20) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P:Fi m PE Nd=9 Vh`.k USA:tne FLCad66U , OUPOAtEag5Nd.mpe TaFL d361U. Data:', May 19,2020 WARNING - Verify deign parameters antl REA D NOTES ON THIS AND INCLUDED MIT EK REFERENCE PA GE Nn r4r3 rev. 10,10"015 9EFORE USE. Design said for use only wM MTek®wnnecrors. Miss design is based only upon parmeers shown, and is loran lndivldual bugN,g mmponenl net a Wss system. Beans use, the o lding designer mudvedythe applicability of design promises mises and pmp rly Inmryorde this design see the overall buiningdesign. Braiding intended is to prevent bucking M individual Wes web andfor chord members drily. Addrumaltempo2rywepermanent Mating MiTek' 6alweys undo ra lyandtoprewNmUA wwilhpos Uepersmisl Nlmyandpmpmyda=p. Forgeneralguidamore,ardirg Ne febitwton,domge,denser,, erection and trading oftrsses and Wes Vstems,see ANSNPIf Guafky Creads, OS"9 and SCSI Beefing componerN 6904 Parke East BF.d. Safefylnfarmation a Mblehan Truss Plde Inddule,218N.Lesabed.6fte312,Nexandda,VA=14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20251228 2327569GEM-1807 K1 Hip Girder 1 Job Reference lanfiforall Builders First Sourr», Plant City, FL-32566, a 3xB = ax12 i 3 8.240 s Mar 9 2020I Industries, Ina Tue Scale =1:35.4 IP = Sx8 = Special Seal Spe6a1 U12 MT20HS Specal LOADING (II TCLL 20.0 TCDL 15.0 BCLL CD ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1; 25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TP12014 call. TC 0.95 BC 0.53 WE 0.99 Matrix-SH DEFL. In VergU-) 0.18 Vert(CT) -0.26 Horz(CT) 0.07 (loo) War Lid 10 >999 240- 10 "785 240 7 Na Ida PLATES MT20 MT20HS Weight: 225 In GRIP 2441190 1871143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x6 SP No.2, 5-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-11 ac bracing. BOT CHORD 2,06 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=04e-0 Max Harz 2=187(LC 24) Max Uplift 7=4427(LC 8), 2=3011(1-C 8) Max Grow 7=9211(LC 1), 2=5796(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=11349/5586, 3-4=11205/5618, 4-5=10928/5391,S-6=12437/6074, 6-7=14368/6928 BOT CHORD 2-11=-4810/9917, 10-11=5734/11914, 9-10=5734/11914, 8-9=5942/12402, 7-8=5942/12402 WEBS 3.11=2502/5175,4-11=12411567;4-10—MI412091,4-9=n65VSIB, 5-9=2478/5153, 6-9=1500/732, 6-8=107012328 NOTES- 1) 2-ply truss to be connected together with 10d (0.131nxY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0.7-0 cc, 2x6 - 2 cows staggered at 0-9-0 oc. This item has been Bottom chordsconnected as follows: 2x6 - 2 rows staggered at 0-3-0 oa We11s connected as follows: 2x4 - 1 row at 0-9-0 oc. Electronically signed and 2) All loads are considered equally applied to all plies, except 8 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to sealed by Finn, Walter, PE ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. using a Digital Signature. 3) Unbalanced roof live loads have been considered forthis design. Printed Copies Of this rineCO P Wind: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL�.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=6Dft, eave=7ft; Cal. 11; Exp C; End., GCpi=0.18; MWFRS (directionall; cantilever left and right exposed ; Lumber DOL=1.604tlate grip DOL=1.60 document are not considered 5) Provide adequate drainage to prevent water ponding. Signed and Sealed and the 6) All plates are MT20 plates unless otherwise indicated. Signature must be Verified 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. on any electronic copies. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. wabrP. Finn PE Nb.22639 'Wrek 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442716 uplift at joint 7 and 3011 Ib uplift OSJ0na FLCan6634- -. East eNd Tampa n 3ki0. at joint 2. IsilmParke Dater May 19,2020 ®WARNING. VeneydemmopimummensandREADNOTES ON TMSANDINLIUDEDMBEKREFERENCEPAGEWPW3rsv. 1000340158EFOREUSE Desgnvalid mruseonlywiun Mi7eklemenestres.This design isbased only upon perameteeshoni.ands foram iMividual building componem,nol atruss system. goddesses, the buffoling designermust very the appli,ability of design paremetersandp pmylnoomomtetbu design untolheowrel b"mgdesign. Becmgnir distoprewntbucp'atg WbdiNduAMmw mWor6mmmembem Wily AdddlOnattempeor,and porommembraing WOW Is alwsys resume! for strung and to peverd collapse with posslble personal injury and property damage. Forgenemlguldanteregardingihe demeanor, stoege, 0e0vetweeamn and bmdng WVusses and! ones systems, see UISVII11 overly Criteria, D5889 end B=1 Building components 6904 Parke East Blind.SeIeQ IMormadon ava6a01e from Truss Plate Insldu1e. 218 N. Lee street, Suite 312, Addends, ndds, VA 22314. Tamps, Fl- 36610 Job Truss Truss Type Qly Ply T20251228 2327569-GEM-1807 K1 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, B.240 s Mar 9 2020 Mffek Industries, Inc. Tue May 19 09:37:W 2020 Page 2 ID:W45BD_oAQJSRgzhHYyxgl?zlbQq-Ub9ggQl EStCOBEgZPhIDOU7vNe514aiFxkH7=EF h NOTES- 10) Hanger(s) or other connection devices) shall be provided suigcierd to support concentrated loads) 3826 lb dawn and 2040 It, up at 7-1-8, 1898 Ib dovm and 903 Ib up at 9,0-12, 18981b dawn and 895 Ib up at 11-0-12, 18981b down and 909Ib up at 13-0-12, and 18981b down and 909 Ib up at 15-0-12, and 18991b dawn and 90916 up at 17-0-12 on bottom chard. 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=125 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 5-7=70, 2-7=20 Concentrated Loads (Ib) Vert: 11=3787(1s) 15=1898(F) 16=1898(F) 17=189B(F) 18=1898(F) 19=1899(F) ®WARNING,Verffydesrgnparame ndREADNOM ON MS AND INCLUDEDMNEKREFERENW PAGE hg)-7473ret, 1MV1015BEFORE USE Desgnvalid bruse dnry Im MTeldDcon embre.Thisdesign is based onryuponpammetemshown, and is for an individbatbutlefirs, component, not a truss system. Before use.thsblmNg degnermustvetBy the appgrabilay of design parameters andpmpedyincorpordethildesign intothe overall beildvlgdesegn. BracingIndicxtedistopreventbuWmgollndMdualWsswebsnNwtltaNmembenmly MetWonaltempo2ryamdpamenmrtbreerg MiTek' Is rways required for stabifty and to preventcollapse wW passible personal inluryend pmpedy damage.Forgeneral guidatice regarding the Wriest.,storaged.bsby,ereelion and b2dq ofbusses ant truss ayseems, see ANSUIPIf DuaFny Cdters. DS"9 and 8=1 Bung Component 6904 Parke East 8W. Sefetylydormafron av tla M1 Tmss Plde InMROe,216N.txre&md.Sucre312,Nexandtb,VAMi4. Tampa, FL 36510 Job Truss Truss Type Cy Ply T20251229 2327569-GEM-1807 K2 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 4x6 = 8.240 s Mar 92020 Mll Sparta 4� = NAILED Special NAILED 3x4 = NAILED 44 — 3 13 4 14 5 Special NAILED special 5450 F 13-0-0 I 1B4)-0 5-0-0 fl -0 YPYAI Scale -1:36.4 rP = 3x4 = Plate Offsets (X Y)— 16:0-0-0 0-0-131 LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.54 Vert(LL) -0.14 7-9 >999 360 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -OX 7-9 >669 240 BCLL 0.0 Rep Stress Ina NO WB 0.22 Hoa(CT) 0.04 6 nm Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wnd(LL) 0.08 7-9 >999 240 Weight: 831b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=D60, 2=06D Max Hoar 2=159(LC 24) Max Uplift 6=553(LC 8), 2=788(1.0 8) Max Grav 6=1263(LC 3D), 2=1455(LC 29) FORCES. (lb) - Max. COmpJMa1L Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=2180/874, 34=1869/819, 4-5=1934/889, 5-6=22361940 BOTCHORD 2-9-74311885779=985/2222, 6-7=725/1864 WEBS 3.9=61/573, 4-9=4451357, 4-7-4021319. 5-7-671574 BRACING- TOPCHORD Structural mod sheathing directly -applied or 361 oc putting. BOTCHORD Rigid ceiling directly applied or 6-3-6 oft testing. NOTES. 1) Unbalanced roof live loads have beenconsidered for this design. 2jWnd: ASCE 7-ill; Val 70mpk(3�secend gust) Vasd=132mph; TCDL=4.2psf;BCDL=S.OpsF h=15ft; B=45ft; L=60ft; eave=7$ Cat. II; Exp C; Encl., GCpi=0.18; MW°RS{directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gdpDOL=1.60 -3)-Provide adequate drainage to prevent water pending. 4) This buss -has been -designed fora 10.0 psf bottom chord live -mad noncencument with any other five -loads. 5) - This truss has been designedlor a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 260 wide will ft betweenfIrsLottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5531b uplift at joint 6 and 7881b uplift at joint 2. 7) *NAILED" Indicates310d (0.1487Co1 or 3-12d (0.148"x3.25')toe-nails per NDS guidlines. 8) Y.anger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 499 to down and 358 lb up at 5-0-0, and 499 lb down and 358 lb up at 1360 on top chord, and 108 It, down at 560, and 108 Ib down at 12-11-4 on bottom chord. The design/selection of such connection deviol is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inaease=1.25 Unnenn Loads (plf) Vert: 1-3=70, 3-5=70, 6E=70, 2-6=20 Concentrated Loads (lb) Vert: 3=-144(B) 5=144(B) 9=64(B) 4=47(B) 7=-64(B) 13=47(B) 14=47(B) 15=26(B) 16=26(B) 17=26(B) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wahar P Fvm PE'Na9899 Nrfak USA Inc.FLCmt4696 , b'9041'sorb Bast Blvd. Tampa FL 33910 Datett May 19,2020 ®WARNING.VornydWgn Pamn fr and RFADNOMSONMSANDINCLUDEDMBEKREr NCEPAGEMP703] v. 10032015BEFOREUSE Design valid for use onyw8b MRekaoonneciars. Tbis design is based only upon parameters sbown, and Is for an IndiNduai funding bbmponent, not �� e Wss system. Before use, the butiMng designer must vedyme appiirabiay & design parameters and propeM Inmrporete 01s design into the owretl buldingdeslgn. BreGng indicated is to prewnt bucker, 0 lntlMdualtrss web andror Nord members only. AdefterolompoleyendpemuneNbrad, Ni7ek' Is aware required for siabllny and to froward Wapse wet possible personal injury and property damage. For general guWense regarding me flbtlrstlon,storage, derwery, erection and brecig or stews and Wes systems,see ANSV1pll own, Canada, DSB88 and BCSl Bandana Companeld 6904 Parke Fast ew. SMefylydormeflan awibabb Wm Truss Rate InaWNe. 218 N Low forest. issue 31Z Alexandra, VA=14. Temps, 19L W610 Job rvss Truss Type 0ly Ply T20251230 2327%9-GEM-1807 L7 ROOF SPECIAL 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 5x9 = Sx 18 STI.SId1 SN' = 8.24D s Mar 9 2020 MRek Industries, Inc. Tue 19 09:37:11 2020 1¢ !-9iF-�:I.918 34 = and — 0A-0, 2-M 5-2-1D15 7$s19D 10.4-0 12z-7a-1141 1&S12 N 2sg 17-10-11 20-0-0 2AA-0.. zszI zaa I i zn Swle =1:42.8 Plate Offsets (X,Y)- [11:0-0-0,0-0-0], [14:Di-0,0.3.15], [15:0.D-0,D-0-0], [16:0-0-0,0-0-0] LOADING (pdf) SPACING- 2-0-0 CSI. DEFL. in (Mc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.39 14 >615 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.89 14 -273 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.71 Horz(CT) 0.97 10 n/a nla ECDL 10.0 Code FBC2017/-rPL2014 Matrix-SH Wnd(LL) 0.53 14 >460 240 Weight 11016 FT=20% LUMBER- BRACING. TOP CHORD 2x4-SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3'Exmpt' BOTCHORD 5-14: 2xB SP 240OF 2.0E, 1-18.9-10: 2x6 SP No.2 REACTIONS. (size) 18=D-8-0, 10=0.8-0 Max Horz 18=248(LC 10) Mast Uplift 18=426(LC 12), 10=426(1_C 12) Mast Grev 18=909(LC 1), 10=909(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=2392/1526, 2-3=3958/2424, 3-0=484112792, 4-5=5059/2636, 5-6=5082/2636, 6-7=4637ID92, 7-8=3735/242478-9=2234/1526, 1-18=972/663, 9-10=898/663 BOT CHORD 17-18=247/358,1617=1459/2547, 15-16=2233/4107, 14-15=2550/4958, 13-14=2550/4614, 12-13=2233/3707, 14-12=1459/2190 WEBS 5-14=2163/4329, 6-14=-309/681, 6-13=335/158, 7-13=279/925, 7-12=506/347, 4-V--W467, 4-15=2921158, 3-15=279/809, 3-16=_521/347, 1-17=1233LI995, 2-17-7741539, 2-16=79811402, 8-12-798/1363, 8-11=716/539, 9.11-123311867 Structural wood sheathing directly applied or 2-3-4 oc purling, except end verticals. Rigid ceiling directly applied cr 3.10.15 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4-2psf, BCDL-5.Opsf h=15ft; B-451t L=601t save=7f ; CaL II; Exp C; Encl., GCpl=0.18: MWFRS (directional) and C-C Extenor(2) 0.2-12 to 6-2-12, Interior(1) 6-2-12.to-1 0-4-0, Esderior(2) 10-4-0 to 16-", Interior(1) -16-" to 20-54 zone; cantilever left and right "posed ;C-C for members and farces 6r MWFRS for reaclions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 4x6-MT20 unless -otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcorrent.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 Brectangle 3-6-0 tall by 2-OO wide will fit between the bottom chord and -any other members. 6) Bearing at joint(s) 16, 10 considers parallel to grain veto e using ANSLTPI 1 angle to grain formula: Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 lb uplift at john 18 and 426 Ib uplift atjcird-10. This item has.been electronically -signed and sealed by Firm, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaBaripFinn PE Nomitio WTek1fSAlme FL Can66M 60041sarbFast Blvd. Tartlpe FL 33010 'Date_''.. May 19,2020 ®WARNING-Vargedesignpa.....w READ NOTES ON TIOSANDINCLUDEO MITKREFERENCEPAGEMFr4r3rev. IM341015 BEFORE USE Design valid louse onlywM Meek® connectors. Tbb design Is based only upon parameters under, and is for an noWm! Wrong camp rien, not a Wss system. Before use, iW Wilding designermustmillylna appOrabiGty of design parameters and properly sma, onde Nis design mie ire overall bulking design. arming Indicated isto prevent Welding oflntlMdual truss web andfor Moth members only. Additional temporary antl permanent losed, MITek' b steers named forslabill y and to prevent w0epse wan posslde personal Inluryand property damage. For general gukanse reganding Ne fabdw6on,stoage,delivery, eretlfon and bmdng oftnands and buss systems, we ANSUTPrr DualtWCftd,DSB SmdBCSIBuiWng Componerrr 6eo4 Puke East BIM. SalMylnrormafion evaWbk Dora Truss Flats In514Na, 21e N. Lae srset, Suga 512, Norandde. VA 2A14. Tampa, FL 36610 Job Twas Truss Type Oty Ply T20251231 2327569-GEM-1807 L2 Roof Special 5 1 Job Reference o "onal Builders First Source, Plant City, FL-32566. W U.2405 Mar 9 ZUZU all I nInalSNes, Inc. I us May iv w3viz 2020 rage 44 11 aside =1:44.1 id ST1.5x8STP = 3x8 II axe II ST1.6x8STP = ms4 N&]7 61u 10.? 10 13&11 1F11S 368D I 38I 32-1st I S3-i6 0-1-12 3Z-15 0.1-12 Plate Offsets(XY)- IT0-2-80-1-12117'0.2-80-1-12119:D-2-80.1-12111342-80-1-121 - LOADING (bell SPACING- 2-0.0 CSI. DEFL. in (too) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) -0.33 11 >740 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.74 11 >329 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.97 Horz(CT) 0.77 8 n1a fee BCDL 10.0 Code FBC20171TPI2014 MaWx-SH Wnd(LL) 0.42 11 >576 240 Weight: 121 Its FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2z6 SP M 26 WEBS 2x4 SP No.3'Except' BOT CHORD 1-14,7-8: 2x6 SP No.2, 4-11: 2x4 SP No.2 REACTIONS. (size) 14=0-8-0, 8=08-0 Max Horz 14=248(LC 11) Max Uplift 14=-426(LC 12), 8=426(LC 12) Mau Gran- 14=909(LC 1), S-M9(LC 1) FORCES. (Ib) -Max. Comp /Max.Ten. -All fans 250 (Ib) or less except when shown. TOP CHORD 1-14=W89/708, 1-2=3057/176$ 2-3=3140/1954, 34�4111/2209, 4-5=-4139/2208, 56=2955/1953, G7=2911/1765, 7-8=10174708 BOT CHORD 13.14=254/377, 12-13=1627l3060, 11-12=1748/3315, 10-11=1748/2974, 9-10=1627/2717 WEBS 4-11=1718/3387, 5-10=523/347, 6-9=373/397, 7-9=1482/2551, 5-11=19911401. 1-13=14B2/2658,2-13=395/397, 3-12=513/347, 3-11=13ltlD67 Sbucturel wood sheathing directly applied or 2-44 oc purlins, except end verticals. Rigid ceiling directly applied or 7-2-7 oe bracing. NOTPS- l) Unbalanced mofAve loads have been considered for- this design. 2) Wnd: ASCE 7-10; Vutt=170mph (3-second 9ust)Vasd=132mpb;_TCDL=4.2W. BCDL=5.Opsf; h=15ft; B=45ft;L=SW ,eave=7ft; Cat II; Exp C; Encl.,GCpi=0.18; MWFRS (directional and C-C Fxtedar(2) D-2-12 to 6-2-12 Antedor(1) 6-2-12to 104-0. Exterior(2) 1D4-0 to 164-0, Intemar(4) 164-0 to 20-54 zone; cantilever eft andrightexposed ;C-C for members and forces & MWFRS for reaaionsshovm; Lumber 00L=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 get bottom chord live loadnonconcu ent wi81 any other live loads. 4) - This truss has been designed face live load of 20-.Dpsf on the bottom cha d in all areaswhere a rectangle 36-01all by 2-0-0-wide -will rd between the bottom chord and any other members. 5) Bearing at jo;Irc(s) 14, 8 considers parallel to grain value using ANSUTPI t 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 4261b uplift at joint 14 and 4261b uplift atJON 8. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wallerp- FmgPENd3MM MTakYSA, Ioe. FL Cad 66N Mad P9ike East BNd.-Tampa FL 33610. Date' May 19,2020 ®WARNING -Verily Cewgnparemararsani READ NOTES ON MSANDINCLUDED A6TEKREFERENCE PAGEMIF7473me 1W=015BEFORE Us,. weew Design valid for vae onywtlb Woes connectors. This design is based ony upon parameters shown, and is for an (iniMu nd building semponem, not lot a buss system. Before use, the building designer mustvedfy the ad,d abilily0 design parameters and prepedy Neoryorele this design bed the m edl among indicated lsto budding ofvldividual dead, web andror Clard members onty. AdtlNonel temporary and permMenlbracinA MiTeW buildinAdesign. prevnn is always reguiedfor vebiliry and to prevsM collapse won possible personal injury and properly damage. Forgenerelguidancengardingthe febnna4an, storage. derwe and bracing ofbussem s and truss eyrtas,see ANSg lQuality CrUeria, OSa89 antl SC5l Building Coreasneal 6904 Parke East Blvd. :eofion Garnybrronnafbn evdilablebom Truss Plane lnsWele, 218 N. Lee Strea Sude 312. Alexandria. VA Y1514. Tampa FL W10 Job Truss Truss Type Qty Ply T20251232 2327569-GEM-1807 l] Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL-a2565, 8.240 s Mar 92020 M7ek Industries, Inc. Tue May 19 09:37:15 2020 Page ID:W456D MQJSRgzhHYyxgl?zlbQgjJCEZV8U(eL9HRQYboLs4vMf7M. MBz1KgPGytzEzpY 6-9-13 13-0-3 20.2-0 6-9-13 64i6 6-9-13 3xii = &B = 4x6 = us = 3xe = 68-73 1f41-0 134J 20.2-0 G9-73 I 333 333 1 6813 Scale=l:3B.5 Plate Offsets (X,Y)— 12:0-3-8 0.3-01 [3:0-3-0Edge) (4:038 0-3-0) 18:0-0-00.3.12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Tr 0.98 Vert(-L) -0.31 8 >775 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.69 8 >344 240 BCLL 0.0 ' Rep Stress Inc YES WB 0.78 Horz(CT) 0.72 6 n/a We BCDL 10.0 Code FBC2017/rP12014 Matr&-SH Wrici LL) OAT 8 >512 240 Weight: 116 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExcepV 2-8,4-8: 2x4 SP No.2 REACTIONS. (size) 10=11ilechanical, 6=10echanical Max Uplift 10=429(LC 12), 6=419(LC 12) Max Grav 10=894(LC 1), 6=894(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5.3-10 oc bracing. WEBS 1 Row at midpt 1-9, 5-7 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (th).or less except when shown. TOP CHORD 1-10=-B44/604, 1-2=1743/1061, 2-0=5109/3012, 4-5=17431TO61, 5.6=-844/604 BOTCHORD 8-9=118911935, 7-8=1189/1935 WEBS 1-9=111411834, 2-9=1324/954, 2-8=2060/3469, 4-8=2060/34E9,&7=-1324/954, 5-7-1"4/1834 . NOTES. 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4-.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eaves=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directionaft and C-C Extedor(2) 0-1-12 to 6-1-12, Intedor(1) 6-1-121o20-" zone; cantilever left and right exposed ;C-C for membersand forces & MWFRS for reactions shown; Lumberi)OL=1.60 plate -grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 per bottom chord live load nonconcum nt with any otherlive 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 vide 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 buss to bearing plate capable of -withstanding 419 It, uplift at jointTO and 419 Ib uplift at joint 6. This item has been electronically signed and sealed by Finn, Walter, PE using -a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Wafter P, Finn PE ivai2m9 N4Weklt9A;6c FL CM6M' ,. _.,. 66W ParheEast Blvd Tampa Fl. 33610. 09K, May 19,2020 AWASWING - Vedrydaehopararmehers and READ NOTES ON TMSANDINCLUDEDMITEKR£FERENC£PAGEMIF7l3 rev. li=Mi!015BEFORE USE DegnvalidbrumonN MMneMwnne=m.TalsdeWgnisbasMmyuponp=mete25h , EsMranlndiWdudbu0dMwmponer,Lnd 8 Was system. Seem use, the Whiling designermust verdythe appg®biny Odessa parameters andproperty mceporvte flat design Me Me overall leWldingdesign. erecmginTtWedisWpmv Wrhfngor NdMN alWnwebmdlw MoNmembersmy. Aftiftnaltemporarysix,emmemb2dng Mel( Is always ne u'ued for stabiny and W prevent m9apsb wM possible personal injury and property damage. For general guidance regarding me fabrication. storage, deWery, enseon and bred, Mtmsses and "es systems. me ANSI?PH DuaW commit, DS9,43 cad BCS1 Superior, Componeor 6904 Pane Fast BNd. Salerybeformallon available escort Truss %ate in a e, 218 N. Lae BIre Sude 312, AlexmdM. VA22314. Tampa, FL 35610 Job Truss Truss Type Dry Ply T20251233 2327569-GEM-1807 L4 Root Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32b66, sea = 34 II U.ZAU 5 Mar 9 ZUZU MI I elf InauSNes, Inc. I Us May IN Ua:J/ab ZULU ?age 1 34 = 3x6 = ass = Scale -1:41.0 LOADING (par) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20171TPI2014 Cat. TC 0.73 SC 0.5B WB 0.95 Matrix-SH DEFL in Vert(LL) -0.10 Vert(CT) -0.21 Hom(CT) 0.23 Wind(-L) 0.14 (too) Well Ud 8 >999 360 8 >999 240 6 n/a n1a 8 >999 240 PLATES GRIP MT20 2441190 Weight 1241b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SPI No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oo pudins, BOT CHORD 2x4 SP NM2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direly applied or 6.2-8 oc bracing. WEBS 1 Raw at micipt 1-10.5-6 REACTIONS. (size) 10=1VIechanical, 6=Mechanical Max UPI'm 10=-419(LC 12), 6=419(LC 12) Max Grav 10=894(LC 1), 6=894(LC 1) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=840/603, 1-2=129WB6, 2-4=2388/1416, 4-5=12961786, 5-6=840/603 BOTCHORD 8&9=-891/144T, 7.8=-891IW7 WEBS 1-9=-861/1423, 2-9=1126/835, 2-8=770/1268, 4-8=77ZI1268, 4-7=1125/835, 5-7=86111423 NOTES- 1) Wind: ASCE 7-10; Vuh=470mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCOL-S.OpsY h=1Sft;-R=45ft; L CDR; eave=7ft, Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 20-04 zone; canglever left and right exposed ;C-C for members nr d fomas 8 MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water-pording. 3)-Ms tress has been designed for a 10.0 psf bottom chard Jiveload norrancement wigs any other live loads. 4) -This truss has been designed for alive load of 20.Opsf'onthe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide will rd between the bottom chord and any other members. 5) Refer to girder(s) for truss to hossconnections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of -withstanding 419 lb uplift at joint 10aad 4191h'apli0_ atjolyd 6. This item has-been electronfcaltysigned and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaitaiE-Finn PE'kti.=M WTek1JsA:hid: FL 6A N34 6904 Pub East Blvd. Tampa FL 33510 Oeter• May 19,2020 ®WARNING-Venlydealgnpararmlars and READ NOTES ON MS AND INCLUDED M1OTEK REFERENCE GAGE MIF7VII rw. 1MM015 BEFORE USE valid for use anlyweh M7e1iss corandurs. This design Is based my upon paameters shmm, end Is far an IndMduel Wildng mmpomN, not lotDesign a truss ¢ystem. Before use, the building designer must velifythe eppHosaray of design parameters and pmpe,ym Inryorele this design Imo the overact bulltlNg design, Bredng Indicated is to prevent buckling ar IndMduel truss web and/or NON members any. Additional temporary and permanent bredng MiTeW Is allmya regulred for slabllfty and W prevent maapse wbh possible parmnal injury and prepedy damage. Forgenerelguldannaegardingwe fabdmdan. Carega, detivery,erecean and bred,pNW¢msand Wss ¢ynemz, see ANSI?Mi Overly Ontario, DSaa9 and BOSI Building Componem sees parks East and. SeleylNormNlon avagebM/min Truss Plata lndtlNe, 21B N. Lee Basal, Sufte 312 Alamidda, VA 2231d. Tampa FL cast Job Truss Truss Type Qty Ply T20251234 2327569-GEM-1807 LS Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 Mnek Industries, Inc. Tue May 19 09:37:19 2020 Pagel ID:W458D_oAOJSRgzhHYyxgl7zJbQq-b5RkPsB00bem3jKgeQoEM1PDo4zl_SDFSNT5ezEzpU 13-2-1 2o-2-0 MI 6-2-0 7-0 3x5 = 3x4 = ors = 3x4 = 3x6 = 19 011 srala =1:462 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) -0.08 9.10 0999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.18 9-10 >999. 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.88 Hom(CT) 0.14 6 n1a Na BCDL 10.0 Code FBC2017/-rP12014 Matrix-SH Wind(LL) 0.09 8 >999 240 Weight: 133 lb FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2z4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (size) 10=11fechanical, 6=Mechanical Max Uplift 10=.419(LC 12), 6=-019(LC 12) Max Grav 10=894(LC 1).6=894(LC 1) FORCES. (lb) - Max. CompJMm. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10--839/602, 1-2=1001/607, 2d=1548/918, 45=1001/607, 5-6-839/602 BOT CHORD 8.9=692/1119, 7-8=692/1119 WEBS 1-9=707/1169, 2-9=984r750, 2-8=-056/74(1, 4-8=4551740, 47=9841750. 5-7=707/1169 Stmctural wood sheathing directly applied or 4-1-5 on pudlns, except end verticals. Rigid ceiling directly applied or 7-0-7 Do bracing. 1 Row at midpt 1-10.5-6 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL-5opsY h=15ft; 8=45ft; L=6011; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-1-12 to 6-1-12, IMenor(1) 6-1-12 to 20-0-4 zone; cantllever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to -prevent water ponding. 3) This -truss has been designed for a 10.0 pat bottom chord live load nonconcu ent 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 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 o1 withstanding 419 lb uplift atjoird 10 and 419 lb Uplift at joint 6. This item has-been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. welter P-Fiim PE tie 2men MITetr.USA, lee FL Ced 663E SM Parke East Blvd Tampa FL MIND Date: May 19,2020 AwARNING- Verity design mrartnfers and READ NOTES ON THIS AND INCLUDED AVTEK REFERENCE PAGE AVA7473 rev. 1042=015 BEFORE USE. Design valid (or use only with WHOM connectors. This design Is based only upon parameters shown, and Is fordo Ind vemi boating mmponem, not �� Wste a ss system. Before us ore, the building designer must very ties apparMM, of design parameters and property Inmmorste this design lende overall buidirgdoslgo. BraWg IndirAed is to pravem drekMg oflndMdual Wss web anNor Mond members only. AddilomItemporzryandpeimaneMboxeng MlTek' Is always required for stabilayand to prevent m6apse wide possible personal injury and property damage. For geoemi guidance regaling the fabrication. Do =. delivery, erection and trading of busses and hues systems, see ANSIl7Plf Dualhy coffee, IXI and BC518ut16ng Component seo4 Palle East Blvd. sorwylarormef/on anWele from Truss Plate lnsmete,218 N. Lee Stunt Mae 31Z Nexandria, VA 22314. Tampa, FL 30510 Job Truss Truss Type Oy Ply Tzazslz3s 2327569-GEM-1807 L6 Roof Special 1 1 o Lionel Job Reference 6ulwalm First bourse. Want lmy, rL-J2OGb, _ __.__ __.__ __ _ __ _____ ___.�.. .•=y am__._____. 3x6 = 3x4 = 3x6 =3x4 = ass, = Scale =1:51.9 6 10 34 I sg1 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.63 Vert(LL) -0.OB 6-7 >999 36D MT20 244/190 TOOL 15.0 Lumber DOL 1.25 Be 0.51 Vert(CT) -0.17 6-7 >999 240 BCLL 0.0 Rep Stress Ina YES We DAB Horz(CT) 0.11 6 n/a n1a BCDL 10.0 Code FBC20171TPI2014 MatrixSH Wnd(LL) 0.07 8 >999 240 Weight: 143 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (shoo) 10=11ilechanical, 6=Mechanical Max Uplift 10=-419(LC 12), 6=419(LC 12) Max Gray 10=894(LC 1), 6=894(LC 1) FORCES. (Ib)-Max.Camp./Max-Ten.-All forces 250(Ib) orless except when shown. TOP -CHORD 1-10=838/601, 1-2=616/495, 24=1144/679, 45=-816/495, 5-6- 838/601 BOTCHORD 8-9=5661911, 7-8=566/911- WEBS 1-9=-617/1020, 2-9=893/695.2-8=327/523, 4A=327/523, 4-7=893/695, 57--617/1020 Structural mod sheathing directly applied or 4-a-7 oc Fading, except and verticals. Rigid ceiling directly applied or 7-94 oc bracing. 1 Racy at midpt 1-10,5-6 NOTES. 1) Wind: ASCE 7-10: Vu8=170mph (3-second gust) Vasd=132mph; TCDL=4-2psf aCDL=5.0psY h=15ft; B=451t; L=60ft: eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directionaq and C-C Extedor(2) 0-1-12 to 6-1-12, Intedor(1) 6-1-12 to 20-0-4 zane; cantilever left and right exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber-DOL-1.60 plate_gripDOL=d_60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pst bottom chard liveioad nonconarnentwith any other live loads. 4) ' This truss has been designed for a live load of 20-Opaon the bottom chord in all areas where a rectangle36-0 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. By Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 10 and 4191b uplift at joint6. This itenrhas been electronically signed and sealed by Finn, Walter, PE usinga Digital Signattire-. Printed copies of this document are not considered signed and sealed and the - signature must be verified on any electronic copies. Wat arts Fin lPE timniu9 wrak ut;A4 tnc f,L cart6674 . 69g4PanA East Blvd. Tampa FL 33616 Dale: May 19,2020 ®WARNING- Vedty design pars hre and READ NOTES ON MS AND INCLUDED AVTEK REFERENCE PAGE Ml47473 ra, 1a410/2015 BEFORE USE. Design valld for use Only wM MReh®¢onnecwn. This design Is based ony upon pajama om shown, and Is for an IndlMdual bugSng mmponen, not Hff e Uwe ¢Went. Beture use, are building designer mug wady Ina appi.bli ty of des, parann l.m and pmpedy Inwrpand. Nis design ig0 the oaerall bulidingdesign. BmeingiWiWedistopmmWr MUNmem MMV. Addhionellemponnyandpeanan.nihoONg MiTek" gdfhdi4dua)Mwwebanwa IseMay¢requhadkrgabiRyandto,.swgepuwMpwSINepersonaliniWmdpmpehtydamage. FargenesIguldancehegadingthe Mbdl n, aomge, deVry , emWon and bmdng Otmsms end Vase Systems, see ANSUTRI ouellQ l.Mogq OSBa9 antl SCSI BW16ng Component 6904 Peke East BA. Seferylnkrmegon Tampa, R 36610 Job Truss Truss Type Qty Ply T20251236 2327569GEM-1807 L7 ROOF SPECIAL 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 Mrrek Industries, Inc. Tue May 19 09:37:23 2020 Page 1 ID:W458D_oAQJSRgzhllYyxgl7zJDQq-UshFEEFuS6LOEgl53UUkPbh5PESeEngCA4MhEPzEzpQ 7-0-0 13-2-1 1&9-0 12D2-0 ]4l-0 6-2-0 5-7-0 1.6.0 3x4 = am t2 3x8 = 3x4 = sons= Zx4 5x8 = 1 12 13 2 3 414 15 5 9 11 6dS O 34 I 1 7.0-0 1 10.14 1 13.2-0 1 18.9-0 120.2-0, ]41-0 3-1-0 31-0 S]-0 1-5-0 Scale-1:80.4 Plate Offsets (X,Y)- 15:0-3-0,0-2-01, 17:0.1-8,Edge) LOADING (pst) SPACING. 2-0-0 Cat. DEFL. in (too) Well IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.08 10-11 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC OA9 Vert(CT) -0.1610-11 >999 24D BCLL 0.0 ' Rep Stress Inc YES WB 0.93 HOR(CT) 0.09 7 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(L-) 0.05 9 >999 240 Weight: 165 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=Mechanical, 7=Mechanical Max Hoc[ 11=40(LC 12) Max Uplift 11=-037(1-C 12), 7=401(LC 12) Max Grant 11=892(LC 1), 7=895(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=�836/599, 1-2=689/418, 2-0=897/538, 4-5=-672" BOT'CHORD 9-10=417/770, 8-9=438/750 WEBS 1-10=561/926,2-10=832J659,4-9=216/418,2 =-244-_6,4-8=7701563, S-8=458/842, 5-7=898/632 SW dual wood shemhingt8rectly applied or 5-5.7 oe purling, except end verticals. Rigid ceiling directly applied at 8-10-1 Do bracing. 1 Row at midpt 1-11, 6-7. 5-7 NOTES- 1) Wind: ASCE 7-Mvuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=5.Opsf; h=151t; B=4511; L=608; eave=7191; Cal. II; Exp C;End, GCp Al8; MWFRS_(directional) and C-C Extedog2) 0.1-12 to 6.1-12, Interior(1) 6-1-12 to 18-9-0. Ekterior(2) 18-9-0 to 20-0-4 zone; cantilever left and right exposed ;GC for members and forc+s8 MWFRS for reactions shown; Lumber DOL=1.60 plate -grip DOL=1.60 2).Pmvide adequate drainage to prevent waterpending.- 3) This truss has beenCesigned for a 10.0--psf bottom chord live load nommncunent with any other live loads. -4) 'This.4usshas 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 cl.It and any other members. 5) Refecto girder(s)Scrtruss to truss connections. 6) Provide mechanicalcon lMliDn (by others) of truss to bearing plate capable of withstanding 437 lb uplift atjoint 11 and 401 It, uplift at joint 7. This item has been electronically signed and sealed byfinn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Weker P. nnn PEIid22B39 kbTek one San FLC Tampa ,. 69g41'arke East BN4 Tampa FL 39610. DMe- May 19,2020 ®WARWNG-V dfydasl9n ParamemnanGREAD NOTES ON Dw ANDINCLUDEDMTEKREFERENCE PAGEWb7V3 mr. 1a9.9Q0156EFORE USE. Design valid Mr use onlywah Mgel®mnnemors. TNs design Is based only upon Parsmmers shown, and Is Toren IndlMdual Wilding mmyonem, nm ��- a Mica system Reface use, Ow Wntlirg designer must vedygw appgmbiay of design pammetera mtl POPeM Nmryomle Nis eestpn'udo the overall bulldingdeslgn. Br mgiMiraledislopre Mbur ingdhdMdualMu webmWwm Mmembersmy. Addrionaltempomryardpwmanembmcing MiTek- a mways required for stability and M prevent mgapas with possible personal Injury and Property damage. For general poanoe regaling the fabdoa0an, domge,delivery, erection and bracing of Misses and buss systems,see AWRIVol10uo1Ry Creeds, DS"9 and SwU SWIM g Component Wee Paros East BW. SeraylMormaaon evagabk M1om Truss Pime Instkma, 216 N. Lee Sbeel Suge 312, Alexandea, VA 2X114. Tampa, FL 36610 Job Truss Truss Type Oty Ply • T202 51237 2327569-GEM-1807 LS Flat 1 1 Job Reference (optional) Sunders rant source, Vient ury, rL-a oec, M o.'ru a miw e'u . E`o................. FRE 34 = 9 10 ' ' 11 12 ` Scale - 1:50.6 13 7 14 a 15 34 115 Base II 3Ea.= S8= F9-0 12 12 20-2-0 F94 67-8 6-9-0 Plate Offsets(XY)— 12:0300-3-0116:0-3.00-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) fdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 7-8 >909 360 MT20 244M90 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 7-8 >999 240 BCLL 0.0 Rep Stress Ina YES We 0.32 Horz(CT) 0.01 5 Na Na BCDL 10.0 Code FBC2017/-rP12014 Matrix-SH Wnd(LL) 0.03 6-7 >999 240 Weight: 157 lb FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 8=Mechanical, S=Mechanical Max Uplift 8=419(LC 12), 5=419(LC 12) Max Grav 8=964(LC 17), 5=980(LC 17) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 1-8=835/595, 1-2=515/302, 2-3=515/302, 3-4=53(/303, 4-5�85V595 BOTCHORD 6.7-3031530 WEBS 1-7-484/828, 2-7=497/477, 3.6=-398/460, 4-6=486/853 Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 DD bracing. 1 Row at midst 1.8, 4-5, 1-7, 2-7. 3.7. 3-6. 4-6 NOTES- 1) Wind: ASCE 7.10; Vu8=170mpht -second gust) Vasd=132mph; TCDL=4:2psf; BCDL=S.OpsY h=15R; B=45R; -=608; eave=7ft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 20-0.4 zone; camilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1,6Dplate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live loadnoncodcurrent with any Dili loads. 4) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectengla3S-0 tall by 24-0 wide vri6 fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 8 and 4191b uplift at joint 5. This item has been electronically signed and sealed by -Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ViewP Finn PE NoM838 WTAUS". FL CM 6634 6904 Azilre East Blvd. Tampa FL 33619 Dide May 19,2020 AwA ma-VeMydealen Mramerenand R£ADNOMSONiMSANOINCLfIDEDA9 EKREFE NCEPAGEN6703 w. 10=7e15DEFOREVSE Design mild for use onyweh MTex®cennectors. Thle design Is based ony upon parameters wham, entl Is Man InaMdual Wilding mmpuneN, not ��• e Wss of andlor parenMern entl pmpetlydtfo al tete Ws deafenpearede ounnll en lamust wetl y thedual rues web Before use, the ed Istg cobuWMgoI eN ntazinp Bowleg Indicated tltempomryanaing Was wene,an NONmemberse.For MiTek" dodge prevent arod o pnwwd collapse in possible personal gerwal Me Is always required pmpeMdamaAe. Fargenerelgul Is roc tlebieymebo of asesandtruessonele,wentl De 9and&CSV End br ANSVA CMode, OSB�9 era SCSI BuaQnp Component Woodson. storage, tleevery,wciaT entl bmWeolbuas1 6iorps, sEast Ohd. 22Ouealy N. Lee Streateno,aee SaMylnlormmlon evananle aom T. Rate Inalflute, 218 N. Lae Saeel, Butte 312 AlemitlN, VA 2Zd1I. sastylledennedw. Tampa. FL 36610 Job ruse Truss Type pry Ply T20251238 2327569-GEM-1807 L9 Flat Girder 1 1 Job Referenm D Banal culloers rest source, ream ury, cL-szcbo, 44 = 7x10 = 1 g 2 mz4u s mar a zum ml l ex inausmes, mc. me may 1u uaarzu zuzu regal NAILED scale-1:49.1 3x4 NAILED NAILED 4xa 3 � ID 11 12 13 4 6 14 15 16 7 17 6 1e 19 2D 21 6 3x8 II M IMI) NAILED &a = 7x10 = NAILED NAILED 3,8 II NAILED Plate Offsets (X,V)— 12:0.5-0,0-4-81, 16:0-5-0,0-4-81 LOADING (par) SPACING. 2-0.0 CSI. DEFL. in (lac) gdeff Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TO 0.43 Vert(L-) 0.13 5-0 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.14 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.54 Horz(CT) -0.00 5 n1a rVa BCDL 10.0 Code FBC2017/TPI2D14 Mishmash Weight 178 lb FT=20% LUMBER- BRACING. TOP CHORD 2x6 SP No2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (size) 8=101echanical, 5=101echanical Max Uplift 8=832(LC 8), 5=964(LC 8) Max Gray 8=1309(LC 28), 5=1235(LC 28) FORCES. ill - Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD 1-8=SM661, 1-2=739/465, 2-3=739/465, 3-0=741/538, 45=10221741 BOTCHORD 6-7=538041 WEBS 1-7=-687/1096, 2-7=5DO/419, 3-6=5191286, 4-6=795/1102 Structural wood sheathing directly applied or 6-0-D oc purlins, except end verticals. Pigid ceiling directly applied or 9-4-12 oc bracing. 1 Row at midpt 1-8, 4.5, 1-7, 3-7, 4-6 NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (.-second gtim)Vasd=132mph; TCDL=4.2psf BCDL=5.Opsf, h=151t; B=458; L=60R; eave=7fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0psfbottom chord live load nonconrnfrent with any, other live loads. 4) - This -truss has been designed for a live load of 20.Opsf on the bottom chorfin allamas where a rectangle 3-5-O-tall by-2-0-0 wide will fro between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss totrussconnections. 6) Provide -mechanical con, call n-(by others) of9wss to bearing plate capableafwithstending 832 lb uplift at joint 8 and 964 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"xT) or 3-12d (0.14BN3.25")1oe-nails per NDS guidtines. 8) In the LOAD CASES) section, loads applied to the face-oLthe bussare noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead '+Roof Live (balanced): Lumber Increase=1.25, Plataln raise=1.25 Uniform Loads (plry Vert: 1-4=7p, 5-8=20 Concentrated Loads (lb) Vert: 10=-6(F) 12=6(F) 13=6(F) 14=43(F) 16=53(F)18=1(F) 19=1(F) 21=1(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaherP. Finn PE Ao22839 MTO USA�Irta FLCert 9634 W4Parke East BN4 Tampa FL 33610. Date: May 19,2020 ®WARNING-VwRy Eealgnparamalars anJREAD NOTES ON 70SAND/NCLUDEDAimaX EFERENCEPAGEWL7475 rev. 1OW2015 BEFORE USE Designwandtruseony, 3 MreMwnneClora.Thisdesign Isbased Doryuponparametershown,and IsfwenMMdualbugdrgwmporem,nd �� e WsssWem.Beromuse,RrebWdhgdeslgnermuslwr[NMappflellilyofdevgnparametersmrdpmpwly N=ryo Cthladesignhdotheoverall bulrdingdesign. BmWglnCit dlstopraventnekll VhdMdueMwwaw&wdadmembemwy AMalondtempomryamme edb g M7ek' Is alxap required for dealer and to prevent wilapse wan possible pmwnal injury and properly damage. Far general guldanceregarding the tabdw0on, meraga, tlegvery, ererlian an0 bredeg of W sees aM Vuss systems, see AN3VTPI1 quasar en(eda, DS"9 end scat Budding Component 69D6 Parke East and. Saine,bdolmmlen milabk Rom Tul RMotnsftNe,218N.L MmeLSude312A.dm,VAM14. Tampa FL 36610 Job Truss Truss Type Oty Ply T20251239 2327569-GEM-18W M7 Common Girder 1 1 Job Reference a lional Builders First Source, Plant City, FL - 32566. do 9 STI.5s8 Sn' NAILED 8.240 s Mar 92020 MTek Industries, Inc. Tue May 19 09:37:27 202D Page 1 ID:W458D oAOJSRgrhHYyxglWbOq-Mdwm4b[PWKrSjHLs]JZg2RsnPdsAkUo4iKuNBzEzpM 4,11 = sxd STI.S STP = 3a6 11 NAILED Scela =123A I8 Plate Offsets (X.Y)— I1:0-5-4 Edge] 13:0-1-12 Edcel LOADING (psp SPACING- 2-0-0 CSt. DEFL, in (log) 8de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.D5 34 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.12 34 -999 240 BCLL 0.0 Rep Stress Ina NO WB 0.36 Hom(CT) 0.02 3 We Na BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wnd(LL) 0.07 34 >999 240 Weight: 4911a FT=20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=0.8-0 Max Ham 1=134(LC 24) Max Uplift 1=395(1_0 8), 3=504(LC 8) Max Grav 1=930(LC 1).3=1291(LC 1) FORCES. (lb) - Max. CompJMm. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=16371645, 2-3=16311644 BOT CHORD 14=48311392, 34=-48311392 WEBS 24=-2771956 BRACING - TOP CHORD BWctual wood sheathing directly applied a 3-M oc pudlns. BOTCHORD Rigid ceiling directly applied or 9-10-10 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=170mph (3-secend-gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.OpsF h=15f4 8=45ft; L=60ff; eave=7ft; Cat. II; Exp C; End., GCpI-0.18; MWFRS (directiona); cantilever left and right "Posed: Cumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chordJive load-nonconcument 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-E0 tall by 2-0-0 wide will fit between thebollomUmrd and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 1 and 504 f o uplift at joint 3. 6) "NAILED" Indicates 3-1Od (0.141l"x3j or3-12d (0.148"x3.25') toe -nails par Nos guidlines. 7) 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 +Rod Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=70, 2-3=70, 1-3=20 Concentrated Leads (lb) Vert: 5=24(F) 6=109(F) 7=199(F) 8=289(F) 9=289(l 10=290(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wdti Find PE Ne22839 8694 Parke East EN6 Tampa R. 33610 Date.". May 19,2020 ®WARNING-Varxydsslpnparamerersend READ NOTED ON 411SAND1NCLUDEDMITEKNEF£12ENWPAGEMX703 mv. 1aALI015 MYOrtE USE Design vend fovia onlywali MneAIDrmmemre. This design Is based only upon parameters shown, and Is for an bMlAM.1 building com"nem, not �� a Wss system. Betae use, Me building designer must wffy De epplloabluty of design parameters and properly Incopone me design No Pe mniil bulldhgdealgn. Bradng Indicated is to prevent bulling 0 N4MduslWn web andnor Nod members only. Additional temporary and permanent bracing MiTek' Is always requlred rarstabilay, and to ponied collapse withpassible Personal Injury and gopedy damage. Fargenedguldanceregedingme tabdcobon. stomp, delivery, ereCion and boating allrassasaM Wssryatams. see ANSV 10u.WCraodo,DSB4r9endB=Builernp Component Soyatytnlomeaeon evabble fro Truss Rd. insI ..218 N. Lee Sb M Suite 3lZ X dit. VAM14. 6914 Parke East and. Temp, FL 36510 Job Truss Truss Type pry ply T2025124D 2327569-GEM-1807 M2 Common Supported Gable 1 =Rfemnw optional) imr auuiw, riaic'i" r� - aeaoo, 8.24o s Mar 9 2020 MITek Industries, Inc. Tue May 19 09:37:28 2020 Page l ID:W458D oAOJSRgzhHYyxgl?zlbOq-rpU8Hxll GezJLRw2sl4v f02KFCSvE=JM3SvdzEzPL 6 12-M 6-0O 6.0.0 4M = 3x4 4 8 7 a 3x4 C 2x4 II raw 11 as II Scale = I MA LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) Na - Na 999 MT2D 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.18 Hoa(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 451b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-M oo bracing. REACTIONS. All bearings 12-0-0. (Ib) - Max HDrz 1=138(LC 10) Max Uplift All uplift 100 Ito or less at joint(s) 1, 5 except 8=219(LC 12), 6=219(LC 12) Max Grev Ag reactions 250 Ib orlew-M joint(s) 1, 5, 7 except 8=407(LC 17), 6-007(LC 18) FORCES. (Ib)-Mans. CompJMax.Ten.-Allforces 250'(Ib)or less except when shown. TOPViORD 2.3�8/279, 3-0=8B/279 WEBS 2-8=302/615, 4-6=-302/615 NOTES- 1) Unbalanced roof live loads have been -considered for this design_ 2)-Wind: ASCE-7-10;-VuH=170mph (3-second gust) Vasd=13Zmph; TCDL=4.2psf; BCDL=5Dpsf, h=154�3=4511; L=6Dft; eave=211t; Car II; Erp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRSfor reactionshown; Lumber-DQL=1.60 plate grip DOL=1.60- 3) Truss designed-forwind loads in the plane of the truss only. For studs exposed to wind (nonnaHo the face), see Standgm! ndustry- Gable End Details as applicable, or consult quaffed building -designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-D-0 oc. 6) This truss has been designed for a 10.0 pelf bottom chord liveload nonconounentwithany other I'ureloads. 7) ' This truss has been designed for alive Iced of 20.Opsf on the bottom -chord in all areas where a reclangle3ED taliby24)-0 wide will rd between the bottom chord and any other members- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoiot(s}7., 5 except (jt=1b)- 8=219, 6=219. This -item has-been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walmr PJFam PE Ne.22839 MiTAUSA ine.FLCertli 61fgi Parka East Blvd. Tampa FL 33810 Date' May 19,2020 ®WAI M.Verily) y p amerers andt! AD NOTES ON MSANDINCLWEDM?ENREFEREWEPASEMIF7473 . 1MM158EFOREUSE Design valid brows slaysifth MTeMsnnsdors.Ths design is based"uponpa2metereshaxn. ardisferan lMivldual bWOingcamweem, not at system Before use the building designer must verify me applicabilityofdesign parreadersand prepwlylncopande Madeelp imathe oveW mildng design. Belong isMoaledistoprevemburkfng idindWidualWssweleandforchonimembers my. Addgiunalremporeryani permaneed basing MITek' 0 always required fm.nbi6ry and to prevem mAapm wdh possible personal ird rywd pmpedy damage. Forgeneral guidancenegarding f ei f2bdoater. samege.delivery, election and bmdngm Wsses and truss systems,... A Vrslf geetiry Crtreds, DS"9 endBOSI Builders, Oonedrenl 6904 peke East BM Sa/ngrinformadon a.a blefi Tmss Plate Ingm-.218N.LmS KSube312,Alexanmis,VAM14. Tampa. FL 361110 7 Job Truss Truss Type Dry Ply T20257241 2327569-GEM-1807 INFlat 1 1 Job Referenmo tonal Builders First Source, Plant Gdy, 1-1. - 3zb55, mz9u s mar B eueu mr I ex Inousmes, I=. I ue may in uYDC31 zueu Page 7 ID; W458D_oAOJSRgrhHYyxgl4alb0¢FOAH.Lv22MtCvedX9dck10YHSF76Yo04g6WycEzpl a9-0 ga-0a ' ag-0 I ao 3x4 = ZA II 3#1 = scale -1:46.9 1 7 2 g 3 6 5 4 LOADINGPSI) - SPACING- 2; CSI. - DEFL in (roc) gdefl Ud TCLL 20.0 Plate Grip DOL .25 TC 0.33 Vert(LL) -0.01 5-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Ven(CT) -0.02 5L >999 240 BCLL 0.0 ' Rep Stress Inc{ YES WB 0.34 Hom(CT) 0.00 4 Na Na BCDL 10.0 Code FBC2017/TP12014 Mati Wind(LL) -0.00 4-5 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD GOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. Allbeadngsg-0-0. (Ib) - Max Uplift All uplift 100 lb or less at joints) 6, 4 except 5=294(LC 8) Max Grav All reactions 250 lb or less atjoiri 6, 4, 4 except 5=580(LC 1) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=3861489 PLATES GRIP MT20 2441190 Weight: 801b FT-20% Structural wood sheathing directly applied or 9-6-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul70mph (3-second gust) Vasd=132mph; TCDL-0.2psF, BCD1.=5.0psf h=1511; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional f and C-C Extedori 0-1-12 to 6-1-12, Integor(i) 61-12 to 8-0-4 zone; cantilever left and rigimeXposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequatedreinage to prevent water Fondling. 3) This truss has been designed for a 10.0 per bottom chord live load noncancurrent with any other live loads. 4) - This buss has been designed for a live load of 20.0psUan the bottom chord inallareas where arectangle 3-6-0 tall by 2-0-0 wide will @ between -the bottom chord andlany other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) B, 4 except (jt=lb)- 5=294. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waher P, Fdn PE 90'22839 64Tab 115,50ne. PL Cm 6634 I fiat{ PaIM East fiN11 Tampa FL 7M76 Oetei May 19,2020 ®WARNING. Verydwignparametm and READNOTES ON MS AND WCLDDEDrdREKREFERENDE PAGE MP7473rev, 1QVM?015BEFORE USE Design valid for use oniywM MTeb®mnnectme. This design is posed ony upon parameters shorn, and is for an indiNdual bridling corporeal, not e truss system. Before use, be building designer mustveMythe applirablley of design parameters and ppedy Inmmorate This design Into me owmg buJdingdeslgn. Bmdnglr idwedistbpmwMb mgof NdMduWMwweban wNoNmembmmy. Pddabnal temporeryand permareb prating MITek' hallaysrequiredforat lWandWprewrdwnepwwWpo NeperwralINuyandpmpaMdamage. Forgenemlguidareeregamiogthe fabdraaon, worst, delivery, erection and Imwng ofWeses and truss systems, we ANS1177I1 Oualy Cefferi Dsii and BCBr Gu0mng component 6904 Parke East am. SafaylnWrms0i evellabieirmn Tr.Ss lnMW ,218KLeasb KSube312Nexandha,VA=14. Tampa, 7136610 Job Truss Truss Type pty Ply T20251242 2327569-GEMA807 N1 Flat 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.24D a Mar 92020 MITek 2r4 II U4 = 2c4 II ST1.5,m 9-6-0 S1r1.6x8STP = 5x6 = Inc. Tue May 19 09:37:33 2020 Page 1 Scale =1:43.6 LOADING (psp TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 CSI. TC 0.54 BC 0.38 We 0.27 Matrix-SH DEFL in Vert(LL) -0.24 Vert(CT) -0.45 Horz(CT) 0.00 Wind(LL) -0.00 (loc) Well Ud 4-5 >465 360 4-5 >243 240 4 n/a n/a 4-5 -999 240 PLATES GRIP MT20 244/190 Weight 68lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural mod sheathing directly applied or 6-0-0 act purling, BOTCHORD 2x4 SPM 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5="4.4=D-6-0 Max Upl'Ift 5=194(LC 8), 4=194(LC 8) Max Gran, 5=423(LC 17), 4=423(LC 17) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(lb) a less except when shown. WEBS 2rS=238MO,2-4=238/310- NOTES. 1). Wind: ASCE 7-10; Vuh=17Dmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; B=45ft; L=6011; eave=7ft; Cat. II; Exp C; Encl.. GCPI=0.18; MWFRS (directional) and C-C Extterior(2) 0-1-12 to 6-1 12, Interior(i) 6-1-12 to 9-0-4 zone; cantilever left and right exposed ;C-C for members and force" MWFRS for reactions shaven; Lumber DOL=1.60 Plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live toasts. 4) ' This truss has been designed for a4ive 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. 5)-Pmvide mechanical connectionlby others) of truss tola aring plate capable of withstanding 100 lb uplift atjoim(s) except 01=1b) 5=194, 4=194. itris item has been electronically signed -and seated by Finn, Walter, PE using a Digital -Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Water P. Firm PE 9027939 WTekU*Ina FLCM8634 6s04MeEast BNd.Tampa FL 33610 Date.` May 19.2020 ®WARNING-Verilydeslgnparamelemand READNOMOMMI5ANDINCLUDEDe1I7EKREFERENCEPAGENIF703rsv.1PD 05BEFORE09E Design valid for use onrywah Wake connadon. This dealgn Is bests aNy upon parameters shnan, and Is loran lodlNdual busing componem, not � a Vasssystem. 9efare use.Vwbuildm9designmustved"appUm Wdyofdesign pammamrs and properlyiowToretethis design irMNeosmel bulldNgdesign. Bracmgindiratedistopmretrt Wu g&hd'MduelWuwOmgor NoMmemberemy. MdlIcnaltemporeryandpmmane,dbracing MiTek' Is aMaya required for stabiey and fo prevmd collapse an, possible personal injury and pmpe,ty damage. For general guidance regarding the ralamadon, storage. delivery, creation and bredng of trusses and bus. systems, see ANSg 1Ovally CrfmKa, D9Ba9 and BCV Sulldlag Commoneda 6904 Para East BM. Seralylahanatlm evalebb fiom Truss Role Insllute, 218 N. Leo SVaeb guae 312 Naxantlrla, VA 2A1/. Tampa,M=to Job Truss Truss Type oty Ply T20251243 2327569-0EM-1807 N2 Flat 1 1 Job Ralarenm D tional Builders First Source, Plant City, FL-32556, e.240 5 Mar 9 202D MI I ek InclU6bleS, Inc I Da May 19 U9:d1:D4 2WU zx4 II yt4 = 2x4 II ST1.Sxe STP = STI.Sxe STP = Sae = See. -1:39.6 gG-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Ica) Vital List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ven(LL) -0.21 4S >521 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Ved(CT) -0.42 4.5 >262 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.23 Hom(CT) 0.00 4 rda nta BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wtnd(LL) -0.00 4-5 >999 240 Weight: 621b FT-20k LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=0-6-0, 4=D-6-0 Max Uplift 5=194(LC 6), 4=194(LC 8) Max Gray 5=414(LC 1). 4=414(LC 1) FORCES. (Ii Max. CompJMax. Ten. -All forces 25D (Ib) or less except when shown. WEBS 2.5=254r31, 2 4- 541331 StNfblml vmod sheathing directly applied or 64)-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: AZCE 7-10; Vuft=170mph (3-semndgust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15% B=45ft; L=60ft; eave=7ft; Cat. II; ExpC; Encl., GCd=0.13; MWFRS (directional) and C-C Extern 0-1-12Ao 6.1-12, Interion(l) 6-1-12 to 9-4-4 zone; cantilever left and dght�exposed ;C-C for members and faces.& MWFRS for -reactions shown; Lumber-DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water bonding. 3) This truss has been designed for a 10.0 par bottom chord live load nommnmmenl with any other live loads. 4) -nis buss hasbeeDaesiglled 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. 5) Provide mechanicalcannection (by others) of truss to bearing plate capable of whllstanding 1001b uplift at joint(s)except (jt=lb) 5=194,-4=194. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. walterp. Finn PEN0=639 Writ, Uti"h FIL Can SM 690E Fiats Exit Blvd. Tampa F133610 Date May 19,2020 ®WARNING- Vargydeslgnperameters and WADNOTES ON CMS ANDIN0.0DEDMNEKREFERENCE PAGE MIL)!!]rrv. 1D9]/i0f58EFORE USE valid for use only wM MTelte connectors. This design Is based only upon parameters shown, and Is far an tMMdual bidding somponeM, area but buss system Bef ve use, iM building designer must verily one appllrablMy of design parameters and properlyinmrpardte this design Imo iheaw asf buildingdesign.Brecht induced is b prevam buddi climfl al bussweb contraction] members only. Addnonal temporary elm permanem bratlng MiTek' beFxaysregui dfor5lablldymdtopmwNcollepsawMposvbiepma WinlMmdpmpellydamage. Forgeneralguidencaregamingthe rearws34n, slarags,nellwry..Won and bratlrp oftrusses end buss systems,see ANslnPlf Duardy, C A DS"9 and aCSfaugegng Component 6904 Paxe Fan Bi smodylnrerms seen ewgebb from Truss Plate Institute, 218 N. Lea strap, even 31Z Alexandria, VA=14. Tempe, FL 36510 Job Truss Truss Type pry Ply T20251244 2327569-GEM-1807 N3 Flat 1 t Job Reference optional oulla6rs oral Juu1W, rlarn ury, r✓ AZODO, zed II 3x4 = 1 8 2 B.24U s Mar 9 2UZU MI I as MOUSV1eS. Inc. I Us May W W3f:3b 2020 2x4 II 3 71 See = ST1.5x8 STP = ST15x5STP = 54 = goods =1:30.3 LOADING (ps) SPACING- 2-0-0 CSt. DEFL. in (loc) Vdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TIC 0.58 Vert(LL) -0.20 4-5 >641 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.41 4.5 >272 240 BCLL 0.0 ' Rep Stress Inrr YES WB 0.21 Hom(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matr4-SH Wnd(LL) -0.00 4-5 >999 240 Weight: 571b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5-060, 4=0-6-0 Max: Uplift 5=194(LC 8), 4=194(LC 8) Max Grev 5=414(LC 1). 4=414(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except whenshown. BOT CHORD 4-5=269/233 WEBS 2-5=280/367, 2-0=280/367 Structure[ wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 104-0 oe bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.0psf;irT5B;.B-05fY L=60R; eare=71t; Cat. II; Exp C; Encl., GCpi=O-1$ MWFRS (directional) and C-C Extenor(2) 0.1-12 to 6-1-12, Interior(1) 6.1-12-to 944 zone; cantilever left and right exposed ;1_C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=130 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noncaneumerd 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 dram and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100JIbLuplift atjoint(s) except Qt=lb) 5=194, 4=194. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed oopiesiof this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waller P. Fuai PE NOM839 wrakusA:Iriq F1'Cedigim ,.,. 6094 Park1 East edi Tamp FL 33610 Date May 19,2020 ®WARNING- VerydaslgnpanameM1n end READNOMS ON TMSANG INCLUDWAUTEKREFERENCE PAGENAW3 rw. 169L1015 BEFORE USE Design valid loruse onywbb Mirelt®comectom This design Is based only upon lameness shown, and Is foran bNMdual bugNng mmponaK not �%' .buss system. Before use. the eNlding diftgner mustverly the.ppRabNly of design panamoo. and pro,. Inomp.m a tbk deep iMothe mamel building design. Brading lndnaled is to prevent burkfmg of NOMduel Wss web andlorcboN membem Dory. Additional temporary and pmmenem breWg MiTek- u alwaya required for steblliy and to prevent mnapse wW poaslle a persmul injury and properly damage. For ganeml gulda2a regammg N. obdsallon,Mo.,.. ddivery,eredien and bracm, ofouseeseM Was aystems, sea ANSVIsil Queen,Cr/mrfe, U5889 and WSI Bu116ng Componwrt WeyUlrermNon evailabk ham Truss Plale Instduk, 210 N. Lea 3beeL Sude 312 Alexandde, VA 22316. 6904 Parke Den BIM. Tampa, a 36310 Job Truss Truss Type "by Ply T20251245 2327569-GEM-1807 N4 Flat 1 i Job RefereReferenceo Tonal Builders First Source, Plant City, FL-32566, 2x4 II 2x4 II M e.240 5 MN 9 ZUZU MI I eK M0usNe8, Inc. I ua May le Ue:3l::W ZULU 2x4 I Scale -122.8 ST1.5o8 STIR = ST1.5A STP = 8x8 = 3x4 = Plate Offsets (X Y)- (743-6 0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 5-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 5E >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.24 Hom(CT) 0.01 5 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Will 0.01 6-7 >999 240 Weight: 63 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=0-6-0, 7=0-8-0 Max Uplift 5=192(LC 9), 7=262(LC 8) Max Grav 5=411(LC 1), 7=486(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown. BOT CHORD 6-7-297n56, 5'c=297MS WEBS 3.5=411/338, 2-7=225/371, 3.7=415r356 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind:-ASCE 7-10; Vuh=470mph (3-sec nd gust) Vasd=132mph; TCDL=4.2osf: BCDL=S.OpsF h=15ft; 8=45ft; L=6Dft; Levi CaL 11; Exp C; Encl., GCpi=0.18; MWFRS-(directional) and C-C Exlerior(2) 0.1-12 to 6-1-12. Intelior(1) &1-12 to 10-14 zone; cantilever left and right "posed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) Provideadequate drainage to prevent waler_ponding. 3) This truss has been designed for a 1 0.0-pst bottom chord live load noncoaru rrem with any other live loads. 4) - This truss has been designed for a live load- of 20.0psr on the bottom chord in all areas -where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.theboltom chord and any other members. 5) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joirlt(e)-except(]!=1b) 5=192, 7=262. Thisitem has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Flim Pi NOM839 hWTekUSklnc� FLLbd 8g94 . ON4 iarke east invi Taldpe FL 3341C Da1� May 19,2020 ®WARNING- Ventydeslgnparamer¢rs and READ NOTES ON This AND INCLUDED AITTEKREFERENCE PAGE OP7V3 raw 1W3A?018BE1`0RE USE �■� Design Wid bruse onywb Mrie consesons."Is design Is based pay Upon parameters Noun, and is Wan IndWud banding comp.aso. no a Win system. Before use, the building designer must vedvent,Me eppArablllly of design parameters and pri MvWorete this design Into Me moll ball0ingdesign. BraWglndi edistopm"e buck gVhdMdualWwwebendlorOoNmembommy. AMMI,naltemporaryandpeonanneordping +�•j■�( MiTek' Is Leon, Insured for,tolft and to prevmd wilain a wills possible personal injury and popery damage. For generel gulden regarding the tabdwllpn. 51o2ge, de lYern.eR[110n and b2C11g O}W96¢s Md W5s 6n,Iems, FBO ANS Il QuaMy Cd de,DS"9mdBCWI MngCmponeM 6904 Palle Ea,t Bhd. Serelytnrerookas eveaable WmTosaRate In�Wu,218N.Leeabeet,Sufe312 Alex .VAM14. TampaR 36610 Job Truss Truss Type Oty Ply T20251246 2327559-GEM-1807 N5 Roof Special 1 1 Job Reference (options]) source, Plant 01ty, FL - 32556, 8.24D s Mar 9 2020 Mnek Industries, Inc. Tue May 19 09:37:37 202D 8.00 12 4x6 = grate: 1R-V Sr1.5r6 UP = ST1.5x8 STP = 3ffi II 2x4 II a7oa11-� Ss-e I ta3-D I ' a7� a7-6 aa-e Plate Offsets (X,Y)— (9:0-2-0,0.3.151. rl l:0.2-0,0.1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loin Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 5-6 >999 360 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 5-6 >999 240 BCLL 0.0 ' Rep Stress Iner YES We 0.21 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mahk-SH Wind(L-) 0.01 6-7 >999 240 Weight: 61 to FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 5=0-6-0, 7=08-0 Max Uplift 5=192(1-0 9), 7=262(LC 8) Max Gran, 5=411(LC 1), 7=486(LC 1) FORCES. (lb) - Max. CompJMax: Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-482r353, 3-4=-484/357, 4-5=368/36D WEBS 3-6=321/362, 2-7=480/572, 2-6=361/494, 4-6=357/495 Structural wood sheathing -directly applied or 6-0-0 oc purlins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vutt 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.OpsY h=1511; 8-05ft; L=6Dft; eave=7ft; Cat. 11;'Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterioc(2) 0-1-12to 5A-B, Intedor(1) 5-6-8 to 10-1-4 zone; cantilever left and right exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pointing. 3) This truss -has been designed for a 10.0 psf bottom chard live load nonconca mend with any other live loads. 4) ' This truss has beeadesigoed for a live load of 20.0psfon 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 mechamcel connection (by others) of truss to bearing plate capable of withstanding 100 to upiffl at)oint(s) except (jt=1b) 5-492. 7=262. This item has been electronically signed and sealed by Finn, Walter, PE usingaDigital Signature. Printed copies of this -document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE Noa839 Mft`G"8A,')pe FLCad6834 ,. em Pakofent Blvd Tampa FL 33610 Date; May 19,2020 ®WARNING-Vedlydealgnpanamekrs andREAD NOTES ON TIVS AND INUWEO ANTEK REFERENCE PAGE WA7473 rev. 1=1c,156EFORE D3E Design vem for use ony wan Welt®mnne sons. nes design Is based only upon parameters shown, and Is for an IndiAs uel boating mmponesm not design of Ensignpmammemend e Wssdesign aelomuse,theedls NLLdesignbnctheritbc bulkingdeslgn to Weldiverymaappadbs p osp. MIncpal tis mhurting eni nN cbommembersony MTek- dforkgiMkaletliop Mwbuddlnfthpd lepl prsPeM damage. Forgeneralds,0 regarding Ne rgenenaltemporsryaMingm. labdw orequiredforelabitn,antltopmvwdwngO npossiblepersonalIryuryan0 kbdrelinforpmge, daf ry,eretlionantl b,aGnp of Wages eM truss systems, cee ANSgTPll queliy Cdred4 DSa29 ontl BO3/aullNng CompanoeR Solarylnbrmallon evaikbk hour Truce Plme Inalltule, 216 N. Lee SWeL 5une;1Z AlereMde, VA 22314. East BIM. Tampa. FL 36810 To"..R. Job Truss Tuss Typo Dry Ply T20251247 2327569�GE!Vll N6 COMMON 7 1 Job Reference (whorl Builders First Source, Flom City, FL-32566, fry 8.240 6 Mar 9 2020 MRek Industnes, Ind. Tue May 19 09:37:39 2020 ST1.5VO STP = u' n ST1.5,114iTP = scale =122.8 4,11 = axe 2s4 II 0.72 5SE 103-0 17.0 417-8 I 4A-8 Plate Offsets KY)— (1:0-1-9 Edgej (1.0-1-12 0-1-0j (1:O-M 0-1-11 14:081 0-0-51 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) -0.03 1-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.06 1-5 >999 240 MT20HS 187/143 BOLL 0.0 ' Rep Stress ]nor YES WB 0.09 Hom(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(L-) 0.05 1-5 >999 240 Weight 511b FT=20% LUMBER - TOP CHORD 2x4 BE No.2 BOT CHORD 2x4 SP ND.2 WEBS 2x4 SP No.3 WEDGE Left 2x8 SP 24DOF 2.0E SLIDER Right 2x6 SP No.2241-0 REACTIONS. (size) 4=0-6-0, 1=0-8-0 Max Ho¢ 1=143(1_0-10) Max Uplift 4=209(LC 12), 1-209(LC 12) Max-Grav 4=446(LC 1), 1=446(LC 1) FORCES. (lb) - Max. Cc mplMax. Ten. -All forces 250 (lb) or less except.vmen shown. -TOP CHORD 1-2=586/501, 2-4=576/525 BOT CHORD 1-5=272/451. 4-5=272/451 BRACING. TOP CHORD Structural wood sheathing directly applied or 6410 o , pullins. BOT CHORD Rigid ceiling directly applied or 9.9-0 oe bracing. NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) WlndrASCE 7.10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf�BCDL=5.Opsf; h=t5R; B=451t; L=60g; eave=7ft; CaL II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2}moe; can8lever left and right exposed ;C-C for membereand forces S Ml for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord Eva load nonconcufrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottomzhord 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 atloint(s) except Qtlb) 4=209,1=209. This item has-been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wiper Fain PE NIOM109 M T.k IJSA; Inc FL Cart 6614 6904P5rka east BN6 Tampa FL 33510 Date_ May 19,2020 ®WAWBNG.VerXylc4gnpeam.h .sd READNOMS ONTNISANDINCLUDEDM1 KREFERENWPAGEMIL7n2m. 101?21015BFFORE USE. aaaa valid for use only wan MneA® connectom. This design is based only upon parametem 55ewn, and Is for an trulmdual building mmpo en, not IN a Was system. safe. use, de building designer must vedbNly y" eppileaof design pa.melers and properly inmrponde this design mto the overall buildingdeagn. BmGgiMir edisbpmvmd Wu gdhdMduaIMWWebmWw OoMmembemony. Addalonaltempo.ryanspermanedb.dng MRek' is assays reel for sell and to paved collapse with possible peramul injury and proper, danwge. Forgenerdl guidance.gardi g We fadfidd n.storage, detivew.e,edien and b.dng of vases end! Mae systems, see ANSUTPff Ouafffy Cdfoda, DSI andOwl Building Component 6904 Parke East BiW. Sarwhatonnegon av0tla let. Truss Plate InstdMe,218 N. Lee Shed. fal 31Z Almmndria, VA=14. Tampa,R Mal 0 Job nrss ryT202512327569-GEM-18W ]COMMONO N7 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32555, Er.8 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:37:40 2020 Ib ST1.5s95110 = as II ST1.W STP = 4d3 = axe II 3x121,T2011S II 27-0 SEa 10.30 ' 0.]-0 ' 411A 4R11 I Scale a 1:23.4 Plate Offsets (X.Y)- 11:0-1-9 Edge) ry:0-0-00-1.11 (4:0-6-1 0-0.51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) gden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.77 Ven(LL) -0.03 1-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.O6 1-5 >999 240 MT20HS 187/143 BCLL 0.0 - Rep Suess Ina YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wmd(LL) 0.05 1.5 >999 240 Weight: 47 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 WEDGE Left: 2xe SP 24DOF 2.0E SLIDER Right 2x6 SP No.2 241-0 REACTIONS. (size) 4--0.6-0, 1=0-8-0 Max Horz 1=143(LC 10) Max Uplift 4=209(LC 12), 1=209(1_C 12) Max Gran, 4=446(LC 1). 1= 46(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except -when shown. TOP -CHORD 1-2=5861501, 24-576152S BOTCHORD1-5=272/451,45=272i451 BRACING - TOP CHORD Structural wood sheathing directly appliedor 5-M oc punins. BOTCHORD Rigid railing directly applied or 9.94 oe bracing. NOTES- 1) Unbalanced roof live load&Jlave been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3semnd gust) Vasd-132mph; TCDL-02psf; BCDL=S.Dpsf; h=15ft;.B-05ft; L=6011; eave=7ft; Cat. lL'E.p-C; Encl., GCpi=-0.18; MWFRS (directional) and C-C Extedog2) zorle; cantilever left and right exposed ;C-C for members and forces 8 MWFRS-for reactions shown;. Lumber DOL=1.60 plate-ghpDOL=1.60 3) All plates -are MT20 plates unless otherwise Indicated. 4) This truss has-been designedfare10.0 psi bottom chord live load nonconcurent with any otter live loads. 5) • This truss has been designed for a rove load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tallby2-G-0 wide will fit between thebotiom chord and -any other members. 6) Pmvide merhanicel conneldton (by others)'W suss to bearing plate rapable of withstanding tO01b uplift ai loirlt(s) except Qt=lb) 4=209,1=209. This item has been electronically signed and sealed by Finn, Walter, -PE using a Digital Signature. - Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wabar p.-Finn pi'No.a399 WTOULWIgerLCM8s76 , 69gFFe1ks E0sl BNdd Tampa FL 33610 Date May 19,2020 ®WARNING -wan dosignparemeren andREAD NOTES ON TI9SAND/NCJ.WEDWEKREFERENDE PAGEM 7471 m. 10403,7015BEFOaE USE Design vela bruse onywa MnesID cannectan. TIJs design Is based Only upon parameters shaven, and Is for an IraMdual bue firg wmporca, rip a Vusssystem Beare use, the bWOing designermust m* aappucablay ofdesign parameters and pnpody Inwrymme this design hdo tee overall buildng design. Bncbg indicated kb premed buckling ar lntlMdual humans anwar Moral members any. Atlddlonel amp aMr.nd permanent braOng MIT61K Is always required for s abllily and to prevent wflapm wed possible personal Injury antl pnp ray damage. For general guldanw regaaing me fabhoaaon. Omega. delivery, enoJon and among of Wases and buss systems, me ANSI nudely Canada, DS"S endBC5l Bananas Co smart Safolyfnrormedon ava9a01e hod Truss Plate InsdMe, 219 N. Lee Bbeet, Suae 312, Nexentlra, VA 23314. 6904 Parke East BIM. Tampa, FL 361810 Job Truss Truss Type Oty Ply T20251249 2327569-GEM-1807 NS Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 a Mar 92020 MITek Indusmes, Inc. Tus May 19 09:37:42 2020 Page 1 Scale =125.9 Ase = 3 1 II Ie 44 = Asa = LOADING (psp TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 CS1. TC 0.73 BC 0.29 WB 0.09 Matrix-SH Di In Vert(LL) -0.02 Vert(CT) -0.04 Horz(CT) 0.01 Wnd(LL) 0.03 (loc) Well Lid 2-6 >999 360 4-6 >999 240 4 n1a n/a 4-6 >999 240 PLATES MT20 Weight: 54Is GRIP 2441190 FT=20-A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 6A-0 0o purilns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid cailing directly applied or 10-0-0ac bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-e-0, 4=0-8-0 Max Horz 2=187(LC 11) Max Uplift 2=422(LC 12), 4=422(LC 12) Max Glen, 2=648(LC 17), 4=648(LC 18) FORCES. (lb) - Max. CompJMm. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=549/364, 3-4=549/364 BOT.CHORD 2-6=54/448, 4-0=54/448 'NOTES- 3 e 1) Unbalanced roof live loads have been considered -for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=5.Opsf; h=15ft; B=45ft; L=608; eave=7ft; Cat. II; Exp-C; End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 3.11-2. Interior(l) 3.11-2 to 6-0-e, Exterior(2) 5.6-B to 11-0-8, Intedor(1).11-6-8 to 13-1-14 zone; cantilever left and right exposed ;C-C for members and forces 8 MWrRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottommhord live load nonconcurtent 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 Nord and any other members. 5) Provide mechanical connection (by others) or truss to bearing -plate capable of withstanding 100lb uplift atjoint(s) except @=ib) 2=422,4=422. This item has been electronically -signed and sealed by Finn, Walter-, PE using a Digital Signature. Printed -copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wa1bsrP.'FmAPENb22839 MITAUSA,tnc FL Cet6894 . 8904 Parke East BNQ Tempe FL 33610 Dater May 19,2020 ®WARNING- VetlrydoWpopemmetm end READ 110hi ON 11HS AND INCLUDED ARIEKREFERENCE PAGE WW3 rev, vvzoao15DEFORE usE Design valid for use Ori MtfeltQ4connectors. We design is based only upon parameters shorn, antl Is foray ted idual Widng compmrereM,not a Wss syalam. Before use, the bealding designermust venf, the apparablllly of dedgn paremeters and pro," inmmorele Nis design Home mml bulWing design. arsWg Indkated is to proveN Wading of NdmdualWssveb uM/orrApnl member onN. Addgonal temporsry and permaneN DruNp MITek' k Nwaysreguved O,MbEyendtoprcueldmgapse WMposUblaperamullnfmyandpmpeMdamage. ForgeneralguldanromgaN9g Ne febriankn,storage, deMery, erection and trading of Wsses and truss systems, see AN9VrPri costly Creed, DSB-99 oad SCSI Bali CamponerN E 6904 Peke East Blvd. evallabb Non Tress Reas Inalli 218 N Lee cheat, Suite 312, Alesandda, VA Mr! 4. Tampa, FL 36610 Job ru3s Truss Type Oty Ply T202512 D 2327569-GEM-78W N9 Common Supported Gable 1 1 Job Reference (Optional) Builders First Source, Plant City, FL - 32565, 44 = 8.240 a Mar 9 2020 MTek Industries. Inc. Tue Mav 19 09:37:432020 6 7 6 3x4 i 2x4 II 2a4 It 2x4 II 3xA 1 Scale =12D.8 Ib LOADING (psf) SPACING- 2-0-0 Cat. DEFL in (too) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - nla 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Inv YES WB 0.17 Hoa(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017rrP12014 Maft-SH Weight: 41 Its FT=20% LUMBER. TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING. TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-1-0. (lb)- Max Ho¢ 1=127(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 8=193(LC 12), 6=-193(LC 12) Max Gray All reactions 2501b or less at joint(s)1, 5, 7 except 8=359(LC 17), 6=358(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Its) or less except when shown. TOPCHORD 2-3--BI/255, 3-4-=812555 WEBS 2-8=269/557, 4G=2691557 NOTES- 1) Unbalanced roof live loadshave been considered ford,i esign. 2) Wind: ASCE 7-10; VUB=170mph (3-second gust) Vasd=132mph7rCD1_=4.2psf, BCDL=5.0psf-h=1Bit; B=45ft; L-6M; eave=211; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;GC for members and forces.& MWFRStor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for Wind loads in the,plane of the truss only. —For studs exposed toAmM (norm" the face)seeSTandard Industry Gable End -Details as applicable, or consult quali0ed building designer as perANSUTPI 1. 4) GableTequires ceminuous bottom chord bearing. 5) Gable studs spaced at-2-0-0 oc. 6) This truss has been desgnebfor a 10.0 psf-bottom chord liveload nonooncuoent with any other live loads. 7) ' This truss has been designed -fora live load of 20.Opsf on the bottom chomJnatl-arBas where a.fectangle 3.60 tag by 2-0-0 wide will fit betweenthebottom chordandany other members. 8) Provide mechanical connection (by others) of truss to bearing plate capableofwlThstanding_100Its uplift at joint(s) 1, 5 except (jt=lb) 8=193, 6=193. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waller P. FiAn PE'No22889 86TpkUSA;Mc FLCart668{ .. 0084 Parke East Blvd. Tampa FL 01010 Dots' May 19,2020 ® WARNING -Veftdeod mpanvsed raandREADNOTES ONMSAND INLLDDEDA4rBxR FERENOEPAGE A447472mv.fOMY[o15BFFOREUSE �� Design valld Mruse onywb 1ATF.M onnedms.This design Is based only upon parameters Move, and is for an individual bugding component not e Dusa system Belle use, Me buMiag designer must verilyBie applicabinty of design parameters end pmperiy Mcmpo=e Mis design use Me mrar building design. Boonguidused is to pmwmburkMp of NdMdualbuss web andlorchuNmembersanly. AMMlanei lemporery all pe�manem Mednp MiTek' is always solvent for stability and to pmwm cogapse wb possible proved injury and property damage. Forgenemlguldanceregardingtha fabdmton,5onge,derwmy,em: onmdbmdng OMwesaMbus3systems,sae ANSM7111 Duellry CrNade, DS"9 and SCSI Building Comppnord 6904 Parke East BW. Sufoylnlormmlon a Debi.Mom Truss Ml ing ..21BN.Laa Slmet Suae312,Alexandda,VAM14. Tampa, FL 36510 Job Truss Truss Type Oty Pty T202512s1 2327569-GEM-1807 Pt Common Girder 1 1 Job Soarer. o Tonal Builders First Source, Plant City, FL-32566, 4x6 = ST1.5sa STP = NAILED 8.240 s Mar 9 2020 MITek Industries, Ine. Tue May 19 09:37:44 2020 Si9.Sx8 STP = sse = NAMED I� Scale= 1:25.6 Plate Offsets (X,V)- 11:0-0-15,Edgel LOADING lost) SPACING- 243-0 CSt. DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) -0.04 3-0 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.08 3-4 >999 240 BCLL 0.0 Rep Stress Intl NO WB 0.39 Holz(CT) 0.02 3 nta Na BCDL 10.0 Code FBC2017rrP12014 Matm(SH Wnd(LL) 0.05 3-4 >999 240 Weight: 52 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=0-8-0 Max Hoa 1=150(LC 24) Max Uplift 1=-483(LC 8).3=483(LC 8) Max Gran, 1=1211(LC 1), 3=1211(LC 1) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1571/621, 23=15711621 BOT CHORD 1.4=-43811297, 3-0=43811297 WEBS 24=-30511014 BRACING. TOP CHORD Structural wood sheathing directly applied a 3-9-13 oc posting. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) unbalanced Iota live loads have been considered for this design. 2) Wind: ASCE 7-10;-Vu1t=170mph (3-second-gust) Vasd-132mph; TCDL=4.2psf, BCDL=S.OpsY h=15ft; B=4511; L=6011; eave=7ft; Cat. ItExp C; Encl., GCpi=0.18; MVVFRS{directonaQ; cantilever leftsnd right exposed ; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been -designed for a 10.0 Ind bottom chord live load nonconcumerd with any other live loads. 4) • This -truss has been designed for a live loado`20.0psf on the bottom Thom in all areas where a rectangla3.6-0 tall by 2-D-D wide -will fit between the bottom chord and any-othermembers: 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=483, 3-083. 6)'NAILED' Indicates310d (0.148"x3") or 312d (0.1481 toe -nails per NDS guidlines: 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOADCASE(S) Standard 1)-Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 uniform Loads (plf) Vert: 1-2=70, 2-3=70, 13=20 Concentrated Loads (lb) Vert: 4=199(B) 5=203(B) 6=199(B) 7-199(B) B=199(B) g=199(B) 10=203(B) This -item has been electronically signed and - sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on -any electronic copies. Waiter P.fum PE 9022839 fbl'ek USly`Ihe FL'Cad 683A ...,. .. 8904 PedtaEaa! BNQ Tempe FL g3810. Date: May 19,2020 ® WARNING. Vadry designpara Ws and READ NOTES ON CMS AND INCLUDED MNEKREFOWNCE PAGE WA703ray. 1WD2,201SBUORE USE. Design valid for use onywO Mrsiveconnemors. Isle design Is based only upon parameters shown, and Is Won IMMdual wilding mmponen not a truss system. BeWra use, the DuilOing designer must vetly0e eppprablllty of design parameters and property Incorporate this design his the overall bWldingdeslgn. among Indicated is to prevent bueWlg of Individual truss web shi chord members only. AddIronaltempomyanEpermaneremeing MiTek- IaeN:ep"ulredroraMblgyendWpre dcoaepsewMpoWNepersmalinluymdpmpeMdamage. Forgeneraguidmiseregardirgthe tebdrallon, dorsge, degvmy,eredmn end bradng of Wcsea NM Wss systems,are ANSUTPI1Dualdy Cd da,DSBa9and BCSIDWI ing Comp oO 6904po'ela 13 d. smotyloweso es evagabM hom Tn¢3 Rffi Intlitute, 218 N. Lee Sb , Su3e 312. Alexandra, VAM14. Tamps, FL 36610 Job Truss Truss Type Oty Ply T202512s2 2327569-GEM-1807 P2 Common Supported Gable 1 1 Job Reference i.ptionsift guilders First Source, Plant City, FL-32566, 4x6 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:37:46 2020 B 7 6 3x4 i ad II 2.4 11 2x4 I 3x4 11 LOADING (psf) SPACING- 2.0-0 Cat. DEFL. in (loc) Vde8 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.26 VerdCT) Na - n/a 999 BCLL 0.0 ' Rep Stress Inc YES WB 0.18 Horz(CT) 0.00 5 n/a n/a BCDL 10.10 Code FBC2017RPI2014 Matro(-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 Scale =1:22.4 I PLATES GRIP MT20 2441190 Weight 4516 FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling already applied or 10-M oc bracing. REACTIONS. All bearings 12-0-0. (Ib)- Max Horz 1=138(LC 11) Max Uplift All uplift 1001b or less st joint(s) 1, 5 except 8=219(LC 12), 6=219(LC 12) Max Gray All reacions-250 Ib or less at joints) 1, 5, 7excep18=407(LC 17), 6=407(LC 18) FORCES- (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2-3=�8=79, 3-0=881279 _WEBS 2-8=-302/615, 4-6-302/615 NOTES- 1) Unbalancedroof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vuh=170mph j3-second gust) Vasd=1321 TCDL=4.2psf; BCDL=S.Dpsf. h=15ft; B=45ft; L=-6Dft-eave=2ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;GC for members and forces 8 MWFRS for reactions shown; LUmberDOL=1.60 plate gry2DOL=1.60 3) Truss designed for wind loads-inthe plane of the trim only. Forshals exposed to wind (normal to the face), see -Standard Industry Gable End Details as applicable, orconsuft qualified building designer as per ANSLTPI 1. 4) Gable -requires continuous bottom chord bearing. 5) Gable studs spaced at2-0-0 oc. 6) This truss has been designed for a 10Apsf bottom chord live load nonconwinentxrilh any other gve-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-D-D wide. will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate cepable of withstanding 100fir upliftat joint(s) 1, 5 except(jl=lb). .8=219, 6=219. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafterp.Fmn PEN5.228 S WT.k USA, IndsFL Cart5936 b'k04Parka East Blid "fmpa FL3361C. Deter May 19,2020 ®WARNING- Varllydeslgnparamalamand READ NOTES ON TM$AND/NCLUDEDADTEKREFERENCE PAGE MLL7n3nv. fibles215BEFDRE USE �pppsesese Design veld ionise unit won Niffei® oonnednrs. Thu design Is based only upon parameters shown, and Is Man IndMdual toddles component, net �� Cppp' a truss system. Berme use, are building designarmu9 verily no epplirablity of desgn parameters and Popery resilience this design Mannerism buildingildoi Brednghd�ediatopteveMbuckfng&hdMdu 1nwebanWwMoNmem mmn . AddMloneltemporeryandpermanentbreGng MiTek' Is eFNays required for sai and to Prevem mAapsswfh possible pemoral Injury end property damage. Far general guidance regerding the febdrafon, sto.ga, delivery, erection and leading efauasas and truss ay stems.see ANSVilon Qua/Kit Creole, DS 9 and BCS/ Building Derelictions 69W Parke East BIW. SaftryleformNan avalwbkfmn Tans Plate InMOe,218N.Leesb Suae312,Nexendru,VAM14. Temps, FL 35610 Job Truss Truss Type Dry Piy T20251253 2327569-GEM-1807 Pat Piggyback i t Job Referenceo Lionel Builders Fgsl Source, Plant City, FL-32566, 6.Do 12 3 j� axe 5.24U s Mar v ZULU ml l eK Inouslrles, mc. I ue may le utlsr:w 2G20 rage 1 ID:W45BD oADJSRgzhHYyxgrhJbDgnTBKHR%yoUNc7MsifWNMNfhJxryYssJkhpAy4OzEzp2 to B a 2x4 = axe II 2x4 = TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURUNS AT 2-0-0 OC. MAX. TYPICAL. Scale-1:19.4 Plate Offset MY)— f3:0-"0-1-15( 15:04-00-1-15] 18:0.2-70-1A1 (10:0-2-70-1-41 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) -0.DO 6 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6 Nr 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 8 Na n/a BCDL 10.0 Code FBC20177P12014 Matrix-SH Weight: 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.3 BOTCHORD WEBS 2z6 SP No.2 REACTIONS. All bearings 9-6-6. (Ib)- Max Hom 2=41(LC 10) Max UpfAt AD uplift 100 Its or less at joi 2, 6, 10, 8 except 9=188(LC 12) Max Grav All reactions 250 Ib or less atjoint(s) 2, 6, 10, 8 except 9=375(LC 21) FORCES: (tb) - Max. ComplNlax. Tem. -All forces 250 (Ib) Driest; exceptwhen shown. WEBS 4-9=3001415 Structural wood sheathing directly applied or 6-0-D oc punins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASDE 7.10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCOL=5.0psf hot 5ft; B=45ft; L=60R eave=7111; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C ExtedDr(2) zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvideodequate drainage to -prevent water Dangling. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designedfGra 10.0 pst bottom chord4lve4oad nonconcumem with any other five -loads. 6) - This truss has been -designed -for a live laad.of 20.Opsf on the bottomchordin all areas whereaiectangle 3-6-0 tall by 2-0-0 wide will rn betweenihebottom chord andany other members. 7) Provide -mechanical connection (by others) of trussy¢bearigg plate capable of withstanding 100 lb uplift at joint(s) 2, 6, T0, 8 except at=lb).9=188: 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, orceni qualified building designer. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalrorE Film PE Ne.22939 fgTekuSAbrC FL'Cad66a0^ ,. 6004 Parks East Blvd. Tampa FL 33610 Date' May 19,2020 ®WARNNG-Vi design Parameters and READ NOTES ON MS AND INCLUDED NITEK REFERENCE PAGE MIL7473 rev. 1st 015 BEFORE USE Design vafd for use only erM Mnek® corinepon. This design is based aey upon parentheses shown, end Is for an IndNNual guMding mmpdne d. not e Wes system. Before use, the building designer must wdy be epplicablify of design gasometers and property Ncaryereta this design boo the owlall buisingdesign. Bmcingindi edistopmmMWcMngeflndMdual"Wwebm&orMoNmemberso ty. MdMlonWWmpomq.ndpennhuneNbre g M!Tek' is ase4s r09ulmd for stabllMy and to prewet soMapsoweh possible personal INury end pmpedy damage. Far gerwel guidance regarding Ne tabMcauon, Aoregs deMery,erednn sod bmtlllg ofWsoea eM truss systems,see ANSg QuaWCftds DS"9and=SIBUIIdrng Component 6904 Parts Eon BM. Sproglnronnotlon huwilebbhom Tm Ml oinstMNa,218N.Lm Bbea. K0312.Alenan4U.VA22314. Thumps FL 36610 Job Truss Truss Type ply Ply T20251254 2327569-GEM-1807 P82 Piggyback 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32565, 8240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:37:49 2020 Page 1 ID:W458D_oAQJSRgz HYyxgl7zJbQglsF47ZCK5dKMgO5bxygS4mfQiPaVJL187f3gvzEzpO Sode =1:194 4x(f = 4xii = 6 7 2x4 = 14 II 2c4 I 2x4 = 11-5-0 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC DA6 Vert(LL) 0.00 6 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.18 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 Rep Stresslncr YES WB DOS Horz(CT) 0.00 5 rda n/a BCDL 10.0 Code FBC2017rrP12014- -MatrbcSH Weight 36 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 9.6-6. (Ib) - Max Hom 2=90(LC 10) Max Uplift All uplift 100 It, or less at joint(s) except 2=131(LC 12), 5=131(LC 12), 8=120(1_C 12), 7=120(LC 12) Max Grev All reactions250 lb -or less at joint(s) 2,5 excep:8=319(LC 17), 7=303(LC 18) FORCES. (lb) - Max. ComplMa s. Ten. -All forces 250 (lb) or less except when shown WEBS 3-8=237/275, 4-7=223/278 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vub=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;$COL=5.Opsf; h=15ft; B=45ft; L=60R; eave=7ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactors shown; Lumber DOL=1,60 plate grip DOL=1.60 - 3) Provide adequate drainage to prevent water ponding. 4) Gable requires-con8nuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord lA a -load nonconcunenl with any other live loads. 6) • This truss has been designed for a live load of 20r.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 tmssio bearing plate capable of withstanding 131 It, uplift at joint 2,131 lb uplift at joinrb; 120Ib uplift at joint 8 and 120 lb uplift at joint 7. 8) See Standard Industry Piggyback Truss Connection DetatHor Connection to base truss as applicable, or consult qualfied building This Item has been designer. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the ` signature must be verified on any electronic copies. Wa(tarP: Finn PE'No22F39 MT411SA;hicn.Car6854. SOW Parke East a" TanipaPi 3361a. Date: May 19,2020 ,&VVYUVHMG- Vefflydealsnparametess, and READNOMS ON CMS AND INCLUDED MMEKREFERENCE PAGE WP7473 1m3/2015BEFOREUSE Designvalidforuse only thMTkacon do Tbsdesign is based only uponpardmHerisM1am, andlslor an Individual binding mmpmrenl, nd IMF a Luse system. Before use the building desgnermud vent'the appfrabifty of design paremders and Pmpedy inwryorate the design IM M...It buildingdesign. B2ungiMioatedistopme MbutYJ'uigdindMduat"ns ba &mNoMmembemmV.. Addtlionaltamponeyandpermanetbracmg is MiTek' always sryu'ved forstabilgy and to Preved wHVIe wan Posvbe personal injury and pmpedy damage. Forgeneral guidanceregarding the febriudon, storage, delivery, erection and bradV MWsses and truss systems,see AMU 10uaMy Crt .,0.M9andBC5l BulMn9Companans Seletylnfondeasr avaablefmm Tmss RgeInehde,218N.Lees KSde512,Alexandra,VA22a14. 6904 Parke East alW. Tampa, FL MID Job TNss TNss Type Oty Ply T20251255 2327569-GEM-1807 PB3 Piggyback 5 1 Job Reference (optional) aWlDers rlrst source. ,an, ny, rL-.e ' Stele=1:20.7 44 = 6 US — 2x4 II 3x4 LOADING (psn TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017rTP12014 CSI. TC 0.37 BC 0.53 WE 0.10 Matrix-SH DEFL In Vert(LL) 0.01 Vert(CT) 0.02 Horz(CT) 0.00 (too) Udell Lid 5 Nr 120 5 Nr 120 4 Na Na PLATES GRIP MT20 244/190 Weight: 3611, FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 o : purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling dVectly applied or 10.0-0 Do, bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=9-66, 4--9-6-6i, 6=9-6-6 Max Horz 2=131(1-C 10) MaxUplift2=165(LC 12), 4=165(LC 12), 6=171(LC 12) Max Grev 2=246(LC 17), 4=265(LC 18), 6=464(LC 1) FORCES. jib) - Max. CompJMax.Tea- All -forces 250(lb) or less except when shown. WEBS 3-6=3D3/344 NOTES- 1) Unbalanced roof live loads have been considered for this design_ , 2)-Wndo ASCE 7-10: VuW70mph (3-second gust) Vasd=132mph;TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=451t; L=e00; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;GC formembers and forces & MINFRSforleactions shown;,Lumbec001-=1.60 plate gripDOL=1.6D 3) Gabiarequires continuous bottom chord bearing. ' 4) This truss has been designed for a 10A psi bottom -chord live load nonconcunent with any other live loads. 5) -This truss has been designed fora live -load of 20.01 on the bottom chord in all areaswhere a rectangle'3-6-04allby 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of busstobeamig plate capable of withstanding.185 Ib uplift at joint 2, 165lbyplift at joint 4 and 171111 uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as appfcable, orconsuftqualified building This item has been designer. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered 70 signed and sealed and the signature must be verified on any electronic copies. Walli Finn PE'No=9 MTek USI41he FLCart SM „ 6904 Pinks East Blvd. Tampa FL 77919, Date.'. May 19,2020 ®WAR ING-Vvhydeslgnpamr t..SEBEADNOresONrNISANDINCLUDEDAemei( PEBENCEPAGEA,A7Q3rev.IOAG901$aEFOREUSE Design valM For use onlywN MRekW connechen:. This design Is based any upon paremsters shown, and Is foran IMlwi building Semi not e truss system. Belors use, the building designer must vedrythe eppltrablldy of des, paremelers and propertyIncoryo®te this design into the omrall bWiding design. Bracing Indicted is to besding of Individual Mussels andfa Novi members any. Additional temporsryand permanent bending MiTek" pmmnt Is ahvays required her Mabirhy and to pmrd collapse with posslbhe perconal Injury and pmpeM damage. Forgeneralouldanoeregarding0e rabdoe,bn,store,., denvey. emotion and bmtlng a tnsses and truss systems, sea ANSVrF11 Q..ny blfet., DS"9 end Beal BuJ6ng costts..at fittest Parke East BNd. SarelylnbrmWon amUbb imm Truss Plate Institute, 218 N. Lee Street Sutle 31Z Alvandiia, VA 22314. Tampa, FL 36610 Job runs Truss Type Dry Pry Tzozslzss 2327569-GEM-1807 164 Piggyback 2 1 Job Reference (optional) Builders First Source, Plant filly, FL-32565, 2 a 7 1N12 =3x6 12 8.240 s Mar 9 2020 MITek Industries, Inc. Tue May 19 09:37:532020 Page 1 Scale: M'=1' 6.00 12 aids 13 3 4 5 Id I� rid 11 6 3x4 = Plate Offsets (X.Y)- t3:0-4-0,0-1-151. 16:0-2-7.0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (hoc) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 -Vert(LL) 0.00 4 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 Be 0.65 Ven(CT) 0.00 4 Mr 120 BCLL 0.0 ' Rep Stress Inv YES WB 0.08 Horz(CT) 0.01 4 n/a Ina BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight 57 lb FT-20% LUMBER- BRACING. TOPCHORD 2x4 SP No.2'Fxcept' TOPEHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1043-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except' 4-7: 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. All bearings 17-9-11. (Ib) - Max Hom 9=59(LC 12) Mai All uplift 1001b or less at joim(s) 6 except 9=161(LC 8). 8=-405(LC 12), 4=147(LC 12) Max Gmv All reactions 2501b or less aljoird(s) 4 except 9=346(LC 1), 8=851(LC 11, 6=250(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces-250 (Ib) or less except when shown. TOP CHORD 1-9=270/288, 1-2-397/289. 2-3=3971289, 3-4=-459/322 BOT CHORD 8-9=218/397, 6-8=218/397, 4-6=286/454- WEBS 2-8=667/608, 3-6=1531d03 NOTES. 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=S.Opsf; h=15ft; B=45ft; L=6011; eave=711; Cm. II; Exp C; End., GCpi=0.18;MWFRS (directional) and C-C Exledor(2)-0-2-42 to 6.2-12, Intedof(1) 6-2-12 to 16-9-q-Exlenar(2T 16-9-0 to 1 B-4-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcenenl 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 chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 6 except (jt=lb) 9=161,8=405,4=147. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or censuh qualified building designer. This item has been electronically signed and sealed by Finn; -Walter, PE using a Digital -Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. water P.Finn PE11b7 m N,TekU$A Ins. FL Cbr e634 RU Pafk4Eest Blvd. Temps FL 33610 Date May 19,2020 ®WARNING- VeMydeergnpammeens entl READ NOMS ON TMSAND WCLBDEDA1?EKREFENENCEPAGEAg47473n 1N 015 BEFORE USE OeslgnvW kruseonlywMK7eM=nneMM.Th15desgnhsbestsomyuponpars Menshorn,endicbranlmVdudbustling=WOMM,nd a Vuse system.Be(om use. the building designer mud w0yibe eppnoaDeey of design parameters end pmperly N=ryo2te Mis desgn lmo Ne o ndl buildingdeslgn. Smn giMmaledi WpmbuWingafNdMWaltmsswebmWorMoMmembemmn . MdNanaltemporsryendpennanenibre g MiTek' b ehvays requlmd fordabifdy and to prevent collapse with posdW& per=nal Injury and pmpeAy damage. For genend guidance regan ing ue labdca0on, domge, degvery,ereaion end brsGng MlmssaseM Was systems,see ANSI?PN OuaINy Odhde, aSBdB endBCSl Building Camponerd Serelylydarmn On available bon Truss Plate IndRNe, 218 N. Les Street, sues 312, Alexantlda, VA 2g314. 6904 Parke Seen BM. Tampa, FL 36510 Job Truss Truss Type Qty Ply T20251257 2327569-GEM-1807 PBS GABLE 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8240 s Mar 9 ZUZU MI I eK Industries, Inc. I ue May 19 u9:Jf:D4 ZWU Page 1 lD:W458D_oAQJSRgzhHYyxgPhJbQq4g3zlgdL9dFdSRV2NUY798TRAII ICt_omlPMgp6zEzox Scala-1:32.3 U4 II 1 12 ad II 2 13 Zx4 44 = 3 A 6.00 12 d 6 11 10 9 8 7 3x4 = 2x4 II 2x4 II sxe = 2x4 It ad It 18.9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (lot) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.00 5 nir 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.00 6 nlr 120 BCLL 0.0 Rep Stress Inv YES WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20177rP12014 MatrbcSH Weight 63 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x4 SP ND.3 except end vergrals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-9-11. (to)- Max Horz 11=120(LC 12) Max Uplift All uplift 100ib or less al joints) except 11=107(LC 12), 10=277(LC 8), 8=-216(LC 9), 7=100(LC 12). 5=111(LC 12) Max Gmv All reactions 250lb or less at joint(s) 11, 7, 5 except 10=594(LC 1), 8=425(LC 1) FORCES. (III) - Max. CompAglax. Ten. -All forces 250 (to) or less except when shown. WEBS 2-10=-462/445,3-8=336M,18 NOTES- y 1) Wind: ASCE 740; VuK=17Umph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf, h=15ft;"BOAST, L=6011; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional, and C-C Exterior(2) 0-1-12 to 6-0-0, Interior(1) 6-0-0 to 14-9-0. Exterior(2) 14-9-0 to 18-4-13 zone; cantilever left and right exposed ;C-C for members andfomes8 MWFRS fw reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for Mind loads in -the plane -of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as appricable,.acconsuh qualified building designer as per ANSIrrPIi. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires congnuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc 6) This truss has been designed for a 10o-psf bottom chord live load nonconatrenl with any otheraive.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 2-0-0wide- will fit between the bottom chord andany other members. 8) Pmvidemechanical connec0on (by others) of truss to bearing plate capable of withstanding 1071b9plift at joint 11. 2T7 lb uplift at joint 10, 2161b uplift atjoint 8, 1001b uplift at joint 7 and -111 to uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Finn, Walter, PE using a -Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wa1 ar P. FmdPENoM839 WTekUS70ac FLCad UU ,. _. .. _. Dati Parke Earl BNtLTempe FL 3a610. Date.• May 19,2020 ,& WARNING. wM dssi9npar..1Maand READ NOTES ON MS ANDINOLUDEDMREKREFERENCE PAGE VW473 rev. 100341015BEPDREUSE Design valid for use ony wM MTeIdD connectors. nis design Is based only upon parameters sham, and Is for an IndMduel Inking compared, nM �� e buss rygem. Behan, use, the building designer mug vedy the eppRuffi lily of design parameters and propertyhwrporele Nis design IMothe overall bulldingdesign. Basting Indicated late prevent WOWMgM MIMdual Wu web andlur NON members ony. Addlllnnaltampomnyandpennanembradng WOW Is Mesys requlned fursasbiny and toprereg collapu sign possible personal Injury and pmpedy damage. ForgeneralguldanramgaNingthe Mariana, atomga, delivery, median and leading oftmsus and buss eA... see AMMTPl10u0at,Madrid, DS8A9 and BG9l Building Componaaf 6900 Parke East BMd. Sarelybdunnedan available fi Tmu Plate InMOO.219 N.1ea 6 d, G fte 312. NesandM. VA22314. Tampa, FL 36110 Job Truss Tess Type ply Ply T20251258 2327569-GEM-1807 P36 GABLE 1 1 Job Reference (optional) oou rw, mism .,ny, r,-silo., mzL smar vzwv mu aK mousules, Inc. I us may iv D9:af:x Luzu rage1 ID:W458D oADJSRgzhHYyxgl?rJbOq-0CBkAWebgFVK13RVvaTEZYnhXKTul3ljnvu?zEzov Snsla-1:32.3 12 2x4 11 2x4 II 44 = 2 13 3 4 11 10 9 8 7 Us = 2x6 11 2.4 II 34 = 2z4 II 2x4 11 1&9-0 LOADING (psf) SPACING- 2-0-0 CSI. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 0.00 5 n/r 120 MT20 2441190 TCDL 15.0 Lumber COL 1.26 BC 0.49 FH 0.01 6 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WS 0.13 0.00 5 n/a n1a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight 68 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x4 SP No.3 exceptend verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid roiling directly applied or 1040-0 oe bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-9.11. (Ib) - Max Ho¢ 11=170(LC 12) Max Uplift All uplift 100 Its or less at joints) except 11=106(LC 12), 10-277(LC 12), 8=-237(LC 9), 7=146(LC 12), 5=114(LC 12) Max Grav All reactons 250 Its or less at joint(s) 11 except 10=592(LC 1), 8=346(LC 1), 7=298(LC 18). 5=262(LC 18) FORCES. (lb) - Max. CompJMm. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-10=461/446, 3-8=312/322 NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=5.Opsf, h=15ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWF-RS (directional) and OCEKledor(2) 0-1-12 to 6-0-0, Interior(1) 6-0-0 to 13-1-4, Exterior(2) 13.1-4 to-184-13 zone; sari ileverleft and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 —We grip-DOL=1.60 2) Truss designed for wind loads in therVane of the truss only. For studs exposed to wind (nomlalto the face), an Standard Industry Gable End Details as applicabl%v cssnsuft qualRed building designeras perANSIrrPI 1. 3) Pmvide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studaspaced at 6-0-0 oc. af-This truss has been4designed 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£O tall by 20-0 wide will fit between the bottom chord antl any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 Ito upittl at joint 11, 277 lb uplift at joint 10, 237 lb uplift at joint 8, 146 go uplift at joint 7 and 114 Ib uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not -considered signed and sealed and the signature must be verified on any electronic copies. Wager P.'Finn PEW22830 I.5rakluSj'ine, FLcerium 6604 Perko East BNd. Temps FL 33010 Dew, May 19,2020 ®WARNING-VeMydwelgnparene.end READNOMONMSAND INCLDOE WnKREFERENCEPAGE M0.)47 ..1W4AR015BEF01WME Design valid for use only will, Wed!) mnneacrs. This design is based on, ,on parameters shown, antl Is for an Individual bulling nowonenh nd r` a Wes sW.m. Beme use, the building designer mud verify Me V,flosbildy d design seemed. antl ryoperly, IncoWel. We tlesign W.Me ovenAl bulldingdesign. Emeing lndiwed is to prexent buckgng dlndMduel hues web mWor chow members may. Addeonitemporeryandpertnsnelbra=mg Wek" Is always regulred firsYabllny antl to preyed waapse wD pOWINe persons! injury and prepedy damage. Far general guldance regaling Pe IabdraDon, darege, delNery,eredion antl bredngdWsus antl Was aydems,xe ANSUFRi Quality Cdleda,DSBd9and BCS/Building Compononr 6904 Panne East BNd. SererylnbrmeNon avalabbfrom Tnrss RdelftMkW.218N.Lee SI Suke31ZAlexaldrle,VA=14. Tampa,a 26810 Job Truss Truss Type Dry Ply T20251259 2327569-GEM-1807 R1 Jack -Closed 1 1 Job Reforeno9 o imal Rudders Firm bourCa. rlant udy. K-4VXX" e.24u s. a 1.. co1.ex.aau5me5,mc ,utl rv,ey io u=,oL�o crvcu 3x4 Scale =1:51.3 34 = 2x4 II 3T1.Sxa STP = Us = 2x4 It °s-= 4.00 6.8-0 LIDO 15-0-0 I .,, ,, oxrr nb znn i Plate Offsets KY)- 11:0-2-2 0-1-01 (5:0-0-0 03d) (6:0-0-13 0-1-81 18:0-3-8 0-3-01 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) 8de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98- Vert(L-) -0.11 7-8 >879 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 7-8 >452 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.55 Horz(CT) 0.01 7 Na Na BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wnd(LL) -0.02 75 >999 240 Weight: 91 Ib FT-20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=1VIechanical, 8=0-8-0 Max Holz 8=641(LC 12) Max Uplift 7=T29(LC 9). 8=1170(LC 12) Max Gmv 7=201(LC 10), 8=1558(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - A8 forces 250 (lb) or less except whenshown. TOP CHORD 2-3=14321750, 3-4=1349R77, 45=18361991, 6-7=2821354 BOT CHORD 2-10=-65011445, 9-10=65WI445, 8A=65011445, 7-8=76911261 WEBS-5mll=131111786, 57=1410f873. 4-9=-462174, 4-8=1821645 BRACING- TOPCHORD Structure[ mod sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. WEBS I RAN at midpt 6-7. 6.7 b NOTES- 1) Wind: ASCE 7-10; Vud=170mph (3-second gust) Veld=132mph; TCDL=4.2psf; BCDL=S.OpN; h=15ft; B=4511; L--Sol :eave=7%.Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directions[) and CC Extedor(2)-2-0-14'to 4-0-0, Interior(1) 4-0-0 to 14-10-4-zone; cantilever left -and right exposed -C-C for members and forces 8 MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has-been designed for a 10.0 psf bottom chord live load noncorim ent wBhaay-other live loads. 3) ' 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 rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding-129 to uplift at Joint 7 and 1170 lb uplift at Joint 8. This item has been electronically signed -and sealed by Finn, Walter, PE using a Digital Signature. Printed -copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wamrP. Font PE Nfo72M uVTekUs"0-a FL CBt6614- 6904 Paths East BNd-T9mpe FL 53610 Date.'' May 19,2020 WARNING.V.Wy designpamme. and READ NOTES ON DOS AND INCLUDED MD£N REFERENCE PAGE OVL7V3rw. 10/O.12015 BEFORE USE. Design valid for use onh, M MRed connectors. Th9 design is based only upon parameters shown, no Is for an Indhadual butldleg component, not a truss system. Before use, 0w building designer must ve ify the applioablay of deep pvemetem, and property incorporate this design me the o,frall butlding4esign. AddMmnalmmporarysMcemianaNbrawl; MiTek- aslwaysrelulredfor sublit, andlo prevent collapse wM possible personal infunrand property damage. Forgenemiguldonceregentdgme Mbdrabon.a mge,da0vary,ee nwdbmdnpdM=BaMbwssy3ems,sse AN51 1 G..Uy CMed4DSBd9end BCSIBUI/Ding Componens 69Ds paesE shall.sefaylnrorme0on evetlable from True, lead. lnsiNde,218 N.Led Mroel, Sutle 312. Alexandria, VA=14. Temp. FL 26610 Job cuss Truss Type pry Ply T202510 26 2327569-GEM-1807 R2 Jack -Closed 1 1 Jos Reference o tional Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 Mffek 3x4 i 2x4 II 2x4 11 ST1.5xa STP = 3x4 = Bxg = I 90 DAfI 1 M 7nf1-0 15 a.aRllll 'i Inc. Tue May 19 09:38:002020 Page 1 mBMMCkIfPPPiLv84HPf foLo81 mzEzor Scale-1:50.5 Plate Offsets(X,Y)- (4:0-4-0,63-01 [5:0013.0-1-8117:0-3-80.3-0] LOADING (psf) SPACING- 200 CSI. OEFL. in (loc) BdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 ra7 >879 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.21 6-7 -448 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.36 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017r P12014 Matrix-SH Wmd(LL) -0.02 6.7 >999 240 Weight: 84 lb FT=20% LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2X4 SP No.3 REACTIONS. (sl7e) 6=11illechanical, 7=0-8-0 Max Horz 7=459(LC 12) Max Uplift 6=182(LC 9), 7=B11(LC 12) Max Grav 6=301(LC 10), 7=1264(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces250(Ib) orJess except when shown. TOP CHORD 1-2=-S"/356; 7-3=584/392, 3-0=-1164/635, 56=282/355 BOT CHORD 1-9=300/620, 8-9=300/620, 7-8=300/620, 6-7=459/668 WEBS 4-6=754/530,47=1001/1212, 36=490/95,3-7=222/796 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verOrals. BOT CHORD Rigid ceiling directly applied or 6-0,0 oc bracing. WEBS 1 Row at midpt 56, 4-S NOTES. 1) Wnd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf, h=15fi; 8=4511; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Exterior(2) 000 to 600, Iaterior(1) 600 to 14-10-4 zDne;.pMilever left and right exposed ;C:C-for members and -forces& MWFRS for neacUonsshown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord IiveJoad nonconmrmenl with any other liveloads. 3) ' This truss has been designed for a live load at 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 200 wide will rd between the bottom rhordand any other members. 4) Rererto-girder(s) for hussto-truss connections. 5) Provide mechanical connection -(by othersWlwss to bearing plate capable of withstanding 182 lb uplift at joint -Sand B11 to uplift at Joint 7. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wa&er F.Fmn PE 6d.22839 'IbTakU9A;lne FLCM 6834' , 69g41cialu East Blvd. Tampa FL 33610 Date.'.. May 19,2020 ®WARNING-Verllydaw9hpammeta-a entlRM NOMS ON 7MSANDINCLUDEDhflrEK REFERENCEPADEMl47473 rev. 1403o!OISSEFORE USE wild kr use onywdh MBek®rxenecars. Tea design Is beset ^nIY upon Parameters shawn, and la fat an indiwoual lull, mmpenem, not NitDesign a buss re "On Befouse, me bWdmg designer must wrifyt a epplirablltly adesign parameters and pepeM Nmrparate this design irde the Overall bulldingdeelm. grading indimfed is to prewrd mature dindMdual buss web anovorrAord members any. Additioneltemporaryarapernan.abraWg Mel( Is always reguwd for atabifty end to p..M wgapse wdh Possible permrml Injury entl pmpedy damage. For general guidance regamu, the febdrsgon, storage,delivery. audion and bracing MVusses and truss symems,see AWS lQualp-omens, 11!4389 and BCSI Bu(ping Componear 6901 Para, Ea"lud. Sabrylnmmraflon awgable M1am Tress Plate In1MNa, 219 N Lee SIreeL Sute 312. Alssentlda, VA 22316. Tampa, FL 36610 Job cuss Truss Type ory Ply T20251261 2327569-GEM4B07 V1 Valley 2 1 Job Reference optional) 1 d 0.Z4u a Mar 9 ZUZU MI I eK InCusmes, In. l ue May 19 09:38:02 202D Page 1 Axe = 2 4 U4 G 294 11 3x4 C Scale=1:15.7 LOADING (pst) SPACING- 24)-0 Cat. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC D.19 Vert(LL) Wa - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) Iva - Na .999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Hom(CT) 0.D0 3 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 25 lb FT-20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-it-0, 3=7-11-0, 4=7-11-0 Max Holz 1=83(LC 11) Max Uplift 1=74(LC 12), 3=74(LC 12), 4=135(LC 12) Max Grav 1=142(LC 17), 3=154(LC 18), 4=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=2171268 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0DO bracing. NOTES. 1) Unbalanced rooHive-loadshave been Considered for this design. 2) Wmd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF9CDL=S.0psq h=1511; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Gable -requires Continuous bottom chord bearing. 4) This tmsshas been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) ' This truss has been designed foralive load of 20.0psfnm the bottom chord krall areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit -between the bottom chord and any other members. 6) Providemerhaniral connexion (by -others) -of truss to bearing plate Capable of withstanding 74lb uplift at joint 1, 74 lb uplift at joint 3 and 135 lb uplift at Joint 4. This item has been - electronically signed. and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. viaiter P.'Ro n pi Nomidii WTek usA;'Ine FL'C1A GM 891M Pmlia Eaa191vd; Tampa FL 33670 Date.- May 19,2020 ®WARNING-Vedydas19rpa.Ivwand READ MOTES ON MS AND INCLUDED MTEKREFERENCE PAGE III ray. 1=3420158EFORE USE. Design valid for use antywtte MTeND commtora. Thts design is basso only upon parameters sbo rr. ano Is for an Indrviduai building mmpdnenl not a Wss system. Before use, the building designer muInwrirygre WIoNablNy of design parameters and pmpedy InmgorAe this design Imo me orerall buiklingdm'ryn. Bradng lndimled is to prevent butting ofintlMdual Was web andlor diord membem ony. AddiaanaltempomyondpermaneNbraoJng M7ek" Lveiwaysrepuiredfmstebi0yendtopmwamllapsewdhpoa4MeMmmilrQuryendpmp rlydamage. ForgenendguidanoereganflMihe fabdmgon.dcmge,do=.emd mdbmtgofWmsand Wsssyslems,sae ANSIRRf Dueay Crawls, DSIL89 end BCSI SuMbing Compononf Sereyle.offon ovagaEble tram Truss Rate lnsitlua, 2la N. Lee Street, Saba 3l; Nexandra, VA 2ZJ14. fi906 PaM1e East Blvd. astB Tamps,Palle Job Tuss Truss Type pty Piy T20251262 2327569-GEM-1807 V2 Valley 2 7 Job Reference o tlanal OU11MIM I-IM source, rlant oly, as i 3B = 2 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09:38:07 2020 as 1 Scale -1:7.7 i Plate Offsets (X,Y)- 12:0.3-0,Edgel LOADING (cast) SPACING- 2-0-0 Cat. DEFL in (too) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) We - Na 999 MT20 244l190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n1a n1a BCDL 10.0 Code FBC2017rrP12014 Matrbt-P Weight: 10 lb FT=20% LU8IBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (sl7e) 1=3-11-0, 3=3-11-0 Max Hom 1=34(LC 11) Max Uplift 1=58(LC 12), 3=58(LC 12) Max Grav 1=t23(LC 1), 3=123(LC 1) FORCES. (lb) - Max. CompJMax: Ten.-All!oroes250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or-4-0-0 oc purling. BOTCHORD Rigid ceiling diree0y applied or 104-0at bracing. NOTES- 1) Unbalanced roo/7ive loads have been considered for this design. 2) Wind: ASCE 7.10; Vut=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf; BCDL-S.Opsf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; cantilever left and righlPxposed;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=4M 3) Gable requires continuous bottom chord bearing. 4) This trusshas been designedJor a 113.0 psi bottom chordlve load nonooncunent with any other live loads_ 5) • This truss hariaeen designed for a live load of 20:0psf on the bottom chord -in all areas where a rectangle 3-6-0-tall by 24)-0 Wide Will Po between the bottom chord and any -otter members. 6) Provide mechanical cannectiorr(by othersyal truss to bearing plate capable cf-wthstanding 58 to uplift-ayoint 1 and 56 to uplift at joint 3. This item has been electronically signed and sealed by Finn, Walter, PE using.a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Weber P. FNn PE'Ne.2t839 MiTek'USA:Ine FL Cod UM - 6904 Perks East Blvd. Tempe FL 33610 .Date:' May 19,2020 ® WARNING -MaArytlWgnparamerarswd READ NOTES ON SANOINCLUDEDM1giEKREFERENCEPAGEMINQ9re 14AM11015BEFOitEUSE Design vaatl for usa onlywM Miele® ownedors. This design Is bwW only upon pasmste,a shown, and Is for an IndiVduL hooding war oneK not a Was quota. Wave use, the balding deslpnermust verify the applicability of design parameters and pmpedy insagnsa eNis design Into toe ovwafl bWdingdosign. Breuingindkated is to pr MWWing MNdMdualtmsswOb wr cO memberswuy. Mil onaltemp anyandpanneambracing MiT®k' is always requited for sUbirhy and to prevent collapse wan passable personal INwy and pmpeiy damage. Forgenerel guldanceIegani m tam fadisason, watage,delivery, emoted and ldadng stausew and buss ryaems,we ANVIrPtl oualay Comda, DS8,89 and BCSI Building Component Sareylnrormeslan mmgabk eam Tmss Plate lnMMute,PiaN. Lae ShleH, Suee 312 Aiexmdde, VAP91d. 6904 Parke East BIM. Tangle, FL W10 Job Tmss Truss Type Oty Pty T20251263 2327569-13EM-1807 Valley 6 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 2x4 i 8.240 a Mar 9 2020 Mrrek Industries, Inc. Tue May 19 D9:38:09 2020 Page 1 ID:W458D oAOJSRgzhKYyxgihJbDqAReuyoidE8UmkY=BJWGIb63mGe7o2 IEV6dzEzoi Smle =17.8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) VdeR Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.05 Vert(LL) ra - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n1a - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.D0 2 Na ra BCDL 10.0 Code FBC20177rPI2014 Matra-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1044 oc bracing. REACTIONS. (size) 1=1-11-0, 2=1-11-8, 3=1-11-8 Max Hom 1=42(LC 12) Max Uplift 1-18(LC 12), 2=46(LC 12) Max Gmv 1-65(LC 17), 2=59(LC 17), 3=27(LC 3) FORCES. (to) - Mee. CompJMm. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL-5.0psf, h=15ft; B=4511; L=60R; eave=7ft; Cat. II; ExpC; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; Cantilever left and right exposed ;OC for members and forces S MVJFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=4,60 2) Gable requires continuous bottom chord bearing. 3)-This truss has been designedior a 10.0 psf bottom chordliveload nanconcument witirany other live leads. 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 andany other members. 5)Bearing at jolnt(s)2ransidefsparellel to grain value using ANSl[TPI l angle to grain formula Building -designer should -verify Cap Betty of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 18 Ib uplift at joint 1 and 46 He uplift at joirlt2 This item has been electronically signed and sealed by Finn, Walter,PE using a Digital Signature. Printed copies of this document are not considered signed and sealedandthe signature must be verified on any electronic copies. Wafter P.'Fnh PE No22839 WretllSA;tn.FLC.d&&M „ 8904 Parka East Blvd. Tampa FL 113610 Dale: May 19,2020 ®WARNING-Veroydessf,paramerms and READNOMS ON MS AND INCLUDED AgTEKREFERENCE PAGE MIF7473rev. 10/030015BEFORE USE Design valid for use wIIwth MTeM connectors. This design is basetl any upon parameters Oman. and IsWan iM1MdWI Wrong component not �■' w` a Wss system. Before use, the building dealgner mug w r fyMe appliablldy of design parameters and ppedy moorpmffie Mls design No the overall buMNgdewga. BmWglndialedlsNprsvenlbur gdhWdualUussweDandlarU Mmembm wof.AndnonaltempoaryendpemunembrsrNg Mirek' a slwayerepuhed for stability andto prevent collapse wen possible personal lbury and pmpeM damage. Forgeneralguldanseagarvingue fabncelon, damp. ss un and b.dng ofWes And trues sy9ems,sae ANSNWf QWAy Cdoula, Das"S and SCSI Buildingmp Coonent 6904 pads Fast BNd. evadabldeW :No SaMylnrarmWon e ham Truss Rea Indiana.218 N. Ise Eased, auto 31Z Monomadx, VA=% Tamps, FL 36610 Job Truss Truss Type Cry Ply T20251264 2327669-GEM-1807 V4 Valley 6 1 Job Reference o Donal b d 2x4 0,U s mar V mLu Mn eK m0usmes, Inc. I ue May le ue:JC:lu LU[u mn 2 Soya n 1:12.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL in (loc) Vdee L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) We - n/a 999 MT20 244/190 TCDL 15.G Lumber DOL 1.25 BC 0.20 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress InQ YES WB 0.00 Hoa(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrbc-P Weight: 14 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3.11-8, 3=3.11-8 Moot Ho¢ 1=98(LC 12) Matt Uplift 1=43(LC 12), 3=93(LC 12) Mu Grew 1=154(LC 17), 3=171(LC 17) FORCES. -(Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural mod sheathing directly applied or 4-0-0 ad purlins, except end verticals. Rigid wiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=42psF BCDL-5.Ops4 h=15ft; B=45ft; L=60ft; eave=7fL Cat. II; Exp C; End., GCIsiz—�RS (directional) and-C-C Exterior(2yzone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions- shown; Lumber DOL=1.60 plate grip DOL=1.60 - 2) Gable requires continuous bottomchordbearing: 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has bee i designed for a Into load of 20.0psf on thebottom chord in allaraas where a rectangle 3-6-01all by 2-0-0 wide Will fit between the bottom chord and any other -members. 5) Provide mechanical connection-lby others) of trusslD bearing plate capable of withstanding 431b-uplift at joint 1 and 93 lb uplift at joint 3. This iterntas been electranically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. ran PE No.22W9 cbTaFusp,'I�r; F�cali ssx - 004Paft East Blvd. Tampa FL 33610, Des May 19,2020 ®WARNING-weMyda smParameiemend READNOTESONrMSANDINCLODED6 KREr£REMEPAGEM147473r .IMWO15BEFORE115E 1 Deslp valid hr use onlywn MReMoonneclom. This design Is based ony upon pammHem shown, and Is red an Individual bullring mngwneM, nm IN e Wss ryrtem. Babre use, the building Oesgner must vertlythe appambirry M design paremetem and pmpady Nooryomte INs design Nto Ae ocerell buildingdesign. Bmungirrdi=distopmv WoxangdhdMdual Wss Webm&wOoNmembemmry Atltl8lonai iemparery end pe�manembrecing WOW always required fdrstsbiay and to prevent m0apse win possible personal injury and property damage. For gan dal guldanoe regarding the fabdr on,MWe,delivery,emM nmdbmdngd WssesaMb ss"ems.we ANSD7PrIOMMy Comda,DS"OmdBCMBuDding Comp oM Solely ldormerlon available bmn Toss Plae Insbade, 218 N. Lee Street, nude 312, Atexandda, VA22314. Seat Parts East BIM. Tampa, FL 38610 Job Truss Truss Type Qty Py T2D251255 2327569-GEM-1807 5 alley 5 1 Job Reference (optional) uuneers rust source, ream s4ry, ra-uoao, 3 6.24O a Mar 9 2U2U MI IeK IndusNes, Inc. Tue May 19 09.38:12 2021) Page 1 ID:W4SBD oAQJSRgzhHYyxgl7zJbQq-YHBnW gdv9Vv3CCHVRGsD=DPp BIC9JORCjnS4zEzof a4 It 2 3 2x4 i 2xa II LOADING (psn SPACING- 2-0-0 Cat. DEFL. in (too) Bdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(L-) n/a - We 999 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matro-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2K4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=511-8, 3=511-8 Max Hom 1=158(LC 12) Max Uplift 1=70(LC 12), 3=150(LC 12) Msx Grav 1=250(LC 17), 3=277(LC 17) FORCES. (1b)—Max. CompJMax. Ten. -AB forces 250 (Ib) or less except when shown. TOP CHORD 2-3=225/364 scale-1:19.7 PLATES GRIP MT20 244/190 Weight: 21111 FT=20% Structural wood sheathing directly applied or 2-2-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES. 1) Vdnd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; hell 5ft; B=4.5ft; L-60R; eme=7ft Cat. II; Eke C; Encl., GCpl=0.18; MWFRS (direatmral) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and - forces & MWFRS for reactions shown; Lumber-DOLF4:60 plate grip DOL=150 2) Gable requires continuous bottom chord bearing. 3) This truss -has been designed for a 10.0 psf bottom chord live load nonconartent with any other live loads. 4) ' This truss has been designed for a live load of20Upsf on the bottom chord -in all areas where a rectangle 3-6-0 tall by 24-0 wide Will fl between the bottom chord and any other members. 5) Provide mechanical connection (by others) of-tmsstu bearing plate capableof-wilhstanding 701b uplift atjoinl 1 and 150lb uplift at joint 3. This -item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WeeerRFinn PE fip=il wrakysAepn.cvtlpm , 0904 Pert* East Blvd.Tampa FL 73610 Date. May 19,2020 ®WARNING-Veffiydaslgnparanronnand READNOMONrMSANDINMUDWOMKREFERENCEPAGEW7473mv.l0 DISBFoREUSE Design w1m W use onlywM MneL®oonneciam. This design Is Oared only upon parameters clown, and is Oran IndMdual adding component nth � a Vuss system Reba use. Dm VWItlNg designer must vedy toe eppOraVilay oldealgn paramalen and popery Ncoryonga Nis tloslgn Into 1Ve meall pandlnr CmNmemape on paWg is tnpasesnal buildingeep M7ek- nelpn.Is d for smlMirandto coVucseeh osidWOlseenal ForgermIguimporzryressl. end pmpeM tlemage. For general guWance regaNing Ne m stnalaymmen maromon, merge,and vibusses an V%ss eynellnjury semylaramesto. tletivery,eft.Tand 0atlngor Vas es end Wsssam.&, 31 ANSVA Qualtty CMvrle, OSada ondeCSl Bullmng ewmponerrt Sebq lidormafbn evage le Vam True Plate Instduk, 218 N. Lea 9ael, SuOe 312, Alevntlda. VA 2A16. a9Wparts Eest BAN. Tempo, FL 36610 Job Truss Truss Type 01y Ply T20251266 2327569-GEM4807 V6 Valley 2 1 Job Reference (optional) omlaers nfSl aourca, "an,'ny'rL-uxo, 5.240 s Mar 9 2020 MIflek Industries, Inc. Tue May 19 Scale = 12D.9 4xG = 3 2x4 II 4 7 6 5 2x4 i 2x4 It 2x4 If 2x4 11 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (lee) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) Iva - n/a 999 MT20 244/190 TCDL 15.0 Lumber COL. 1.25 BC 0.23 Vert(CT) Na — nta 999 BCLL 0.0 ' Rep Stress Inc YES WB 0.13 Horz(CT) -0.00 5 n/a Iva BCDL 10.0 Code FBC2017rrP12014 Matrui Weight 341b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS ZA SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-11-8. (to)- Max Horz 1=175(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 5, 6 except 7=208(LC 12) Max Grev All reactions 2501E or less aljolnt(s)1, 5.6 except 7 3a5(LC 17) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=251/111 WEBS 2-7=293428 Structural wood sheathing directly applied c6-0-0 cc purtins, except end verticols. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)-Wnd: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL-5.OpsY h=15ft; B=45ft; L=60ft; eave=711; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and fonts & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 -2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This-Imss has been designed for a 10.0 part bottom chord live load nonconclment with any other live loads. 5) ' This truss has-been designed -for a live loadof 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 240-0 wide will rd 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 atjoint(s) 5, 6 except Ut=1b) 7-208. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Y7aftePP_ Finn PE Ne22839 WdkUSXMs. FL Cod 604 6904 Perk, East Blvd. Tampa R. 33610 Date, May 19,2020 ®WARNINO-Verify Eecign parannrers and READ NOTES ON MS AND INCLUDED AVTEK REFERENCE PAGE WAT47.1 rev. 1=1Z0f5 BEFORE ME Design valid for use only with harness, canneo0rs. This design to based any upon pardmmers SEmm, eM is for an Individual bolding component, no e Muss system. Before use, the building designer must wrily Me Amiability a design pmaineters antl pmpedy Incis"rate this design into the averal bulltlingdeogn. Bz ngu iratediatopre MWMJ gMNdMdualWssweb=WorOoNmembenoky AddNoneltempo2ryarMpertnanembreGng MiTek' Is always required hr stability and to prevent collapse with posal le personal injury and property darns, Forgeneml guider=e regarding me fabralon, storage, derws , erection and belong aftrussas and Muss systems, see ANS7?1sill Quality CdNds, DSBe9 end BCGl Building Cmmppnent SorWhisa rmed" aveaxble Mom Truss Plate Institute. 218 N. Lee Suisse. Suite 312, Alexandra, VAM14 Has8 Has Parke East BIW. . Tamp; FL nal Job Truss Truss Type oty Ply T20251267 2327569-GEM-18D7 10 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32558, 8.240 s Mar 92020 MiTek Industries, Inc. Tue May 19 09:38:D42020 Page 1 ID:W458D oAQJSR9�HYyxglTzJbQq-nMrFkmi VCfzgabjLZFuChIXRKWdFbynLAXzEmn 2x4 II 4 2x4 i Zee I 2x4 I Scale =IMA LOADING (pat) SPACING- 2-0-0 Call. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 7.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) r1a - n1a 999 BCLL 0.0 Rep Stress Inrr YES WB 0.15 Horz(CT) -0.00 4 nia n/a BCDL 10.0 Code FBC2017ITP12014 MatrirzSH Weight 271b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-0-1, 4=7-0.1, 5=7-0.1 Max Horz 1=190(LC 12) Max Uplift 4=-80(1_C 12), 5=217(LC 12) Maz Grav 1=98(LC 1), 4=147(LC 17), 5=403(LC'17) FORCES. (lb) -Max. Comp3Max. Ten. -All forces250-(11b) or less except when -shown. TOP CHORD 1-2=-315/130 WEBS 2-5�319/490 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) -Wind: ASCE 7-10; `✓ug=174knph (3-second gust) Vasd=132mph;TCDL=4.2psf; BCDL=5.0psf, h=15ft}B=45rL=6DR; em a=7it, =_ II; Exp C; Encl., GCpl=0.1 B; MWFRS (directional) and C-C Ecledor(2) zone; cantilever left and right exposed ;C-C for members and forces S MWFRS for reactions shownLumber DOL=1.60.plate.grip DOL=1.60 2) Gable requires continuous bottom chord -bearing. 3) Thistruss has been designed for a 10.0 par bottom chord live load nonconcurrenl with any other live loads. 4). • This buss has been designed for a live load of 209psfon-the bottomchordin all areas where a rectangle 3-64) tall by 241-0 wide - will M between the bottom chord and any other members. 5) Provide mechanical connectiorr(by others) of truss to bearing plate -capable of withstanding 80 lb uplift at joint-4 and 217 lb uplift at joint S. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE Nd=638 - WrAUSlj c'FL'Ced8G10 Date, tke East 8N6TampeFLb1610. ata'�. May 19,2020 aaaaa ®WARNING- Verhydsslynparamefers andREAD NOTES ON TBISANDINCLUDED kn1FKREFERENCE PAGE W741r3mv. 1oVW015BEF0REUSE INDa gn valid for use only win Wake caressive. nis design is based only upon parameters shear. and is far an nslMdual building wmp wK net abuse system. Before use the building designermustvedythe appgcablByofdesign pemmemsnitpmpedynMryo eMisdesign NtoOeommll building design. Bmcing lMiwted lsta pea M WWng M MEmduat Wus b endlor choM members any. A4dhlo al tempoeay antl pennaneM bracing M!Tek" is ahvays required for stability and to peaveM wlapse with possible personal injury and property damage. For general guidance regaNing the fabrication. Manage, del e , erection and beading of musses and=a systems, see ANS lDuary CMena. DSB4i9 and firs/ Beading Component was Pens Fast BNtl. Sefeyinformatlon avalableham Truss MMelMRMe,218N.LeeS ,Suda312.Nmeandda,VA22314. Tampa. FL Mal Job Truss Truss Type Qty Ply T20251268 2327569-GEM-1807 V11 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32565, 8.240 s Mar 9 2020 M7ek Industries, Inc. Tue May 19 09:38:05 2020 Page 1 ID:W45BD oAQJSRgzhHYyxgl?zlbQq-FxD72bIEZOe3H7F9XIEa6SQNU9sj3zKOgrXvi zFiom ad 11 3 5 4 2x4 ' ad II aid 11 LOADING (pst) SPACING. 2-0-0 cSL DEFL. in (loc) Vdefi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n1a - We 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(CT) -0.DO 4 We n/a BCDL 10.0 Code FBCZ017/rP12D14 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-11-8, 4=E71-8, 5=6-11-8 Max Harz 1=189(LC 12) Max Uplift 4=-79(LC 12), 5=215(LC 12) Max Grev 1=97(LC 1). 4=146(LC 17), 5=400(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP -CHORD 1-2=313/130- WEBS 2-5=316/487 Scale =133.1 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- -1)-Nnd: ASCE 71D; Vag=170mph (3-second gusi)Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B-05ft; l-==6m emv 71t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shmsm; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard bearing. 3) This truss has been designed fora-10.0 psf bottom chard live load nonconcumenl with any other live -loads. 4)' This truss has been-c esigned for a live load of 20.Opsf on the -bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 %vide will fl between the bottom chord and any other members. 5)-Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 to uplift at joint 4 and 215 lb uplift at joints. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed Copies -of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WattarP Finn PE'Nd228.19 WTeYl *Mlc FLCert693E.... 8904Parka EastBlvd. Tampa FL 33610 oaie May 19,2020 ®WARNING- Verify dsslgn parameters a,d READ NOTES ON MS AND INCLUDED bUTEK REFERENCE PAGE M&7473 rW. 104%b2015 BEFORE USE Design wlid for use only ash MrieMconneGOrs. This design is based only upon parameters sham, and is for an ind'Mdual Wilding wmppneM, net 2 truss system. Before use, flee bul designer must vestry the appacablley of design parameters and pmpurt&wrsomm Nis design Ldo the overall buildingdesgn. Bm4 gindicmedistoprewMbuWhgofindmdualWsswebmWwdloNmembersorury. Addeionallemp raryandpermanembrsdng MOW baFwaysrequiredhrslablNyandmprew collapsewnhpo Wepers Inlwyandpropertydamage. Forgeneralguidancenmardugthe ra0ncalion,storage, sellver, assess and bmang oftrusses and Luse systems, we ANSt?Plf QuWityC 4DSBa9and BCBl Building CampaneM 6904 Parke Fast BM. Sahrylnlprmagpn awilable turn Tmw Piste Ins 0.218N Lee Street, Suge 3lZ Alexanda, VA 22314. Tampa, FL Will Symbols PLATE LOCATION AND ORIENTATION �4sj " Center plate on joint unless x, y offsets are indicated. FEDimensions are In ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Old, I For 4 x 2 orientation, locate plates 0- yje' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System _ 8 I dimensions(Drawings not to cafe) eenths Ill (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 SCSI. 2. Tress bracing must be designed by an engineer. For wide truss spacing, individual lateral brews themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never slack 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 Joihl 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 ANSVTPI I. 8. Unless otherwise noted, moisture content of lumber shot not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applIcable for use with fire mlardant, preservative treated, or green lumber. 10. CImber is a non-sWctumt considembon and is the rdgpogsibilityof Wss fabdcetor. Genemi pmdice is to camber for dealt load defection. 11. Plate llyypv, slid, orientation and location dimensions indicatbd )ire rpinimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified, 13. Top chords must be sheathed or puflms provided at spacing Indicated an design. 14. Bottom chord require lateral bracing at 10 R. spacing, or less, If no ceiling Is instaged, unless otherwise noted. IS. Connections nol shown are the rdaponsibility of others. 16. Do not cat or alter rose member or plate without prior approval o1 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 pNect engineer before use. 19. Review all porllons of this design (front, back wards and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria.