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TRUSS PAPERWORK
MiTek' ARE: 75443 MiTek USA, Inc. 6904 Parke East Blvd. SANj�LIN / Q55675 Tampa, FL33610-4115 Site Information: Project Customer: GRANDE CONSTRUCTION OF FL Project Name: 75443 Lot/Block: Subdivision: SCANNED Address: 18101 WAGONWHEEL LANE BY Cityjj PORT ST LUCIE State: FL St. Lucie County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/fP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Design Method: MWFRS (Directional)/C-C hybrid Wind ASCE 7- Roof Load: 37.0 psf Floor Load: N/A psf This package includes 75 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T15200047 kja 9/27/18 26 T15199997 a9 9/27/18 2 T15200048 kjc 9/27/18 27 T15199998 3 T15200049 k11d 9/27/18 28 T15199999 as 9/27/18 b 9/27/18 4 T15200050 pba 9/27/18 29 T15200000 b1 9/27/18 _ 5 T15200051 pbb 9/27/18 30 T15200001 b2 9/27A8 6 T15200052 v2 9/27/18 31 T15200002 b3 9/27/18 7 T15200053 v2a 9/27/18 32 T15200003 b4 9/27/18-' 8 T15200054 v3 9/27/18 33 T15200004 b5 9/27/18 9 T15200065 v4 9127/18 34 T15200005 136 9/27/18 10 T15200056 v4a 9/27/18 35 T15200006 b7 9/27/18 11 T15200057 v6 9/27/18 36 T15200007 c 9/27/18 12 T15200058 v6a 9/27118 37 T15200008 grl 9/27/18 13 T15200059 v8 9/27/18 38 T15200009 gr2 9/27/18 14 T15200060 v8a 9/27/18 39 T15200010 gr4 9/27/18 15 T15200061 v10 9127/18 40 T15200011 gr5 9/27/18 16 T15200062 v12 9/27/18 .41 T15200012 gra 9/27/18 17 T15199988 a 9/27/18 42 T15200013 grb 9/27118 18 T15199989 a1 9/27/18 43 T15200014 19 T15199990 a2 9/27118 44 T16200015 grc 9/27/18- grd 9/27/18' 20 T15199991 a3 9/27/18 45 T15200016 gre 9127/18 21 T15199992 a4 9/27/18 46. T15200017 22 T15199993 a5 9/27/18 47 T15200018 ggrh 9/27/18 h 9/27/18 23 T15199994 a6 9/27/18 48 T15200019 24 T15199995 a7 9/27/18 49 T15200020 h1 h2 �_9l2L]8.�� :9/27/18 25 T15199996 a8 9/27/18 50 T15200021 h3 9/27/18- I J The truss drawings) referenced above have been prepared by MiTek USA, Inc. under my direct supervision JPRjy based on the parameters provided by Chambers Truss. ,���� Truss Design Engineer's Name: Finn, Walter date for the Florida is February 28, 2019. �1�(',IE N g •• .ti;, T. _Fi '•, % t My license renewal state of J , Florida COA:6634 No 22839 IMPORTANT NOTE: The seal cp:tnese truss component designs is a certification *O that the engineer named is licensed in the jurisdiction(s) identified and that the o' j I •"'' 2 designs comply with ANSI/rPI 1. These designs are based upon parameters 9O: STATE' `ju OFF .:��� shown (e.g., loads, supports, dimensions,shapes antl design codes), which Were ��� given to MiTek. Any project spebific Information included Is for MITek customgrs file reference purpose only, and was not taken Into account in the preparation of ,p•.,.c` i� p I p, ,� _, R \ O,\.,�� :•'- of the design thesedesigns. MiTek has not independently verified the applicabBefore �i�s& •t••••' � ��•.;+__ i use,ility arannverify gn an parametersnt la b�land or Ibuilding � ��N A �0�,-• ° ,• should appliCabil ty of des properly incorporffi these desiesignsr I � IJ i 1 into the overall design per ANSUTPI 1, Chapter 2. Walter P. Fin PENo22a39 - Mink USA, Inc.(L Cen 6634ia 6904 Parke Fast mm- likl TaTarnpa R.336t0 September 27 1 of 2 Finn, Walter ,2018 SHOP DRAWING / SUBMITTAL RE &APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED TO COMIL ,R IS RES Architectonic Inc. Fort Pierce; FL 34950 RECEIVED DEC 03 20% ST. Lude County, Permitting l 1 i Li RE: 75443 - SANDLIN / Q55675 Site Information: Project Customer: GRANDE CONSTRUCTION OF FL Project Name: 75443 Lot/Block: Subdivision: Address: 18101 WAGONWHEEL LANE City, County: PORT ST LUCIE State: FL T 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73' 74 75 Seal# Truss Name Date 2of2 DEC 0 3 2018 ST. Lucie County, Perrr Job Truss Truss Type ety Ply / 055675 • � T15200047 75443 KJA Diagonal Hip Girder 1 1 �SANDLIN Job Reference options l Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:61:19 2018 Page 1 I D:RK6vCXPFhoOVRVwjtbjdZLyjeAa.gMgtuBZxhv21 KdG8umeHgwwwgxa4RXVibHLZ_SyZObc -2.8-15 5.1-9 9.10.1 2.9-15 &1-9 4-8-7 Scale: 1/2'=l' $-1.9 4-0 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (foe) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.31 Ved(LL) 0.16 6-7 >751 240 MT20 244/190, TCOL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.20 6-7 >593 240 BOLL 0.0 ' Rep Stress [nor NO WB 0.46 Horz(CT) 0.01 5 rVa tVa BCDL 10.0 Code FBC2017/TPI2014 Malrix-MS Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=127/Mechanical, 2=568/0-10-15, 5=561/Mechanical Max Harz 2=182(LC 8) Max Uplift 4=-76(LC 8), 2=-386(LC 8), 5=303(1_0 8) Max Grow 4=127(LC 1), 2=662(LC 28), 5=561(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1043/449 BOTCHORD 2-7=492/919,6-7=492/919 WEBS 3-7= 251/451, 3-6= 997/534 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rfgfd ceiling directly applied or 9-0-13 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psP, BCDL=3.Opsf; h=15ft; B=45tt; L=24ft1 eave=4f; Cat. II; Exia B; Encl., GCpi=0.18; MWF PIS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 vide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=lb) 2=386, 5=303. 7)'NAILED' indicates 3-1 Od (0.148'x3') or2-12d (0.148'x3.25') toe -nails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8= 20 Concentrated Loads (Ib) Vert: 11=51(F=25, B=25) 13= 31(F) 14=72(F=36, 8=36) 15=6(F=3, B=3)16= 474(F= 24, B=450) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -VedrydW9np=M6Ie sAod REAONOrn ON TN/SANOWCLUOEOMr KNEFERANLEPAGEMA7473mv iNTUAVISEEFOAEUSE �■�- Deslgnvalldf6ruse only WlthWeld) connectors. This design b based only upon Mameters shown. and is for an lndive al bonding component, nal a truss systeW Delete use. 11>e Wilding designer must verify Ito applicability of design parameters and property Incorporate this design Into the overall Wadlrxttleslgh. Bracing Indicated Is to prevent WcklingofintlNltlualtruss web and/or chord members only. Addlllonaitempomryandfxnmanenibracing a•��w MiTek' a always required for stablaty, and to prevent collanse wlih posslale personal Injury anal property damage. For general guidance recording Ito fcbrtcallon, storage. delivery, erection anal bracing of trusses and truss sysfemp weAftwif Quality CSPadv, DSB49 and Bear Wilding Cornponenf 6904 Parke East Blvd. Safety lnlontro flonavdlable from Truss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexandria VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply SANDLIN / 055675 ' ' T15200048 75443 KJC DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2015 MI I eK mauSDleS, Inc. Thu bep 2/ 12:Sl:ze zUl a v 0 Scale=1:20.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.01 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ved(CT) 0.01 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.16 Hou(CT) -0.01 4 n/a rVa BCDL 10.0 Coale FBC2017/TPI2014 Matrix -MP Wind(LL) -0.01 6-7 >999 240 Weight: 411b FT=20°/ LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=61/Mechanical, 5= 135/Mechanical, 7=66610.4-4 Max Harz 7=108(LC 24) Max Uplift 4=-84(LC 8), 5=-140(LC 17), 7=-341(LC 8) Max Grew 4=88(LC 28), 5=47(LC 24), 7=666(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-249/477 BOT CHORD 2-7= 410/249, 6-7= 410/141 WEBS 3-7= 525/284, 3-6=147/428 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 6-0.0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpI=-0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcufrent Wth anyotherlive 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 vide 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 Russ to bearing plate capable of withstanding 1001b uplift at Joint(s) 4 except 6t=1b) 5=140, 7=341. 6)'NAILED' Indicates 3-1Od (0.146'x3°) or 2-12d (0.148°x3.25') toe -nails per 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 CASES) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veda,1-2=14, 2-4= 54, 2-5= 20 Concentrated Loads (Ib) Vert 10=54(F=27, B=27) 11= 92(F= 46, B=-46) 12=65(F=32, B=33) Walter P. Finn PE No.22639 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September27,2018 ®WARNING-VeMydmfgnpammerexeaod RE4DN0IES ON TN/SANDINCLUDED MgEKREFERANCEPAGEM1l-7473rev. 101%V20158EFORE USE Design valid forum mly WIh MRekHconnecton. Risdasim Is based only upon parameters shown, and Is form ¢WiWtlual Whaling component, not a Muss system. Before use, the building designer must ver ry the opplicabilly of design parametersand properly incorporate Ih10 design Into ale overall buldingdedge. Bracing lntlkMedIsto seventdreklingofindMdualtrusa ebaM/or chord members only. Addlionallemporaryadpermanenlbrming MOW h always required for stablllhy and to prevent condom with posWle personal Injury and property damage. For general guidance regarding the faMcutim, storage, delivery, erection and brockx) of trusses anal muss systems, meANS&VN Quality Cited , DS"9 and BCV Bu1tl91g Component 69M Parke East Blvd. Solely Wolmafbrlavdlable hom Truss Plate Institute. 218 N. Lee Sheet. Site 312. Alexandria. VA 2231A. Tanana, FL 33610 Oty Ply SANDLIN/055675T15200049 ;Job 3 �Tw���TmssType irder 4 1 Job Reference o tional unamuerb uubb, um., ruu net , Scale =1:14.0 Plate Offsets (X Y)-- f2:0-0-13 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Ven(CT) -0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(LL) -0.00 8 >999 240 Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid caning directly applied or 10-0-0 oc bracing. REACTIONS. All beatings Mechanical except Gt=length) 2=1-10-10, 5=0-3-8. (lb) - Max Horz 2=107(LC 8) Max Uplift All uplift 100 Ib or less at joints) 3, 4 except 2=-280(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5 except 2=356(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2ps1; BCDL=3.Opst; h=15ft; B=45f1; L=24fl; eave=lN; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurtent with anyother live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except Gt=lb) 2=280. Walter P. Finn PE NoP2839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 O WARNING. VedrydeegnpammolommdBEADNOTESOtIMSANDINCLUDEDMREKBEFEAANCEPAGEM7473min 10103420158EFOFE USE. Design valid foruse arty w11h M11ei,,16,connectots. INsdeslgn k based only upon parameter shown, and is for an InalNtluol WJtllm component.her �R ■` a Iruss syalem. Before use, the IndlOing desfgner must verify the opplic fIdIIIy of design parameters and properly Incomorate k,h design Into the overall buetllrgdadgn.&adngIndicated! istoprevenlbucklingofindlvldualimsweb arid/or chord members only. Atldllloaltemp mwmdme arantbrodrg Is always required for stablllly and to prevent collapse with posside personal Injury antl property comage. For general gultlmce regada,g the MiTek' fabricaflon storage, delivery, ereclfon and bracing of trusses and 1ms systems, seeAM5U1P/l OuaNy CftdU, DS11-09and BCSI BGYd9p ComPonml 6904 Parke But Blvd. Salefylnlonnalbnnvdlode from im ss Rate Institute. 218 N. Lee street. suite 312. NexandAa VA 22314. Teirya, FL 33610 Job Truss Truss Type Cry Ply SANDLIN ! 055675 T75200050 75443 PBA Piggyback 2 1 Job Reference o lional Chambers Truss, Inc., Fort Pierce, FL 8.130 S Mar 11 2018 MI I OK Industries, Inc. I nu Sep 2/ 12:bl:22 20i8 Page 1 ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-4xW?WDbO_gOcB5?jZuC IYXSlglee?MBHFeDbnyZObZ 20-0 4-3-0 6-3 0 H-0 2-3-0 2-0-0 Scale =1:12.5 316 = 3x6 = TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY 3x4 = PURLINS AT 2-0-0 OC. MAX 3x4 = TYPICAL. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 5 Nr 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.00 0' n/r 90 BOLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maldx-R Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=196/4-5-6, 5=196/4-5-6 Max Harz 2= 21(LC 10) Max Uplift 2=-76(LC 12), 5=-76(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -Aft forces 250 (Ib) orless except when shown. TOP CHORD 2-3=-229/277, 3.4= 198f264, 4-5=229/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psF, BCDL=3.Opsf, h=15f; B=45ft; L=24fg eave=4f; Cat. II; Expo B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exledor(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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, S. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base Imss as applicable, or consult qualified building designer. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cori 8634 6904 Parke East Blvd. Tempe FL 33610 Date: September 27,2018 A WARNING-Vodrydaafgnparametan and READ NOTES ON THIS AND WCLUDEOMREKREFERANCE PAGE MOJ473ree 101112a159EFOREUSE valid for Use oNyvAih Mifeke cohr octors. nds design h based only Upon porameteR shown. and is form kldlvlduai budding eomponeht, not INDesign a It=system. Before use. the bulldltg designer must vedfy the applicability of design parameters antl properly incorporate this design Into the overall bulldlrg design. Bracing Indicated is to prevent buckling of lndlvdual truss web andlor chord members only. Adtlnlonal temporary and permanent bracing MiTek' Is always required for stablilh/ and to prevent collapse Win possible personal ln)ury and propedy damage. For general guidance recording the tablcolkai storage, delivery, erection and bracirg of fnraes and truss systems. aaoAN3MI1 County Workt, DS"9 and SCSI WSdbsy Component 6904 Parke East Blvd. Softlylnbrmalbmvdlable from Truss Rate InstlMe, 218 N. Lee Street. Sulie 31Z Alexardda. VA 22314. Tarrya, FL 33610 Job Truss Dry Ply SANDLIN / 055675 T75200051 75443 PEE �TrussType Piggyback 8 1 Job Reference o tional l namoers I iu J. ma, run r,amq rL 3.4 = III 3 6 I D:RK6vCXPFhoOVRVwjtbjdZLyjeAa-4xW? W Db0_gOcB5?jZuC_IYXS59ole?pBHFaDbnyZObZ 4x4 = 3x4 = Scale =1:12.3 6-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.17 Vert(L-) 0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 5 rilr 90 BCLL 0.0 ' Rep Stress Incr YES W B 0.04 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: IS lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=117/4-5-6, 4=117/4-5-6, 6=157/4-5-6 Max Harz 2=35(LC 10) Max Uplift 2=-66(LC 12), 4= 66(LC 12), 6=-19(LC 12) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst;, BCDL=3.Opst, h=1511; B--45ft; L=241t eave=ift; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 Ib uplift at joint(s) 2, 4, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. WifterP. Finn PE No,22038 NITA USA, Inc. FL Cart 6634 6904 Parka Eaa1 Blvd. Tampa FL 33810 Date: September 27,2018 MREKflters AoOE PAGEMIIrmmu lON.UAISeig resign se odyu o anal Is(or corn n Wadirtscn ihIsst W,IhbuldIng De9gnyste vesignkbaplioNyuponpagn fcrarsstormnd p Ittottenover to Imsssystem. Beforeuse,Ileated ng designer maskIaomorat Intothe overall .Befoe use, designer Iddlito afente ling ofheapplicablllfy etland/parametersantlpropoay rary lw y requir firming stcflllllcofadls foprevent orcres with intllvlduolimsswebry anal chord memnage. t. gerseol guidacereantl permorrenl braclrg Istbdact required for Wxe Isalwaystlamgle.Forgeneralga8=BrMing panel ps, iwiTek' eliveryarsal retopreventaci tw spte %seantlProperty Cglno fabdcatkxtstorage,WaNe,ere bracing of16 ssuie31.Mexaade, aacIDy WSeM, oSad9 and BC51 eurttlhg ComOonen/ Parke E351Blvd. N.eeStruss Safety Nbrmallomrt➢ablefroru truss Rafe Institute, 218 N. Lee Sireel. Sulio 312. FVexarclda VA22314. Truss Teirye, FL 33510 Ta Job Truss Truss Type 0ty P=ial) T75200052 75443 V2 Valley 2 Gnambers l mss, Inc.. ron rierce, rL 3x4 i ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa -yilWMbewl2w2tiJUokGwSOiAnmAdapLkCIYRkZyZObV 2 3 LOADING (Pat) SPACING- 2-0-0 CS1. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grp DOL 1.25 TC 0.06 Ve 1(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 HOrz(CT) -0.00 2 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. pb/slze) 1=5112-0-0.2=37/2-0-0.3=1412-0.0 Max Horz 1=25(LC 12) Max Uplift 1=9(LC 12), 2=-26(LC 12) Max Grav 1=51(LC 1), 2=38(LC 17). 3=28(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -AU forces 250.fib) or less except when shown. Scale =1:7.8 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLA.2psf, BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=4N; Cat. II; Exp B; Encl., GCpI=0.18; MN/FRS (directional) and C-C Ex(erior(2) 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) Gable requires continuous bottom chord bearing. 3) Thfs truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at Joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 2. Walter P. Finn PE No.22839 fAFFek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING - Vedrydeslgnpammerva..d READN07E3 ON MISAND/NCLUOEDM/fEKa£FERANCEPAGEMP74Ylmv. IGA02015 BEFORE USE Design valid for use only with MBekD canrectors. INsdaslgn k basod only upon ,ut=eIeM sho". and Is form Ihdlv(dual buadirg component. not �� a Muss system. Before use, Me building designer must ver fy the oppllcaUlty of design parameters and properly Incomorate Ih6 design Into the overall bulydingdeslgn.FrachghdIcatedIstoprevent Walking ofkMMdualIussweb ard/or chord merners only. AddllImoItempoIcrymtlpermmmtbroclW MiTek' G always required for staNny and to maven} collapse WIM possible persanal Injury and propeM damooe. For general guldance regarding the fabrication. storage. doWeW. erectlm aryl bracing of trusses arsd Inns sysfems, saaANNrTll Quality Crfaft DSB.89 and BC51 Buiding Component 6904 Parke East Blvd. Safeyhformofbmvdlable from Truss Rate hsfitate, 218 N. Lee Sheet. Sete 312. Alwmcma. VA 2231A. Tarrya, FL 33610 Job Truss Truss Type Cry Ply / 055675 T15200053 75443 V2A Valley 1 1 �SANDLIN Job Reference (optional) Chambers Truss, Inc., Fort Memo. FL 3x4 G o.iaosmu. I. ..o ewer, umoemee, mc. Tire oey 27 12.5 i.Zr Zee, ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-RuJUZwfYoM2vHsugMSo9?bFKUAW XJGbtRXH_G?yZObU 3x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (too) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - Was 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Verl(CT) rda - n/a 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matfix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=64/2-6-0,3=64/2-6-0 Max Horz 1=32(LC 12) Max Uplift 1=-11(LC 12), 3=-27(LC 12) Max Grant 1=64(LC 1). 3=66(LC 17) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:9.0 PLATES GRIP MT20 244/190 Weight: 8lb FT=20% Structural wood sheathing directly applied or 2-6-0 no puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp B; Encl., GCpl=O.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument With any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Perko East Blvd. Tampa FL 33610 Data: September 27,2018 ®WARNING -Vedfydes/gn parameter, andREAO NOTES ON MISANOINCLUOEO MREKREFERANCEPAGEM0.74ea... 1eN32a15 BEFOREUSE Design wild for use only with Mnelu) connectors. lhls design 6 based only upon parameters shown and Is for an Individual ba9ding component. Ilot a tracer system. Before use, the bulleling designer must verify the appllcal Mly of design pmamoters arul properly Incorporate Ink design Into the overall building design'. &acing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporary and permananl bracing MOW is always reafrod for stability and to prevent collapse wah posrNe personal Injury and property damage. For general guldonce regaralng the fab eachon. storage. delivery. erection and bracing of trusses and huss systems, seeANSVIPII pua@y Q9efb, DS949 and OCS18Ndaly Compmenl 6904 Parke Easl Blvd. SaletyhdonnalbNvdlable from Tess Rate formula. 218 N. Lee Streel. Sulle 312, Alexardda. VA 22314. Tmrae, FL 33610 Job Truss Type Oty Ply SANDLIN / 055675 T15200054 75443 FV3 Valley 2 1 Job Reference o tional chambers I loss, Inc., ton Fierce, FL I D:RK6vCXPFhoOV RVwjtbjdZLyjeAa.v5tHnGgBZgAlvOSsw9JOYpnRYZgf2irOfB1 YpRyZObT 3x4 '- 3x4 II 3 Seale=1:12.5 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.37 Veri(LL) n/a - We 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WS 0.00 Hom(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 131b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. pb/size) 1=115/3-10.8, 3=115/3-10-8 Max Hoz 1=56(LC 12) Max Uplift 1=-20(LC 12), 3=-48(LC 12) Max Gmv 1=115(LC 1). 3=11SILO 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc puffins, except end Verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=4511; L=24ft; eave--llt Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl with any other live loads. 4) ' This tmss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 8934 6904 Parka East Blvd. Tampa FL 33610 Date: September 27,2018 ,"WARNING-wedly designpaamefen entl READ NOTES ONTHIS AND alCLUO£DMREKREFERANCEPAOEAV-7473rov. 10IM342015BEFOREUSE Deslgn wild fcr;usa oNyvMh MRekOGVnnecto¢.111s doslgn Is based oNy upon parameters shoum, and Is foram htlividual Warding component not a inns system. Before use. the bullring designer must verity the appilcabrity of design parameters and properly hcoporate this design Into the overall bullNngdeslgn. 0achgindkate Istoprevenl Wcklingotlndlvldualinnsweband/orchrdmembersody. Atldllofwl temporary mmd peimarment bracing MOW Is dways required for stability and to prevent collapse sAm possible personal injury and properly damage. For generd guidance regmang the fabdcatbm stomDe. detiveW, erection and bracing oNrusses and buss systems. seeAffiWWR Cuallry CmDfb, DS949 and SCSl Ruddhy Component 6904 Parke Ead BNd. Svhty Woanalbmvdlode from truss Rate haidute. 218 N. Lee Street. Sure 312. Alexandra VA 22314. Tarry., FL 33610 Job Truss Truss Type Dry Ply SANDLIN / 055675 ` T75200055 75443 V4 Valley 1 1 Job Reference o tional warn .... ........ o., rrnt riewe, rc I D:RK6vCXPFhoOV RVwjlbjdZLyjeAa-NHRf_cgpKzlc W A13Utgd4OKbozgdng5Auan5LtyZObS 3x4 i 3x4 II IY 3 Swle =1:128 LOADING (psO SPACING- 2-0-0 CSI. DEFL. In (100) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) n/a - n/a 999 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hcrz(CT) 0.00 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. pb(size) 1=120/4-0-0,3=120/4-0-0 Max Harz 1=59(LC 12) Max Uplift 1=-21(LC 12), 3=-50(LC 12) Max Grav 1=120(LC 1), 3=122(LC 17) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15f ; B=4511; L=241t eave=41C Cal. II; Exp 8; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 1001b uplift at joint(s) 1, 3. WalterP. Finn PE No.22639 MiTek USA, Inc. FL Con 6634 6904 Perko East Blvd. Tampa FL 33610 Data: September 27,2018 ®WARNING- Vud/yclaWgnpatametemand READ NOTES ON THIS AND INCLUDED MNEKREFERANCEPAGEMR-747Srev.IdD3/POISEE£OREUSE Design valld for use only with MITakry connectals. This design Is based only upon patameles shown, and Is for an ¢sGvltluai wilding component, not a truss system. Before use, the building designer rnust verify the appllcabilly of design mrometers and properly incoiporale this dodger Into the overall building design;Bracing Indicated is to prevent buckling of Individual louse web and/or chord members only. Addllonal temporary and permanent bracing MiTek' b always regWradfor stablllly and to Prevent collapse Win ponble personal Injury and lxoperty damage. For general guidance regarding the foMicalbn,storage, detiVery, ereCllOn and bracing Of messes and mass systems, seeAHSVIPll Quarry Carotid, DSE41I and BcS, Eartlbg Component 6904 Parke East Blvd. SaMb tnionnatbtnvanabie from loss Rate Institute, 218 N. Lee Street. Suite 312. Alexondda. VA 22314. Terry., FL 33610 Job s Truss Type 0ly Ply SANDLIN / 055675 T15200056 75443 TV4WA Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fon France, FL vop c, . ID:RK6vCXPFhOOVRVwjtbjdZLyj eAa-N H Rf_cgpKzlcW A13Utgd4OKZW zeSng5Aurm5LtyZObS 2 3 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vart(LL) n1a - n1a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Verl(CT) n/a - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n1a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 WEBS 2x4 SP No.3 REACTIONS. Ob/slze) 1=138M-6-0,3=138/4-6-0 Scale=1:14.0 PLATES GRIP MT20 2441190 Weight: 1611b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling drecliy applied or 10-0-0 oc bracing. Max Horz 1=68(LC 12) Max Uplift 1=-24(LC 12), 3=-5S(LC 12) Max Grav 1=138(LC 1). 3=141(LC 17) FORCES. (Ib) - Max Comp fMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.0psh, h=15ft; B=45ft; L=241t; eave=411; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) 0-7-7 to 3-7-7, Intedor(t) 3-7-7 to 4-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed far a live load of 20.Opst 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s)1. 3. Walter P. Finn PE No.22939 MTek USA, Inc. FL Craft 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 27,2018 - ®WARNING- VedlydealgnparamaramandREADNOTES ON THISANDWCLUDEDMNENflEFEfl INCE PAGE MX7477rev. 1441]ReISBEFORE USE �■�' Design vald for Use only With Mnek0connectas. TNs design 6 based only upon porametem Mown. and is form individual Wilding component rat a buss system. Before use, the building designer must vedfy the alrpllcobety of design parameters and mop rry Incorporate th(Idesign Into the overall Ixundlrg design. Bracing indicated is to prevent buckling of Individual truss web and/or choral members only. Addriorcl temporary anal permanent bracing i.��■ MiTek' Is always required for stablllN and to prevent collapse with possible personal lnFrry and property damage. For general guidance regarding the Fabrication, storage, delNery, erection and bracing of trusses and truss systems. sesAlva ylPll Quality C2eh/, D049 onaf 1i Bumbf, Component 6904 Parke East Blvd. Satoty NfolmotbrwdloDle from Truss Plate InsaMe, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply / 055675 T15200057 75443 V6 Valley 1 1 �SANDLIN Job Reference (optional) enamoers l russ, Inc., Mir rleme, rc ,..._r _.._.. __._ . _„_ . I D:RK6vCXPFhOOVRVwjtbjdZLyjeAa.rT_t CyhR5HOTSKcF1 aLsdEtpTNX9W buJ7VWetKyZObR 3x4 II 3 5 4 3x4 G 2x3 II 3x4 II LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (Joe) Vdefl Ud TCLL 20.0 Plate Grp DOL 1.25 TC 0.21 Ved(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ver(CT) Na - rVa 999 BCLL 0.0 ' Rep Stress incr YES WB 0.09 Horz(CT) 0.00 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No-3 REACTIONS. (Ib/size) 1=62/6-1-0, 4=84/6-1-0, 5=247/6-1-0 Max Horz 1=97(LC 12) Max Uplift 4=35(LC 12), 5— 103(LC 12) Max Bev 1=62(LC 1). 4=117). 5=252(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -AU forces 250 (Ib) or less except when shown. WEBS 2-5=-186/316 Scale =1d&7 PLATES GRIP MT20 244/190 Weight: 23 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vac d=124mph; TCDL=4.2psf; BCDL=3.Opsh h=15f ; B=45f; L=24f ; eave=4ft; Cal. II; Exp B; Encl., GCpl-0.18; MWFRS (directional) and C-C Extedor(2) 0.7-7 to 3-7-7, Inledor(1) 3-7-7 to 5-11-4 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) Gable requires continuous bottom chord beading. 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 been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=1b) 5=103. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 0034 6904 Parke East Btrd. Tampa FL 33810 Date: September 27,2018 ®WARNING -VorWdesignpammeterc and READ NOTES ON Was AND INCLUDED MIFEKREFERAKCE pAGEMOJ4nmre 101112015BEFOREUSE Design Vaud for use oNy Wth Mn.aD connectors. Na design Is bored oHy upon parameters down, and Is for. individual [wilding component, not a truss system. Befom use, the buldirg designer must verify the applicability of design parameters and properly Incoiporate Ihls design Into the overall building cosign. 9racag Indicated is to prevent bucWing of lndlvIdual mass web and/or chord members only. Addlllorwl temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posble personal Injury, and propeM comcge. For general guldonce regarding the fabrication, storage, delivery, erecllon and braclrg of trusses and truss systems weANSUMIJ 6WNy CaTe b, DSadg and SC51 Suldhg Cempenenf 6904 Parke East fiNd. SmVfy CKonnpfbrnvdlable horn lost Pate Intfilute. 218 N. Lee Sheet. SWme 312, Nexatxtda, VA 22314, Tampa, FL 33510 Job Truss Truss Type Oty Ply SANDLIN / Q55675 T15200058 75443 V6A Valley 1 1 Job Reference (optional) Gnambers I russ, Inc., 1-01t fierce, FL e. r.av s ma,,, cmo rve, en nmuamea, nw..... oapu ic.ai.ai �... roee. ID: RK6vCXPFhoOVRVwjtbjdZLyjeAa.JgYPPli3sbYKmTBRbHs59RP_tnr5F25TL9FCOmyZObO 3x4 II 3 5 4 3x4 ' 2.3 11 3x4 II Scale =1:19.7 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Ndefl Ud PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TO 0.23 Vert(L-) We - n1a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Ven(CT) n/a - n1a 999 BOLL 0.0 ' Rep Stress [net YES WB 0.10 Horz(CT) 0.00 Na n(a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=68/6-6-0, 4=9016-6-0, 5=266/6-6-0 Max Horz 1=104(LC 12) Max Uplift 4=-38(LO 12), 5_ 111(LC 12) Max Grav 1=68(LC 1), 4=92(LC 17). 5=272(LC 17) FORCES. file) -Max. Comp./Max. Ten. -All forces 250 (lb) orless except when shown. WEBS 2-5-200/325 Structural wood sheathing directly applied or 6-0-0 oc puMns, except end verlcals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASGE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; B=451t; L=24ft; eave=oft; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exierior(2) 0-7-7 to 3-7-7. Interior(1) 3-7-7 to 6-4-4 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grie DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This muss has been designed for a 10.0 test bottom chord live load nonconcument 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) Provide mechanical connection (by others). of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 001b) 5=111. Walter P. Finn PE No.22939 MTek USA, Inc. FL Cod 9934 6904 Parka East Blvd. Tampa FL 33910 Date: September 27,2018 A WARNING.Vedtydedgnparametersand READNOTES ON MSANDMCLUDEDMREKREFERANCEPAGEMM17473me 10,0.5t420156EFOREUSE Design Vaud forum only with Mears connectors. Ns design Is based only upon parameters shown, and Is for an hadiv Wral buildup component, not a truss system. Before use, the bullutnt; despner must verify the applcabalty of deslgn paramefersarul properly Incorporate mis design Into the overall buldndtlesIgn.bracing Indicated istoprevent buckling oflndlvklualmuss web and/or chord members only. Adtlnlolwltemporaryondpermamentbracilp MtTek Is always mclared for stadllry and to prevent collapse will, possale persatal Injury and property, damarte. For general gWtlamce regardmg the fabdcalim storage, delNery, erecllon and Macing of trusses and Ims systems, meANWIPII CUa@y Criteria. DSO-89 and SCSI Bu9delg Component 6904 Perke East Bivd. Sanely WoanotbmvUlable earn Inrss Plate Institute. 218 N. Lee Street. Site 312. Plexano la. VA 22314, Taaape, FL M10 Job Truss Truss Type arty Ply SANDLIN / 055675 ` T75200059 75443 Ve Valley 1 1 Job Reference (optional) cnamoers russ, Inc., ron rnam. " ,..,.,r _. ._......,. __._ . _e_ . I D:RK6vCXPFhoDVRVwjtbjdZLyjeAa-JgYPPli3sbYKmTBRbHs59RPyyngkF2yTL9FCOmyZObO 3x4 11 3 3x4 i 2x3 II 43x4 II Scale=1:24.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (too) Mail L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) rVa - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) rda - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 HOrz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 32111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (III/size) 1=90/8-1-0, 4=112/8-1-0, 5=339/8-1-0 Max Holz 1=133(LC 12) Max Uplift 4=-47(LC 12), 5=-142(LC 12) Max Gmv 1=90(LC 1), 4=114(LC 17), 5=347(LC 17) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2-250/112 WEBS 2-5=-255/356 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid telling directly applied or 10-&0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3,Opsf, h=151t; B=45f ; L=24ft; eave�lfl; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-11-4 zone; cantilever left end right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This Imes, has been designed for a 10.0 Pat bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001b uplift at joint(s) 4 except 01=11a) 5=142. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tempo FL 33610 Dam: September 27,2018 ® WARNING -Ver/Iy Een/gn Pmmet0M=dREADM0aeS ON MSANDINCLUDEDMREKREFERANCEPAGEMX74MJ .. 101022015SEFOREUSE Design va!d for use only with rAnoke can tors. Wsdesign is based only upon parameters shown po and Is an hdlvldual budding component,not a Inns syslem. Before use. the buliNng designer must vent, the appllcabnny of design parometers and property Incorporate this design Into the overall bulldingmsngn.Bracing Indicated Istoprevent buckllrgoflydlvidualbass web and/or chord members only. AddllionaliemporaNmdpermonenibraclrg MiTek' Is always readied for stability and to prevent collapse wifh poS le personal hllay and properly damage. For general guidance regarding the fa,doollons, storage. delivery, eeaf.n and Is ing of muses and less systems W.AMWWII Cleanly Criferlq, D049 and SCSI EVIdNp Componmf 69"PoAca Eesi Blvd. Safety Woanafbinvalable from Truss Plate innate, 218 N. Lee Steel. Salta 312, Alexondda, VA 22314. Tenrya, FL SW10 Job Truss Truss Type Cry Ply SANDLIN / 1155675 T15200060 75443 V8A Valley 1 1 Job Reference o tional unamoers I rues, Inc., rolr Yltllatl, rL ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa -ns6ncejhdugBNdmeg?NKify66BAY_VBcap7lyCyZObP 3x4 II 3 4 3x4 4 2x3 II 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n1a - ale 999 TOOL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES We 0.11 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matfix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=96/8-6-0, 4=118/8-6-0, 5=359/8-6-0 Max Horz 1=140(LC 12) Max Uplift 4=49(LC 12). 5_ 150(LC 12) Max Grery 1=96(LC 1). 4=120(LC 17), 5=366(LC 17) FORCES. Ub) - Max. Comp./Max. Ten. -All forces 250 Ur) or less except when shown. TOPCHORD 1-2=-254/116 WEBS 2-5=-269/354 Scale=1:25.5 PLATES GRIP MT20 244/190 Weight: 34 to FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid telling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psQ BCDL=3.Opsf, h=1511; B=4511; L=241t; eave=off; Cat. II; Exte B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-7 to 3-7-7, Intedor(1) 3-7-7 to 8-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolnt(s) 4 except Ublb) 5=150. Walterl'. Finn PE Na.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 AWARNWG.VeHlydeeop.mmeters.nd READNOTES ON TNISAND INCLUDED/.1NEKAEFEBANCEPAGEMM174)Jmv. reA 15 BEFORE USE. Design volld for use only Win full/ek® connectors. Ins deslgn h based only upon Parameters shown, and Is to, an Individual Welding comtuanant. net a truss system. Before use, the bullring designer must verity the applcobalN of design Parameters entl oroparly hoorlourales Ihh design Into the overall budding design: Bracing lncloated is to prevent buckling of Individual truss web and/or chortl members only. A afllorwl temporary and permanent bracing MiTek' Is always required for stability and to pevent collapa s h Ineslae personal Injury and property damage. For general guidance regarcling Me fabicotlon.storage.delivery. erection and bracing of tenses and truss systems, weAhMpll Cua@y CtBeM, DSB-09 and BCS1 Building Com➢anent 6904 Parke East Blvd. Sab1y Wortnalbtpvallable fom tn5s Rate Innitute, 218 N. Lee SteeeL Sulte 314 Alexandra. VA 22314. Tarry., FL 33610 Job Truss Truss Type Ory Ply / 1155675 a �SANDIIII T15200061 75443 V10 Valley 1 1 Job Reference (optional) Chambers Imss, Inc., FOn Florae, FL o.,eu s ma,.. av,o nn inn nm... h,, i,:. mu cm, 27 iZ.5 I D:RK6vCXPFhOOV RVwjtbjdZLyjeAa-Y730jZc217YToFav7cjDrm4YDY47NRwH W vJn7EyZObY 3.4 II 3 3.4 i 5 4 W 11 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.47 Ve It rVa - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.11 Hcrz(CT) -0.00 4 Na rVa BCDL 10.0 Code FBC2017/rP12014 Malnx-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (Ile/size) 1=124/10-0-0, 4=145/10-0-0, 5=414/10-PO Max Herz 1=168(LC 12) Max Uplift 4=-61(LC 12), 5= 173(LC 12) Max Grav 1=124(LC 1), 4=149(LC 17), 5=422(LC 17) FORCES. (Ib) - Max ComplMax. Ten. -All forces 250 (Ib) or less except when show. TOP CHORD 1-2= 2641121 WEBS 2-5=-307/364 Scale = 1:28.7 PLATES GRIP MT20 2441190 Weight: 40lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=1SOFT ph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh, h=1Sit; B=451C L=24ft; gave=4fk Cat. It: Exte B; Encl.. GCpi=O.18; MW FRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7. Infedor(1) 3-7-7 to 9-10.4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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 Wit fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of Imss to beading plate capable of Withstanding 1001b uplift at)oint(s) 4 except gt=lb) 5=173. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: September 27,2018 A WARNING-Vedrydesign Per✓metemend READ NOTES ON MNANONCLUDEDM/rEKREFERANGEPAGEM674Mmv. 10AURBISBEFORE USE �/■�' Design valid for useoMywith Mnek@Jconnectots. RJsdeslgn is bosedoNyuion pworretarsshovn.antl is form kWiNtlual building component rot (�■ a truss system, Before use, the bulldiro designer must verty the applicabally of dedgn parameters and propery Incorporate therdedgn Into the overoil buiidIng design) &acing Indicated is to prevent buckling of ndIvldual truss web orrd/or chord members only. Addlllonal temporary and permanent bracing ice. MiTeW Is olways roquired for stability and to prevent collapse wtih possible persorol mlwy oral property damage. For general guidance regarding the fabrlcotlem storage, delNery, erection chO bracing of Insssesantl rases systems weAN WII CuoIDyC OW. DSB4V and a= Bulding Component 6904 Parke East Blvd. Sa/oyeNormafbncrvallWe from Imss Rate Involute, 218 N. Lee Street State 312. Alexandra, VA 22314. Teupa, FL 33610 Job Truss Truss Type City Ply SANDLIN / 055675 T75200062 75443 V12 Valley 1 1 Job Reference (optional) unamoers I runs, Inc., ron rlerae, M 3x4 G o.,00 o,aai „moo io ..........e„ — , __KggyZObX 5 8 W II 3.4 II 3 4 Us It Scala a 1:34.7 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Veri(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 48 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 00T CHORD 2x4 SP No.3 WEBS 2x4 SP ND.3 OTHERS 2x4 SP N0.3 REACTIONS. (lb/size) 1=153/12-0-0, 4=174/12-M.5=505/12-0.0 Max Horz 1=204(LC 12) Max Uplift 4=-73(LC 12). 5=-212(LC 12) Max Great 1=153(LC 1), 4=249(LC 17), 5=557(LC 17) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-298/141 WEBS 2-5=-373/402 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms, except end verticals. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=4f1; Cat. 11; Exp B; End., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) D-7-7 to 3-7-7, Interior(1) 3-7-7 to 11-1 DA 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) Gable requires continuous bottom chord bearing. 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 4 except 01=11b) 5=212. Walter P. Finn FE No.22839 MTek USA, Inc. FL Ced 6634 6904 Parka East Blvd. Tampa FL 33610 Data. September 27,2018 ®WARNING- Vedtydes/gnparamotemand BEADNOTESONTNSANDWCLUDEDMDEKNEFERANCEPAGEMlb7473rev. 1293R015BEFOREUSE Destrn valid to, use only with Weld) connectors. Na design is based oNy upon parameters shown, and is for an edlvldual buedlog component, net a truss system. Before use, the bullding designer must verify the opplicabnity of design parameters and properly Incorporate this design Into the overall bulltlkf9tlesign.&acloglrabatedIstoprevenfbuckilrgoflndlvidual buss web and/or chord members only. Addilotwltemporary and permanent bracing MiTek' Is always ree0stred for slabllny, and to prevent collapse with poesble personal Injury and property damage. For general guidance regarding the fabrication, storage. calvary, enectlon and bracing of Musses and moss systems, seeANSY1111 Quality Ceforlu, DS"? aM ECSI WSdhW Component 6904 Parke East 11W. Salelyhdonnolbrnvdlade from Trim Plate InstlMe. 218 N. Lea sheet. Slle 312. Alexadda. VA 22314. Tanya, FL 33810 Job Truss Truss Type Cry Ply / 1155675 �SANDIIN T15189988 76443 A HIP 1 1 Job Reference (orationall CnamDers Iruss, Inc., non Farce, l-L 5x8 MT18HS4 o. wvs mar rr cmo nw en 11. in,i - ,,,u 6x8 = 3x10 = 3x6 = 5 6 28 7 8 29 30 9 31 to 4x5 5x8 = 11 12 3 27 26 19 17 6x8 = 18 6x8 = axis 6 22 21 20 6.8 = 4.6 II Scale=1:74.2 16 15 14 13 3x10 = 3x5 II 1440 9-0-0 f080 1344 21-1-8 26114 3d06 392-0 d12-0 9-0-0 ~aa 244 7-" 7-9-9 51.8 s1.a W Plate Offsets(XY)-- f2:0-2-90-1-8114:0-4-120-2-41 f5:03-8,03-01 fll:0-6-0,0-2-81 f17:0-2-0,0-3-0).fl9:0-2-4,0-3-01.120:Edge,0-3-81,121:0-3-8,0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.75 Vert(LL) -0.16 17-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.5622-25 >234 90 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.10 13 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.7322-25 >180 120 Weight: 2471la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-2 or; purlins, BOTCHORD 2x4 SPM30-Except- except end vericafs. 6-20.9-16: 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpl 7-19. 7-17 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 13=917/Mechanical, 21=223010-8-0 Max Horz 21=187(LC 12) Max Uplift 13=-214(LC 9). 21= 1083(LC 12) Max Gmv 13=1028(LC 22), 21=2230(LC 1) FORCES. 01b)- Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3- 1103)741, 3-4=-1407/1119, 4-5=-125711006, 5-6= 17131913, 6-7=-1683/866, 7-9=-2194/617, 9-10=-2147/598,10-11= 1213/457,11-12=-497/210,12-13= 1017/416 BOT CHORD 2-22_ 578/1104, 21-22=-1006/1589, 19-20=-341/468, 18-19=-272/1880, 17-18=-272/1880, 9-17= 346/269, 14-15=-153/410 WEBS 3-22=474/657, 5-21- 1033/383, 19-21- 1017/1356, 5-19= 66/828, 7-19=-225311509, 7-18=0/356,7-17=-721/625,15-17= 371/1176,10-17=-209/1121,10-15= 898/343, 11-15=-325/1074, 11-14- 692/316, 12-14= 331/879 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=3.Opsf; h=15ft; B=4511; La1ft; eave=5ft; Cat. II; Exp B; Encl., GCp1=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-13 to 2-0-10, Interior(1) 2-0-10 to 9-0-0, Exterior(2) 9-" to 41-0-4 zone; cantilever left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 MT20 unless otherwise Indicated. 6) This Iruss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 ib uplift at Joint 13 and 1083 Ib uplift WalterP. Finn PE No.22838 at Joint 21. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 27,2018 ®WA- -Vodfydasigapanmetensaed READ NOTES ON THMAND INCLUDED MIIEKREFERANCE PAOEM67473.. 10AL2015BEFORE USE Design valld for use only Win WToM connectors. This design Is baud or3y upon parameters shown, and is for an indivltluat beading component, net a truss system. Before use. the buaaing designer must verity the appllcaMly of design parameters and properly Incorpowte This design Into the overall bulltling design: Bracing Indicated is to prevent buckling of Individual truss web and/or chord members ohiy. AtlWtional temporary and permanent bracing MiTek' Is always requlied for slablllty, and to prevent collapse with io=blo personal Injury anal property carnage. for general guidance regarding the folMcatbn, storage, delivery, enecllon antl bnachxl of Iruses and truss systems- seeAr&Mtl CunlOyC w, DS"9 and ECSI RuOdha ComponaDl 6904 Pmke E.1 BNd. Safety/n/oanalbrovallable from Truss Rate InstlMe. 218 N. tee Sheet. Suite 312. Alexandria VA 22314. Tanrys, FL 33510 Job Truss Truss Type Cry Ply SANDLIN / 055675 T75199989 75443 Al Hip 1 1 Job Reference o tional cnamoers i ruse. me., von vierce, vL _• . ••- -I ID:RK6vCXPFhoOVRVw4tbjdZLyjeAa-U9YOJ Bb_IdSFLUkymgklzFB -2-0-0 S. tA0.0 134-0 21-0-8 2&11-0 3b2-0 412E 2-0-0 5-9d 62-02 24.0 a-0-0 5x8 4x5 = 3x4 113x6 = 45 = 5,8 = 4 5 25 6 7 26 2728 8 9 I 3x5 x 3x4 11 6.8 = 3x4 11 3x4 11 4x8 = 3x5 11 Scale=1:74.2 LOADING (psq SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 CSI. TC 0.64 BC 0.47 W B 0.72 Matrix -MS DEFL. Ved(LL) Ven(CT) Horz(CT) Wind(LL) in (loc) Well Ud -0.11 11-12 >999 360 -0.24 14-15 >999 240 0.06 11 n/a We 0.06 14-15 >999 240 PLATES GRIP MT20 2441190 Weight: 2421b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc pudlns, BOT CHORD 2x4 SP M 30 `Except' except end verticals. 5-17.8-13: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 8-15 REACTIONS. (Ib/size) 11=917/Mechanical, 18=2230/0-8-0 Max Ho z 18=150(LC 11) Max UptiN 11=-194(LC 12), 18-1090(LC 12) Max Grav 11=1031(LC 22), 18=2230(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 fib) or less except when shown. , TOP CHORD 2-3= 1019f742, 3-4=-1473/1206, 4-5=-1345f747, 5-6=-1459/186, 6-8=-1459/186, 8-9=-1739/589, 9-10= 1322(463, 10-11=-951/441 BOT CHORD 2-19=-596/1090, 18-19=-59611090,.5-16=-1214/958, 15-16— 724/1572, 14-15=-387/1773 WEBS 3-19=-285/239, 3-18=-498f743, 4-18=-1198/580, 16-18=-1218fl778, 4-16-841994, 5-15_ 1356/1858, 6-15= 450/360, 8-15=-575/634, 12-14— 25311118, 9-14= 170/953, 9-12=-443f178, 10-12=-166/962 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL.1.2psf; BCDL=3.Opsf; h=15fh B=4511; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 2-0-10. Intedor(1) 2.0-10 to 11-0-0, Extedor(2) 11-0-0 to 38-11-14, Inledor(t) 38-11-14 to 41-0-4 zone; candleverleff and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcument Win any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of louse to bearing plate capable of withstanding 1941b uplift at Joint 11 and 1090 lb uplift at Joint 18. WalterP. Finn PE No.22839 01iTsk USA, Inc. FL Cad 0634 6904 Parke East Elvd. Tampa FL 33010 Date: September 27,2018 ®WARNING -Verily Ceeign➢ammeters mrd READ NOTES ON THIS AND VICLUDED MrFEKREFERANCEPAGEMU-7471ne, IOTi4201SBEFOREUSE Design vWld for use only with Mllelt®mn rectom. This design Is based only Upon parameters 4rowm. and Is for an NdlVidtld bUtding component. net a frrre system, Before use, me building designer must veriry the oppilcabfllly of dos fin pmametersaril Properly incorporate Ihh design Into the overall WidIngdedgrn&acklglndicaledistopreventbuckiingofir IvMwltmmwebaW/orchordmembersoNy. Addlflonaltemporaryandpermonembracing M!Tek' 6 always[squlred for stabirty ead to Prevent collapse wah possible personal lnfury and properly damage. For general guidance moorNtg the fabricator,storage, delivery, erection and bracing of cusses and turns systems seeANSUMIt guafRy Clgenb, Deal and SCSI Wilding Component 6904 Parka Easl Bind. Safety hrtonnotlonovalmole from Truss Male Inslllute. 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tanya, FL 33610 Job Truss Truss Type d d DryTply SANDLIN / 055675 T15199990 75443 A2 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 27 12.50.01 2018 Page 1 ID:RK6vCXPFhOOVRVwjtbjdZLyjeAa.yL60W Wcc2xD5ZoJ8KOF_W ThW iV1dA8TDf95RF-YZOcq 13d-0 -200 Sed 11-00 1340 21-18 2511-0 31-2A 36-0d 412-0 2-0-0 Sad 52-12 24a ]-9E F9B 23-0 44ad 51-12 Scale = 1:75.5 6x10 MT18H5 i 6.00 12 3x4 11 3x6 = 4x5 = Sxe = 3x4 i 6 7 28 8 9 2930 31 10 11 3x5 = 3x4 p 6xe = 30 II 3x4 11 3.10 = Boa = LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (lac) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 VertI _L) -0.20 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.4214-15 >866 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wlnd(LL) 0.0517-18 >999 240 Weight: 254111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, BOT CHORD 2x4 SP M 30'Except' except end verticals. 7-20,10-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 17-18,14-15. WEBS 1 Row at midpl 7-18. 10.18 REACTIONS. (Ib/size) 21=2230/0-8-0, 14=917/Mechanlcal Max Horz 21=178(LC 11) Max Uplilt 21= 1090(LC 12), 14=-194(LC 12) Max Grav 21=2230(LC 1). 14=1028(LC 22) FORCES. (lb) -. Max. Comp./Max. Ten. -AU forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 1023(745, 3-5=-1470/1203, 5-6=-1153/696, 6-7=-1003/598, 7-8=-1177/190, 8-10= 1177f190, 10-11=-1415/540, 11-12= 1219M65 BOT CHORD 2-22=-600/1094, 21-22=-600/1094, 7-19=-1436/1393, 18-19=-581/1276, 17-18=-286/1438, 14-15=-358/1024 WEBS 3-22=-287/239, 3-21=488/679, 5-21= 1267/681, 7-18=-1137/1578, 8-18=-456/372, 10-18=-497/549,15-17=-199/1275,11-17=-227/1040,11-15=-555/101,12-15=-52/263, 12-14= 1215/432, 19-21=-1175/1729, 5-19=A37/979 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.Opsb h=15R; 8=4511; L=41 N; eave=51t; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Eldedor(2)-2-0-13 to 2-0.10, Interior(t) 2-0-10 to 13.0-0. Exterlor(2) 13-0-0 to 36-11-14, Interior(l) 36-11-14 to 41-0-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for Imes to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10901b uplift at joint 21 and 1941to uplift at joint 14. Walter P. Finn PE NG22833 M7ek USA, Inc. FL Cod 6934 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ,&WARNING -Verily design paremetersend READ NOES ON MIS AND INCLUDED NmEKREFERANCE PAGE NIF7473mv. 144012VISSEFORE USE Design vold for use only with MReloH connectors.INs design Is baszd only upon parameters so". and is form lrNMdual building component, hot�•��M a inns syxtem, Before use, the building designer must verify the applicability of design parameters and properly Incoryorate Ihh design Into the overall -•��' burdingdesign:&acing indicated is to prevent buckling of llMMdual tmssweb and/or cord members only. AddlliomifernWrarymdpermanenitxadng MiTek' Is always required for stabllliyarxf to prevent collapse with Pos,[Ae personal Injury and property damage. For general guidance regarding the faMkatlon. storage. delivery. eroofim and lxacing of tmsses and truss systems,s AFNSUMFJ Oua/ly Mao. DSB419 ande= Building Component 6904 Parke East BW Sa]elylnlonnalkn vallable from Imes Plate InsliNle, 218 N. lee Sliest, Suite 312. Alexandria. VA22314. Tmrya, FL 33610 Job Truss Truss Type .. Oty Ply SANDLIN / G55675 T75199991 75443 A3 HIP 1 1 Job Reference (optional) o Oe,.e t Chambers l use, Inc., FOrl Ylerce, I-L. o.,.,00,,,o, ,, .....�.���.,�.................. ...... ...___�_. ._.__.____._. 6.00 Fi2 5x8 _ 3z4 II Sz8 = 6 25 7 26 27 28 8 Scale=1:74.2 I1 I 3z5 = 3x4 II 6x8 = 3x6 = 3.10 = 3x6 = 3z4 = 3x4 = 3z6 11 4.4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Verl -0.07 13-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Ven(CT)-0.1413-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.58 HOrz(CT) 0.02 11 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(LL) 0.04 15 >999 240 Weight: 251 He FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpl 5-18, 5-16, 6-16, 6-15, 8-15 REACTIONS. (lb/size) 18=2230/0-8-0, 11=917/Mechanical Max Hoa 18=206(LC 11) Max Uplift 18— 1090(LC 12), 11=-194(LC 12) Max Gray 18=2230(LC 1), 11=1020(LC 22) FORCES. (lb) - Max. CompJMm. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3= 10221745, 3-5_ 1471/1202, 5-6=-519/235, 6-7= 850/291, 7-8=-850/291, 8-9=-1119/447,9-10=-1283/480, 10-11=-962/431 BOT CHORD 2-19=-601/1094, 18-19= 601/1094, 16-18=-1023/1487, 15-16=-189l760, 13-15=-140/935, 12-13— 333/1090 WEBS 3-19=-293/242, 3-18=-483/645, 5-18=-1905/1587, 5-16= 1246/1510, 6-16=-110211057, 6-15=-817/1068, 7-15= 445/369, 8-15=-266/374, 8-13=-145/358, 9-13=-238f299, 10-12= 285/1054 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuib160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45fb L=41ft; eave=50; Cat. II; Exte B; Encl.. GCpf=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 2-0-10, Inledor(l) 2-0-10 to 15-0-0, Exterior(2) 15-0-0 to 35-0-4, Intedor(l) 35-0-4 to 41-0-4 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 part bottom chord live load nonconcurrent with anyother live loads. 5) ' This truss has been designed for a live load of 20.0 esf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 W de will fit between 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 10901b uplift at joint 18 and 1941b uplift at joint 11. Waller P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: September 27,2018 AWANNBIG-VedfydaslgnparamefemandNERDNOTES ONTHIS AND fiICLUDEDNDEKNEFENANCEPAGEMRT47Say.f60UOfSBEFOAEDSE Design vadd for use ordy with MITek9 connsetoer. INS design Is based only upon Parameters shown. and Is fort on NdlVidrld Wading component not a truss system. Before use, the WIItlIng designer must verify the appllcablily of design Parameters and MoDetly Incorporate this desron Into the overall bWtllrgdeslgn.Wor Ideated is to Wcklax3 of lnaNalual truss web and/or Chad members only. Adaflotwl temporary and permanent braclrg MiTek' prevent h away, rea Ured for stability and to prevent collapse Win possible pemoreal a shay and properly damage. For general guidance regarding the fabricatlom storage, delivery. erection and bracing of lases ad truss systems socANSgtpll OuaRy Cmetb, DSB-09 and VLSI efllding Component 6904 Parke East Blvd. SA/efy Nbrtnarbrovaiade from Truss Rate Institute, 218 N. Lee sheet. Sale 312. Alexantltia. VA 22314. Tarrya, FL 33610 Job Truss Truss Type 0ty Ply SANDLIN / 055675 , T75199992 75443 A4 HIP 1 1 Job Reference o tional o D- I chambers I was, Inc.. FOR I'MM8, r-L �....., �..... .. �.................___...__. ..._. ..._ __- _. - _ __ __ 5x8 = 3x4 5x8 = 6.00 12 6 26 7 27 8 J 3x5 = 3x4 = 3x6 II 3x4 I 3x10 = 3x5 II Scale = 1:7&5 LOADING (par) SPACING- 2-0-0 CSI. DEFL- in (fee) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) -0.12 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT)-0.2015-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.73 Horz(CT) 0.14 12 n1a n1a BCDL 10.0 Code FBC2017frP12014 MatriX-MS Wind(-L) 0.06 16 >999 240 Weight: 254 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc puffins, BOT CHORD 2x4 SP M 30'Except- except end verUcals. 5-20: 2x6 SP No.2, 9-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-18 REACTIONS. (Ib/size) 20=2238/0-8-0, 12=909/Mechanical Max Horz 20=234(LC 11) Max Uplift 20- 1096(LC 12), 12=-190(LC 12) Max Grav 20=2238(LC 1). 12=1002(LC 22) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1036(759, 3-5=-2526/1922, 5-6=-738/59, 6-7=-1807/279, 7-8-1807/279, 8-9-17561465, 940=-2156/667, 10-11-1215/461, 11-12=-952/421 BOT CHORD 2-21= 613/1109. 19-20- 2202/1921, 5-19=-1816/1500, 18-19=-1728/2528, 17-18= 37/1021,16-17=-105/1589,15-16-382VI940 WEBS 3-21=-682/384, 19-21=-607/992, 3-19-1063/1481, 5-18=-1566/1919. 6-18_ 890/870, 6-17=-609/1413,7-17=-318/281, 8-17=-14/488, 8-16_ 275/409, 9-16=-478/421, 13-15=-388/1222,10-15=-42/852,10-13=-878/344.11-13-296/1028 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10: Vult=160ni (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Cpsh, h=15f ; B=45N; L=41ft eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exlerior(2)-2-0-13 to 2-0-10, Intedor(1) 2-0-10 to 17-0-0. Extenor(2) 17-M to 32-11-14, Interior(1) 32-11-14 to 41-0-4 zone; cantilever left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 20 and 190 lb uplift at joint 12. Waller P. Finn PE No.22839 fAiTek USA, Inc. FL Cod 6634 6904 Parka East Blvd. Tampa FL 33810 [late: September27,2018 A WARNING. Vedfyde g0pa2mofnnanEREADNOTESONMXANDMCLUDEDMREKREFERANCEPAGEM 7473.. rNOL2015BEFOREUSE Design Valid..ruse oNy, N loran RWMdual oomPoIlover This tlesign6 baspl raremshown,antlIs uildinconnecters. MKde the iviival eu try of design parameters and properly Incorporate mIs tlesign Into the overall linedemon a truss system.. Bra use. Iho building designer must ling Additionaltemporaryre andparmanenibracing &ol MiTek' bullw yaresign. aced o F. orstabrryandtls reventeNcolloloserxaofaltl loPlhunwebara/orchartlmemnago.loers withp rtydamaal For ge4a me balwalartV 6904..FL U9. elivety eredopreven raefopse Nmsyslems. Mexor/N71 VA M1CtRaM, OSBdg eRtl ECSI Buatl/ng Component andhpersotwms. seeA armll ndJI adding Co fabkallolL staage, tlelNery, erections of m1nul of18 N. Lee SDlely WonnONomvtllode from truss Role mA1Me. 218 N. Lee Street. Salta 312 Nexantlaa, VA 22314. K616Ntl. Tanga, FL 33618 Job Tmss Truss Type a ON Ply SANDLIN / 055675 T75199993 75443 A5 HIP i 1 Job Reference o tional unamumu i mss, nru., rvu name, r� •-- _ 5xB = 5xe = 6.00 12 627 7 28 2 3x5 = 3x4 = 3.6 11 3.4 11 3x10 = 3x5 11 Scale = 1:75.5 5-11-0 10.8.0 i1-40 19.0-0 2&0-9 25-&0 30.11-0 35-1042 41-2-0 e.OA0 � d-11.12 53-4 Plate Offsets(XY)-- I6:0-6-00-2-81 f7:0-6-00-2-81119:0-7-12Edge1 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.10 18-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.2018-19 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.80 Horz(CT) 0.11 12 Ma n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.0615-16 >999 240 Weight: 255 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 5-20:2x6 SP No.2, e-14:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 20=2238/0-8-0, 12=909/Mechanical Max Horz 20=262(LC 11) Max Uplift 20=-1096(LC 12), 12=-190(LC 12) Max Grav 20=2238(LC 1), 12=983(LC 22) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-10387761, 3-5=-2531/1918, 5-6=-837/46, 6-7=-1255/220, 7-8=-1517/342, 6-9=-2105/667, 9-11= 1188/457,11-12=-934/419 BOT CHORD 2-21=-616/1111, 20-21= 267/227, 19-20= 2202/1914, 5-19=-1808/1512, 18-19=-1681/2494,17-18=0/764,16-17=0/1338, 15-16=-399/1919 WEBS 3-21=-691/389,19-21=-617/1014,3-19=-1054/1479,5-18=-1722/2089, 6-18=-7227760, 6-17=380/805, 7-17- 262/572, 7-16=-249/462, 8-16=-670/542, 13-15=380/1195, 9-15=-52/835, 9-13= 854/338, 11-13=-290/1001 Structural wood sheathing directly applied or 4-6-7 oc pudins, except end verticals. Rigid ceiling directly applied or4-10-13 oc bracing. 1 Row at midpt 5-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15R; B=45f ; L=41ft; eave=58; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 2-0-10, Intedor(1) 2-0-10 to 19-0-0, Extedor(2) 19-0-0 to 31-0-12, Intedor(1) 31-0-12 to 41-0-4 zone; cantilever left exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip 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 nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on file bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at Joint 20 and 190lb uplift at joint 12. Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 AWANNING. Verifydec19Pr,. metercand NEADNOTES ON THIS AND MCLUDEDMREKNEFERANCEPA0EMX74n M.. IMUM015 BEFORE USE Dedgn Valld forum only Win MIIeMconnectors. lNs design Is based only upon Parameters shown, and Is for an aelvidual WAding comlaonerd, not ��• a irm system. Before use. the Wieing designer musl verify the oWitcadllty of design Parameters one rxoiceny Incorporate Ihb design Into the overall bulldingdeslgn. Bracing Indicated Is toprevembuckling ofintlMdualtrussweb and/or chord membenonly. Addlnonallemporaryondpwmanentbf Gng MiTek' halways required for stability and to Prevent collq wilh possible personal lnlury and property damage. Forgeneral guidance regavolog the fabricallon.storage,delivery, erection and btacktg of trussesond truss systems �eANSVMI CuOWCurb, DS849 and DCSIEuldher COmlxonsn2 6904 Parke East BN4. Salary Wonnatbixrvollode from Ins Bate Institute. 216 N. Lee street. Sidle 312. Alexandria. VA 22314. Tampa• FL 33610 Job Truss Tmss Type Cry Ply SANDLIN / C55675 T151989B4 75443 A6 PIGGYBACK BASE 1 1 Job Reference (option a 1 cnamoers I ruse, no.. ron nnicn, rc Scale = 1:76.3 • 5x8 = Sx8 = 6.00 12 6 29 30 7 ' 28 31 6x10 C 5x12 MT18HS Q 4x10 24 8 Sx6 =4x6 = 3x6 G 5 9 10 11 3x4 i 4 19 m y m 3 20 5x6 = 18 1 N 3x4 "a4 = 7x8 = 27 3x8 17 16 13 12 Sx8 = 3x4 I Sx6 = �, 2 0 1 r5x10 % 3.00 12 3x4 11 23 22 3x4 = 3x6 11 3x5 = 5-11-4 10-8-0 1 -0 0 19-0-0 23.0.1 25-2 0 31-10-0 33-9-0 39-0.0 41-2-0 541-4 4-8-12 -8- ]-8-0 4.08 24.8 6-8-0 1-11-0 5-:3-0 2-2-0 Plate Offsets(XY)-- f6:0-6-00-2-81 f7:0-6-00-2-81 fl O:0.3-00-1-121 fl4:0-6-00-4.41 fl5.0.5-120-2-41 H7:0-5-40-2-e1 f21:0-7-12Edae1 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) .0.26 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.45 15 >798 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES We 0.86 Hcrz(CT) 0.19 12 n1a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.17 15 >999 240 Weight: 250 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc puffins, BOT CHORD 2x4 SP M 30 'Except' except end verficals. 5-22:2x6 SP No.2, 10-13:2x4 SP No.3 BOT CHORD Rigid calling directly applied or4-10-13 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1Row at micipl 5-20 11-12: 2x6 SP No.2, 8-15: 2x4 SP M 30 REACTIONS. (lb/size) 12--903/0-8-0, 22=223510-8-0 Max Horz 22=242(LC 12) Max Uplift 12=-204(LC 12). 22=-1081(LC 12) Max Gmv 12=978(LC 22), 22=2235(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10381761, 3-5- 2410/1918, 5-6-832/111, 6-7- 1247/349, 7-8- 1527/436, 8-9=-4148/1441,9-10=-4125/1487,10-11=-1640/689,11-12=-918/391 BOT CHORD 2-23=-616/1112, 22-23-225/346, 21-22=-2199/1873, 5-21=-1805/1489, 20-21=-168112192,19-20=-74f731,18-19=-266/1331,17-18=-681/1938,16-17=-206/543, 9-15=-2012r719,14-15=-820/1941, 10-14-740/375 WEBS 3-23=-619/389, 21-23-617/832, 3-21= 105411370. 5-20=-1683/2064, 6-20=419f745, 6-19=-419/800,7-19- 2501468,7-18=-178/466, 8-18=-633/490, 8-17=-1121/456, 15-17-531/1545, 8-15=-989/2838, 11-14-780/1849, 10-15- 686/2245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft•, B=45ft; L=11ft-, eaveSN; Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 2-0-10, Intedor(1) 2-0-10 to 19-0-0, Exledor(2) 19-" to 29-3-6. Interior(1) 29-3-6 to 33-8-12 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041b uplift at Joint 12 and 1081 lb uplift at Joint 22. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 AWARNING. VedydeefgnpanomefemandREADNOTESONTHASANDWCLUDEDMRKREFERANCEPAGEMg-T4TJrev.idD3/tg15BEFOREUSE Dasignvaid for Una offyxvffh Mlrok eenheclon. INS design is based Only upon pmcanalo s ehowh, and is tot an haVIdWoi bUadlrg component net w` a truss system. Before use, the bullcong designer must vedfy the appllcablllly of design parameters and properly Incorporate Ihls design Into the overall WIldngdeslgn.Bracing lWoemedistoprevent bucklingoflydlvidualImesweb and/or chord members only. Addltlonaltemporaryandloermaventbracing MiTek' is always reaulredfor stablltty and to prevent collapse wllh poaalle personal Injury and property tlomoge. For general guidance regarding the faMicallan.storage, delNery, smarten and broeeg of trusses and truss systems scaANS&VIj Quay drilled, DSB49 and ECSI RuBtlNg Component Pe 6904 rko East Blvd. Sorely lnfmmotbmvallable from tore Rare Institute. 218 N. We Street Wife 312. Flexarddo, VA 22314. TOW FL 33610 Job Truss Truss Type I Cry Ply / 056675 T75199995 76443 A7 Piggyback Base 1 1 �SANDLIN Job Reference (optional) GnamOerS I russ, Inc., non Fierce, FL Scale =1:76.3 • 5x8 = 5x8 = 6.00 F12 6 29 30 7 4x5 = 4x6 = 28 31 5xl2 = 3x4 II 4x10 4 8 9 10 11 3.6 i 5 3x4 4 4 9 m 3 pp 5x6 = 18 1 ry 1 3x8 3x4 � axe = 6x8 =• IN 17 16 13 12 Y 5xt = 3x4 11 6x8 = 1 2 d1 rSxW 3.00 12 3x4 II 23 22 3x5 = 3x4 = 3x6 11 541-0 10.8.0 11.4 0 fi-11-d d-842 .a- .0 24-0.0-88 22--12--80 1-18390 359-.30-.00 21--22--00314I60 1.L9Ze--00 Plate Offsets(XY)-- 16:0-6-00-2-81 f7:0-6-00-2-81114:0-2-80-2-81 fl5:0-6-40-4-81 f21:0-7-12Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(CT) -0.2917-18 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.83 Hcrz(CT) 0.14 12 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Maldx-MS Wind(LL) 0.10 17 >999 240 Weight: 255 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 `Except- 5-22: 2x6 SP No.2, 9-16,10-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3'ExcepV WEBS 11-12:2x6 SP No.2 REACTIONS. (Ib/size) 12=90610-8-0, 22=2235/0-8-0 Max Horz 22=279(LC 12) Max Uplift 12=-210(LC 12), 22=-1074(LC 12) Mau Gray 12=980(LC 22), 22=2235(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1038/761, 3-5— 2378/1918, 5-6— 832/135, 6-7-1252/386, 7-a-1524/459, 8-9=-2568/967,9-10=-834/365110-11=-77W337,11-12=-949/415 BOT CHORD 2-23=-616/1112, 22-23= 214/389, 21-22=-2200/1866, 5-21-1606/1486, 20-21= 1681/2114, 19-20-111/731, 18-19-340/1337, 17-18— 694/1898, 9-15— 159/624, 14-15=-1005P2644, 10-14-274/239 WEBS 3-23=-600/389, 21-23=-617/786, 3-21=-1054/1341, 5-20=-1678/2084, 6-20= 719/743, 6-19-438/806, 7-19=-253/444, 7-18=-147/460, 8-18=-581/422, 8-17-16401659, 15-17= 782/2189, 8-15= 420/1048, 9-14=-19467689, 11-14= 536/1227 Structural wood sheathing directly applied or 4-5-10 oc puffins, except end verticals. Rigid ceiling directly applied or4-10-13 oc bracing. 1 Row at midpt 5-20. 9-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=3.Opsf; h=15h; B=15ft; L=41f1; eaveSft; Cat. II; Exp B; Encl.. GCpl=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 2-0-10, Inledor(1) 2-0-10 to 19-0-0. Fxledor(2) 19-0-0 to 29-3-6, Intedor(1) 29-M to 32-0-0 zone; cantileverleft and fight exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gtip 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 nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide WE fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 210 IS uplift at Joint 12 and 1074 lb uplift at Joint 22. Walter P. Finn PE No.22839 tbTek USA, Inc. FL Cad 8834 8904 Parka East Blvd. Tampa FL 33810 Date: September 27,2018 ®WARNING- Varaydesfgnpammafers and READ NOTES ON THISANDINCLUOEO MREKHEFERANCEPAGEMR74"em, ISW2015 BEFOHEUSE Deslan Valid for use oNywlth MITekb Conneetots. lNsdedgn is based only upon Vararreters drown, and Is for an IndiVxival building comporrant, not a area system. Before use, the WIldng designer must vedry the appllcabaity of design parameters and properly Incorporate this design Into the overall WlIdIngdedgni &acing Indicated is to prevent buckling oflrxlMdud inks web and/or chord members only. Addinonallemporaryandpermanentmoch,; MtTek• Is dways tenuired for stabllityand to prevent collapse with possble personal Injury and property comage. For generalgdtlmce regardng ltle Iobilcation.storage, delivery , erection and bracing of hussas0ad lass systems, weANSVIP11 CuatBy ClRarb,DSB<9 and BCSIBuldNy Component 6904 Parke East BNd. SaletytllornlaSuravaadWe from Truss Rale InsnMe, 218 N. tee Street. Suite 312. Alexandra, VA22314. Tampa, FL 32810 Jab Truss Truss Type Oly Ply / Q56675 T15199996 75443 Ise Piggyback Base 1 1 �SANDUN Job Reference o lional Chambers truss, inc., rmr Helve. FL 1..... -2-0-0 5.11.4 11.4-0 19-0-0 ,..ao ,.,,, ,.,, ,, ...,.. ,..��o�..��..,..,...,,. ..._""'�. .�.__... .._._ ._ _. ID:RK6VCXPFhoOV RVwjtbjdZLyjeAa.fHjAcxkti7ThAB43vUOKwa5GrXNVVhghyi=PyZOcg 25-2-0 31-10-0 gq 5.8 39-0-0 41.2-0 1 5.11.4 5-4-12 7-0-0 6.2-0 6.8.0 11-7-8 5 8 2.2-0 1 TOP CHORD UNDER PIGGYBACKS Scale=1:76.3 TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. 5x8 = s>s = TYPICAL. 6.00 12 6 29 30 7 • 28 31 6x10 Q 4x10 G 8 ass = 4x8 = 4x6 = 3x6 i 5 9 10 11 j 3x4 6 4 9 m N 3 2p 5x6 = 18 1 w A Ol 3x8 % 3x4 77x14 = 6x8 _• jI 27 17 16 13 12 Y 5x8 = 3x4 11 5x6 = 2 b 1 s5x10 3.00 122 IN 3x4 11 23 22 3%5 = 3x4 = 3.6 11 5-114 108.o..3e1-a70 00 1I 3a1 1 aa a. -9 a9c0.-n0 �-a2-n0 -n '-0 1 Plate Offsets(XY)-- r6:0-6-00-2-81 f7:0-6-00-2-81 r10:0-1-120-1-81 f14:0-6-40-4-41 fl5:0-6-80-2-41 f17:0-5-80-2-81121:0-7-12Edge1 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.44 Vert(LL) -0.23 16 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.41 17-18 >865 240 BCLL 0.0 ' Rep Stress Incr YES We 0.89 Horz(CT) 0.17 12 n/a n/a SCOL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.16 16 >999 240 Weight: 251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 'Except' 5-22: 2x6 SP No.2, 9-16,10-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 1.1-12: 2x6 SP No.2, 8-15: 2x4 SP M 30 REACTIONS. (lb/size) 12=906/0-8-0,22=223510-8-0 Max Herz 22=252(LC 12) Max Uplift 12=-205(LC 12). 22=-1079(LC 12) Max Grav 12=980(LC 22). 22=2235(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3- 10381761, 3-5- 2401/1918, 5-6= 833/115, 6-7= 1249/358, 7-8=-1529/442, 8-9= 3881/1352,9-10=-3804/1365,10-11=-13431568,11-12-934/398 BOT CHORD 2-23=-616/1112, 22-23- 2241358. 21-22=-2200/1870, 5-21=-1806/1488, 20-21 =-1 681 /2170, 19-20- 851732, 18-19= 285/1333, 17-18=-690/1941, 16-17=-1281293, 9-15=-1875/677.14-15=-656/1541, 10-14=-787/400 WEBS 3-23-613/389,21-23=617/819,3-21=-1054/1361,5-20=-1681/2085, 6-20=720J744; 6-19= 422/802, 7-19=-250/460, 7-18--173/468,8-18=-633/480, 8-17-1318/527, 15-17=-645/1874,8-15=-939/2683,10-15=-740/2346,11-14= 691/1624 Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 4-10-13 oc bracing. 1 Row at midpt 5.20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=160mph (3-second gust) Vasc=124mph; TCDL=4.2psf; BCDL=3.Opsh, h=15ft', B=15ft L--11ft; eave=511; Cat. II; Exp B; End., GCpi-0.18; MW FRS (directional) and C-C Exlenor(2)-2-0-13 to 2-0-10, Inledor(1) 2-0-10 to 19-0-0, Exierior(2) 19-0-0 to 29-3-6. Intedor(1) 29-3.6 to 33-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp 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 nonconcurvent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205111 uplift at Joint 12 and 1079111 uplift at joint 22. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 0634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNING- Vedlydeslgnpaxamefersand READNOT£S ON MMANDMCLUDEDMREKREFEMNCEPAGEMX74nmv. 10MM015DEFORE USE. Design valid fat use only with MITcM conncctors. fits deeign Is based only upon Womolon shown and Is for an adMtlual butding component, bar a truss system. Before use. the building designer must veiny the appllcoblih, of design parameters and properly Incorporate ihk deUgn Into the ovewll buadlnOdodgn: &whoIntlbatedlstoprevent WckllnOoflndMdudbass web andlorchord members only. Atltllnon8lfemporaryantlpermanenlbradn0 MiTek' Is always recuVed for stability and to prevent collarae wnh possclo personal Injury and properry damage. For general cadence regarding me fabrication. storage. deavery, erection and bracng of trusses and Muss systems. seeANSUM11 Quotas, CRada, DS849 and 9C5f 11u9ding CompoAonf 6904 Parke East Blvd. Saloty lnformatlnnevtliabte aom Truss; Rate InsntWe. 218 N. Lee Street. Salle 312, Nexontlrla, VA 22314. Terry., FL 33610 Job ss Truss Type Oty Ply SANDLIN / Q55675 T75199997 IT"' 75443 A9 PIGGYBACK BASE 1 1 Job Reference (optional Chambers Imss, Inc., Fon Fierce, FL 6.00 F12 400 i 3x6 i 5 3x4 i 4 3 23 111I d 2 di 19 18 ass = 3x4 = 3x6 II Scale = 1:76.7 SxB = Sx8 = 6 25 26 7 24 27 3.4 8 5x12 = 3xd I 8 10 IS 14 19 16 5x6 = 30 3At 13 12 11 6x8 = 3x4 II 4x8 = 3.00 12 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefi L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.44 Vel1(LL) -0.15 12-13 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.3013-14 >999 240 BCLL 0.0Rep Stress lncr YES WB 0.79 Horz(CT) 0.09 11 n1a n/a BCOL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.1012-13 >999 240 Weight: 2381b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x4 SP M 30'Except* except end venicals. 5-18: 2x6 SP No.2 BOT CHORD Rigid Calling directly applied or 4-10-13 oc bracing - WEBS 2x4 SP No.3*Except* WEBS 1Row at midpt 5-16.9-11 10-11: 2x6 SP No.2 REACTIONS. (Ib/size) 11=906/0.8-0, 18=2235/0-8-0 Max Horz 18=224(LC 12) Max Uplift 11=-200(LC 12), 18=-1084(LC 12) Max Grav 11 =980(LC 22), 18=2235(LC 1) FORCES. Qb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1038(761, 3-5=-2425/1918, 5-6=-833/97, 6-7=-1250/329, 7-8= 1528/418, 8-9— 2077nn BOT CHORD 2-19=-616/1112, 18-19= 231/324, 17-18=-2200/1875, 5-17— 180611489, 16-17=-1681/2230, 15-16— 53(732, 14-15= 228/1335, 13-14=-644/1929, 12-13— 930Y2608, 11-12=-926/2613 WEBS 3-19=-628/389, 17-19— 617/856, 3-17= 1054/1384, 5-16=-1683/2085, 6-16— 719/745, 6-15=-411/13M. 7-15= 2521481, 7-14=-176/468, 8-14-636/489, 9-13-862/353, 9-11=-25W890 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45f1; 11=411% eave=511; Cal. II; Exis 8; End., GCpi=O.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 2-0-10, Intedor(1) 2-0-10 to 19-0.0, Exterfor(2) 19-0-0 to 29-3-0, Intedor(1) 29-3-6 to 35-0.0 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 Ib uplift at joint 11 and 1084 lb uplift at joint 18. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 27,2018 ® WARNING-Vedfychsags pammetemand READNOTES ON MIS AND INCLUDED MREKREF£RANCEPAGE11467473m, 140142015BEFOREUSE Design valid fot Use ordywnh Mnak9conneclors. INsciesign 8 based only apoh parameters MOWa. and Is form Individual Wading Component hot a truss system. Before use, Ite b Ilding designer must veafy the mr,41cabllity of design parameters and properly Incorporate Ink design Into the overall bulidIngdesign. &acing(WlcdedlsfopreventWcklingofindiAdudK wweband/orctwrdmemb mrs y. AddlibndtemporaryandpermanentbWm MiTek' k always regi9red for staballyantl to prevent colla(se wnh pasamle pemrwl Nlwy and propeM dmnage. Forgeneralgddanceregardingthe fobrx atlon. storage, deilveW. erection anal sacaq of huscasond Uuss systems, seeANSDIPII Cuaely CM W. DSB49 tend BCSI Su/ding Component 6904 Peke East BNd. Safety Nf9nnplbrnvdlable from 1n25 Male Ins9Me. 218 N. lee Street. Site 312. Alexandra. VA22314. Tawa, FL 33510 Job Truss Truss Type y SANDLIN / 056675 Ti5199898 76443 AA PIGGYBACK BASE 7p, 1 JobReference o tional OnamDers i ruse, Inc., ran Flea%VL o.,.v.wje, ,, Z. e_,,,,,,..,,,,... ^I.. .- �,. --11 -•-- m of 3.5 = 5x8 = 5x8 = 6.00 12 6 7 3xs 3x8 Scale=1:81.5 LOADING (par) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code F802017/rP12014 CSI. TC 0.44 BC 0.67 WB 0.85 Matdx-MS DEFL Vein LL) Vert(CT) Horz(CT) Wind(LL) In (too) MetL/d -0.28 13-15 >999 360 -0.5613-15 >706 240 0.26 11 n/a n/a 0.1513-15 >999 240 PLATES GRIP MT20 244/190 Weight: 241 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 3-6-0 oc puffins. BOTCHORD 2x4 SP M 30'Except' BOTCHORD Rigid ceiling directly applied or 4-9-9 oc bracing. 5-19: 2x6 SP No.2 WEBS 1 Row at mldpt 5-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=233210-8-0, 11=1159/0-8-0 Max Hone 19=298(LC 11) Max Uplift 19_ 1115(LC 12), 11= 337(LC 12) Max Grow 19=2332(LC 1), 11=1227(LC 22) FORCES. (Ib) -Max. Comp fMax. Ten. -All forces 250 (Ib) arises except when shown. TOP CHORD 2-3_ 1044/761, 3-5=-2623/1918,5-6=-1004/0, 6-7= 1525/109, 7-8= 1858/258, 8-10=-31117798,10-11--3506/1032 BOTCHORD 2-20=-616/1119, 19-20=-308/260, 18-19=-2296/1957, 5-18= 190211541, 17-18= 1681/2699,16-17=0/923,15-16=0/1639,13-15=-297/2510,11-13=-761/3165 WEBS 3-20=-739/389, 18-20=-617/1133, 3-18=-1054/1559,5-17=-1769/2229. 6-17=--T/8/780, 6-16=3811987, 7-16=-352/641, 7-15=-295/675, 8-15= 933/678, 8-13= 187/648, 10-13= 397/356 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0pst; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 2-4-3. Interior(1) 2-4-3 to 1"-0, Extedor(2) 19-0-0 to 25-2-0, Intedor(1) 31-43 to 46-2-13 zone; cantilever left exposed ;C-C for members and forces & MW FAS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6) Beating at jolht(s) 11 considers parallel to grain value using ANSI/rPI 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 1115 to uplift at Joint 19 and 337lb uplift at joint 11. Walter P. Finn PE No.22639 MiTek UK Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -Vedfydaslgnpa eteeand READ NOTES ON MIS AND INCLUDEDMITEKREFERANGEPAGEMO-74T4ras-. 101122015BEFORE USE Design valld for use only with Nueva connectors. lhts design h based only upon parameters shown, and Is for an nclNtlUat IxOd`ng component not a fuss system. Before use, the building designer must verify the applicablllry of design parameters and properly Incorporate Ihis design Into the overall bulfdingdeslgn!&acindIndiatedIstoprevent hucklingoflMivklualvusswet,and/or chortl members only. Addltlorwltemporaryandpennonentbrad n! OW MOW Is always reglared for stadllty and to prevent collapse wnh posslbte personal Injury and property damage. For general guidonce regarcHng the tabtroatbn.storage.delivery, erecllon and breaing of trusses and truss systems, seeANSeRpli Gena@y Cderb, D5e29 and 9C51 Su919tp Component 6904 Parka Ease Md. Safety Wormatbmyallade from ins Rate Insetute, 218 N. Lee Street. State 312. Nexandda VA22314. Tarry., FL 33610 Job Truss Truss Type , . Oty Ply / 055675 T15199999 76443 B PIGGYBACK BASE 4 1 �SANDLIN Job Reference (optional) Chambers Truss, Inc., Fort Pelee, FL a.1 au s Mar a I Zo 1a mu s, inuuamea, wu. 5x6 = 5xB = 6.00 FiT 624 7 25 4x10 Scale=1:75.0 2 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (foe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.54 17-19 >935 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.0717-19 >470 240 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.92 Horz(CT) 0.65 12 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.4817-19 >999 240 Weight: 223 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No-3 BOTCHORD Rigid calling directly applied or 2-2-0 oc bracing. WEDGE WEBS 1Row at midpt 9-12 Left: 2x4 SP No.3 REACTIONS. (Ib/size) 12=1541/Mechanlcal, 2=1659/0-8-0 Max Harz 2=267(LC 11) Max Uplift 12=-455(LC 12), 2=-556(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3= 5191/2668, 3-5=-4834/2486, 5-6=-3710/1961, 6-7=3578/1964, 7-8=-3243/1732, 8-9= 3429/1799 BOT CHORD 2-19=-2427/4693, 17-19=-2104/4181, 16-17=-1473/3340, 15-16_ 1226/2931, 13-15=-1509/3191, 12-13=-1418/2835 WEBS 3-19=318/286, 5-19=-88/570, 5-17=-891/639, 6-17=-302/679, 6-16=-353/738, 7-16=-531/1127, 7-15=-177/391,8-15=366/323,9-13=-49/384, 9-12= 321211607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=1 BOMph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.OpsF h=15111; B=45ft; L=421t; eave=5ft; Cat. It: Exp B; End., GCpi=0.18; MW FRS (directional) and C-C Exlerlor(2)-2-0-13 to 2-1-7, Interior(1) 2-1-7 to 19-0-0. Exlerlor(2) 19-0-0 to 31-2-1, Interior(1) 31-2-1 to 41-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) All plates are 3x4 MT20 unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8) Refer to glyder(s) for buss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 12 and 556 lb uplift at joint 2. Waller P. Finn PE No.22838 MiTek USA, Inc, FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNING-Vedlydestgepareen tersand READ NOTES ON TNSANDWCLUDEUMNEKREFE NCEPAGEM0.7473mv. 101Xi2015 BEFORE USE Design valid foruse only YAM Milled!) connectors. itas tledgn 6 based oNy upon parameters shown, antl Is for at kWMtlual Watllrlg vrompollent, trot a truss system. Before use, the bWId w designer must very the appflcobllly of dodgn parameters and properly Incorporate this design Into the overall blaldingdodgn. Bracing Indicated Is to Prevent buckling ofIndividual lass web cs /crctrordmembers only. Atltllllonallemporary and pelmanentbrocing MOW a dways required for stability and to prevent collapse with possible personal Injury antl property deal For general gWtlance regarding the fabrication, storage, delivery, erection and bracing of busses and man systems, socAN51/1P11 euamy pBedo, D58419 and SCSI Bu9d91D Component 6904 Parke East Blvd. Sarnfylnrolmplbruvdlade from Truss Rate Institute, 218 N. Lee Street. suite 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Illy Ply SANDLIN / Q55675 T15200000 75443 B1 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a. mu s mu, TOP CHORD UNDER PIGGYBACKS - TO BE LATERALLY BRACED BY GAB = PURLINS AT 2-0-0 OC. MAX. 5x8 = TYPICAL. 6.00 � 523 624 4x10 &8-11 19.0-0 21-1.8 I 2530 33-SO 41-1 Pe f48d1 9.3.5 2d-e 4-1-8 a-20 8-5-8 Scale=1:71.9 Plate Offsets (X Y)-- f1:0-2-14 Edoel f3:0-3-0 Edqel 15:0-5-8 0.2-41 (6:0.6-00-2-81 fl l:0-3-2 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lot) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.70 Vert(LL) -0.53 16-18 >949 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 1.06 16-18 >474 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.65 11 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matfix-MS Wind(LL) 0.4816-18 >999 240 Weight: 220111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (Ib/sim) 11=1544/Mechanical, 1=1544/0-8-0 Max Ho¢ 1=-250(LC 10) Max Uplift 11=-45B(LC 12), 1=-456(LC 12) FORCES. (Ib) -. Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2-5254/2708, 2-4=-4881/2517, 4-5=-3723/1970, 5-6=-3591/1973, 6-7=-3252/1740, 7-9=-3436/1807 BOT CHORD 1-18=-2466/4761, 16-18=-2118/4205, 15-16_ 1479/3353, 14-15=-1240/2940, 12-14=-1535/3199, 11-12=-1426/2841 WEBS 2-18=-338/364,4-18=-172/577, 4-16=-903/647, 5-16=-304/681, 5-15=3601741, 6-15=-535/1134,6-14=-174/390,7-14=J65(320, 9-12=-54/385, 9-11— 3219/1625 Structural wood sheathing directlyapplied or 2-4-5 oc puffins, except end vedfcais. Rigid telling directly applied or 2-2-0 oc bracing. 1 Row at midpt 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vulf=160mph (3-second gus) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf,, h=1Sit; B-15ft; L-12f1; eave=5ft; Cat. II; Exp B; End., GCpI=0.18; MW FRS (directional) and C-C Exledor(2) 0-0-0 to 4-2-4, Interior(1) 4-2-4 to 19-0-0. Extedor(2) 19-0-0 to 31-2-1, Intedor(1) 31-2-1 to 41-8-12 zormC-C for members and forces R 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 MT20 plates unless otherwise Indicated. 5) All plates are 3x4 MT20 unless otherwise Indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcument Win any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing aljolnl(s) 1 considers parallel to grain value using ANSI?PI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 4581b uplift atjolnt 11 and 456111 uplift at joint 1. Walter P. Finn PE No.22833 MiTek USA, lim FL Cad 6634 6804 Parke East Blvd. Tampa FL 3361D Date: September 27,2018 Q WARNING -Verlrydesign paremefery and READNOTES ON TMSAND INCLUDED MDEKREFERANCEPAGEMB-74" rev. fo t,317D1SSEFGREUSE Design vailtl for usa oNy wllh M.Ilek9 connocton. INsa inn slowed oNy Upoh Uarameterssho". and is for an lnliAdual Wilding component.not �• a truss system. Before use. fine building dedOner must ved the applicability of deslgo parametersand properly Incorporate fins ciesl0n Into the overall i'��■ bulltllrgtleslgn, 6mcing lndlametl is to prevent Wckling of Inc Nidual Bussweb and/or chord members only. AddlitonaltemporaWmdpermafantbradng MiTek' Is always required for sfo ail ly antl to prevent collapse with possible personal Injury and properly, damage. For general guidance reganBng the fabrlcatlon. storage, calvary. erection and bfacing of trusses and mass systems, seeANSU PIi Quality ClBeda, DSB49 and BCSI Bu9dhg Component 6204 Parke East Blvd, Safety Arfennafblovallable from Truss Plate Institute, 218 N. Lee street, Sulte 312, Alexandre, VA 22314. Tani FL 33610 Job Truss Truss Type Ory Ply SANDLIN / Q55675 T15200001 75443 B2 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL _ 8.130 s Mar 11 2018 MIek Industries, Inc. Thu Sap 2112.50.192018 Sx6 = Sx8 = 6.00 r 6 626 7 27 20 19 Is 12 4.10 =3x6 = Sxe 3.6 = Scale=1:73.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.45 BC 0.62 WB 0.92 Matrix -MS DEFL. Ver(LL) Ven(CT) Horz(CT) Wind(LL) in (too) Vdeil Ud -0.33 16 >999 360 -0.6218-20 >802 240 0.43 12 n/a n1a 0.30 16-17 >999 240 PLATES GRIP MT20 244/190 Weight: 248 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-4-13 oc purlins, BOT CHORD 2x4 SP M 30 'Except* except end verticals. 5-18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1Row at midpt 4-20,17-20.10-12 17-20: 2x4 SP M 30 REACTIONS. (Ib/size) 1=1544/1yechanical, 12=1544/Mechanical Max Horz 1=-250(LC 10) Max Uplift 1=-456(LC 12), 12=-458(LC 12) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2971/1539, 2-4=-2747/1470, 4-5= 3818/2045, 5-6=-3744/2161, 6-7=-3599/1962, 7-8= 3251/1739, 8-10= 3437/1801 BOT CHORD 1-20= 1346/2620, 5-17=-197/275, 16-17=-147W3347, 15-16=-1239/2940, 13-15= 1535/3199,12-13=-1421/2841 WEBS 2-20=-368/323, 4-20=10671626, 17-20= 1597/3168, 4-17= 91/564, 6-17- 592/822, 6-16=336/809, 7-16=-528/1144,7-15=-174/384, 8-15=-367/320, 10-13=-541385, 10-12=-3219/1625 NOTES- 1) Unbalanced roof five loads have been Considered for this design. 2) Wind: ASCE 7-10; VUII=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45f; L=421C eave=51t; Cat. II; Exp B; End., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) 0-0-0 to 4-2-4, Interor(1) 4-2d to 19-0-0. Exterior(2) 19-0-0 to 31-2-1, Intedor(1) 31-2-1 to 41-8-12zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.0psf 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of wihstanding 456 lb uplift at joint 1 and 458 lb uplift at joint 12. Walter P. Finn PE No.27839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tamps FL 33610 Data. September 27,2018 A WARNING- Vedlydes/gn parameters snd BEAD NOTES ON MIS AND INCLUDED NITXREFERANCE PAGE MIF74"ws.. 1e/O.130IS BEFORE USE Design valid lot use only wlih Weld) connectors. Ins design 6 based any upon parameter shovm, and Is for an B Mdual building component, not a him system. Before use, the building designer must verify the appllcablllN of design parameters and propeuy hcomorafe Inc design Into the overall baldIngdeggrij Bracing Indicated Is to buckilng ofindivIdual huss web and/or chord member only. Additional temporary andpermanembs.Ing MiTek' pmvent Is always required for stablllly and to prevent collapse wlih possOYe personal Inlury and txofxarry damage. For general Ouldance regarding the folxicailon. storage, delivery, erecilon and bracing of busses and Imss systems. seeANSUM11 OuOmy CrCOM, DSBd9 pntl BCSIWBtlhp Componanl 690A Parke Eest Blvd. SpNIy BBomlollenavdioNe from Truss Plate Institute. 218 N. lee Street S lte 312. Alexantlda. VA 22374. Tempe, FL 33610 Job Truss Truss Type 01y Ply SANDLIN / 055675 T15200002 75443 B3 Hip 1 1 Job Reference L02tionaft cnambers cuss, ma, Von Fierce, M o.I.]v SIVICI „ e.I. iv, I I nn nm... ....c. .... Jevu a.cv av io 6.00 12 3x4 4 3x6 i 4 26 3x4 \\ 3 2 25 0 21 20 31 3x4 = 3x6 = 3x5 = 10x10 = 4x5 = 3x5 = 5 6 27 7 19 18 3x4 II 10x10 16 7x8 = 2x12 3.00 12 Scale = 1.74.3 Sx6 = 828 29 3.4 C 9 3x6 J 10 0 30 15Z 4x8 -131 b 11 14 bx6 12 3x6 ll. LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.58 16-17 >866 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Ven(CT) -1.0716-17 >470 240 BCLL 0.0 Rep Stress lncr YES WB 0.91 Horz(CT) 0.81 12 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.51 16-17 >987 240 Weight: 250 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc puffins, BOTCHORD 2x4 SP M 30 'Except' except end verficals. 6-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or5-3-10 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1Row at midpt 7-15 5-19,5-17,11-13,17-19: 2x4 SP M 30 2 Rows at 1/3 pa 5-19 REACTIONS. (lb/size) 1=1544/Mechanical, 12=1644/Mechanical Max Horz 1=-222(LC 10) Max Uplift 1=A56(LC 12), 12=-458(LC 12) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 2989/1562, 2-4=-2784/1501, 4-5-2142/1284, 5-6=-3804/2117, 6-7=-4658/2488, 7-8= 3008/1722, 8-9=3424/1807, 9-11= 3500/1820,11-12= 1506/877 BOT CHORD 1-21— 138af2724, 19-21=-1152/2283, 6-17_ 10381552. 16-17— 182313975, 15-16= 1952/4258,13-15=-1591/3164 WEBS 2-21=-320/293, 4-21=-191/515, 4-19=-666/450, 5-19=-4995/2272, 5-17-2737/5967, 6-16=-571/1276,7-16=-499/1235,7-15= 1734/893,8-15=-576/1198,9-13-382/321, 11-13-1474/2913,17-19— 2683/5857 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psl; BCDL=3.Opsg h=15ft; B=45ft; L=42fl; save=511; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 4-2-4, Inlerior(1) 4-2-4 to 17-0-0, Exterior(2) 17-M to 33-2-1, Interior(1) 33-2-1 to 41-8-12 zone; cantilever tell and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) ' This Truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 456lb uplift at joint 1 and 458lb uplift at joint 12. Wafter P. Finn PE No.22838 MiTek USA, Inc. FL Cod 6634 6904Parka East Blvd. Tamps FL 33610 Date: September 272018 Job Truss Truss Type Cry Ply / Q55675 T75200003 75443 B4 Hip 1 1 �SANDLIN Job Reference Loptional unamoers i russ, me., ron MOM6, rL Style=1:73.9 7x8 = 6.00 F12 4 4x5 = 46 = 5x6 = 5 24 625 26 7 3x6 G 3x4 I 3x4 43 e 2 14 \ 27 5 7x8MT1aHS= 4x61 23 ,1xl4 MT78HS � 13 9 12 4x6 � 11 3z10 c 5x6 a 19 18 17 16 10 3x5 _ 3x4 II 46 = 7x8 = 3x4 11 3x6 11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.58 14 >869 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.84 Vert(CT) -1.09 13-14 >460 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.77 Horz(CT) 0.69 10 n/a n1a BCDL 70.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.52 14 >957 240 Weight: 2341b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 5-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 2-17, 4-17, 6-13 4-15,9-11,15-17: 2x4 SP M 30 REACTIONS. (fib/size) 7=1544/Mechanical, 10=1544/Mechanical Max Horz 1=-194(LC 10) Max Uplift 1=456(LC 12), 10=-458(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2974/1568, 2-4=-2312/1326, 4-5=-5001/2715, 5-6=-6558/3422, 6-7=-0109/1773, 7-8-3516/1873,8-9= 3340/7782, 9-10= 1505/876 BOT CHORD 1-19=-1384/2595, 17-19=-1384/2595, 5-15=-1542/800, 14-15=-249215215, 13-14= 2510/5214,11-13=-1566/3023 WEBS 2-19=0/325,2-17=-747/490,4-17=-217B/1072, 4-15=-2002/4213, 5-14=-90912022, 6-14=-890/2019, 6-13— 2540/1345, 7-13=-600/1248, 8-13=-75/366, 8-11=4T7/353, 9-11= 1465/2802,15-17=-1558/3241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft1 L=4211; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-4. Interior(7) 4-2-4 to 15-0-0, Exterior(2) 15-0-0 to 35-5-0. Interior(1) 35-5-0 to 41-8-12 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 3) Provide adequate drainage to prevent water pending. 4) A l plates areiMT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456lb uplift at joint 1 and 458 lb uplift at joint 10. Walter P. Finn PE No.22839 UUTek USA, Inc. FL Cart 6634 IISM Parka East Blvd. Tampa FL 33610 Date: September 27,2018 Job Truss Truss Type Oly Ply SANDLIN / 055675 T15200004 76443 B5 Half Hip 1 1 Job Reference o floral n o�,.e s GnamDers lruae, Inc., Yon Pierce, FL "'305mo, ,, �o,o,.,,, o,. ,, �........o.. ,..----..-.-_..._._ __. ID:RK6vCXPFhooVRVv4tbjdZLyjeAa-j97rm3wlAcMYTUjyH8Crl kDpDaY_W ROuPX?GelyZOcR Scale=1:72.6 5x8 = 3x12 = 3x4 11 46 = 4x10 = 4x4 = 3x4 II 18 17 16 28 15 14 10 5x8 3x5 = 3x4 11 316 = 6xIO = 3x4 11 3x4 = LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]net YES Code FBC2017/TP12014 CSI. TC 0.49 BC 0.65 W B 0.99 Matrix -MS DEFL. in (1oc) Mail Ud Vart (LL) -0.49 14 >999 360 Vert(CT)-0.9111-13 >550 240 Horz(CT) 0.48 10 n/a r✓a Wind(LL) 0.47 14 >999 240 PLATES MT20 MT18HS Weight: 2481Is GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-6 ocpudins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 5-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS I Row at midpt 4-15, 7-11, 8-10 13-15,4-13,7-13: 2x4 SP M 30 REACTIONS. (Ib/size) 1=1544/Mechanical, 10=15441Mechanical Max Horz 1=237(LC 12) Max Uplift 1=-438(LC 12), 10=-476(LC 12) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 3015/1521, 2-3=-2460/1309, 34= 2483/1382, 4-5=-6126/3339, 5-7=-6175/3352, 7-8= 2277/1186 BOT CHORD 1-18=-1632/2639, 17-18=-1632/2639, 15-17=-1256/2132, 5-13=-275/226, 11-13=-1811/3354, 10-11=-818(1516 WEBS 2-18=0/273, 2-17=-620/431,3-17= 168/479, 3-15=-242/630,4-15=-1883/1116, 13-15= 1641/2946,4-13=-2119/3942,7-13=-1755/3214, 7-11=-1895/1107, 8-11=-772/1619, 8-10=-2231/1221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasc=124mph; TCDL-1.2psh BCDL=3.Opsf; h=15ft; 8=45ft; L=4211; eave=5tt; Cat. II; Exle B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-4, Intedor(1) 4-2-4 to 13-0-0, Extedor(2) 13-0-0 to 19-2-6 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 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a MO pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.0pst. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 1 and 476 He uplift at joint 10. Walter P. Finn PE No.22838 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -Vedyde Ignparameters and READ NOTES ON MSMOWCLUDEDMOEKREFERANCEPAGEMX74Ytree toVeGeVIS BEFORE USE. Dedgn void for use only Wih MBeksy comootols. BJs design Is based only upon i>:irameters atwwn. and Is form 6dly olual Watling component, hot a tmss system. Before we, the buliding designer must verify the appllcabllly of design parameters and properly Incorporate thisdesign Into the overall bullding deslgn. &acing Indicated Is to xicklln0 of Individual huuvreb and/or chord members only. Addl iDnal temporaryand peimanou throcing MjTek' prevent Is always required for stately, and to Wovent collapse Wth possaxe personal inlury chat properly damage. For general guldari regarding Ire storage, delivery, erection and bracing of tenses and tors systems, weANSp(Plt Coady Coleda, DSB49 and BC51 Buldltp Component 6904 Parke East Blvd, Safety ln(onnarbmvallable from Truss Plate Inslllute, 216 N. Lee street, Sulte 312, Alexardda VA 22314. Tenge, FL 33610 Job Truss Truss Type Oty P=tall T15200005 75443 86 Half Hip 1 UnamD9rs I russ, Inc., ran rlerce, rL m d d S.I. =1:71.3 5x6 = 3x4 11 3x6 = 3x8 = 3x6 = 3x4 11 46 = 3 23 24 25 4 5 6 26 7 8 27 9 17 16 15 28 14 29 13 12 30 11 31 10 3x5 = 3x4 II 314 = 46 = 3x6 = 3x4 II 402 = 3x6 46 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in pot) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Veff(LL) -0.21 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ven(CT) -0.43 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.12 10 n/a RIG BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.20 13-14 >999 240 Weight: 232111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 1 Row at midpt 9-10, 6-11, 9-11 REACTIONS. (lb/size) 1=1544/Mechanical, 10=1544/Mechanical Max Horz 1=200(LC 12) Max Uplift 1=-444(LC 12), 10=-47o(LC 12) Max Grav 1=1553(LC 17), 10=1551(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2= 3052/1577, 2-3=-2630/1397, 3-4 2941/1598, 4-6= 2941/1598, 6-8=-1809/950, 8-9=-1809/950, 9-10=-1475/845 BOT CHORD 1-17— 1646f2737, 16-17=-1646/2737, 14-16=-1324/2327, 13-14=-1454/2768, 11-13=-1454/2768 WEBS 2-16=-480/37013-16=-140/435, 3-14=-383/907, 4-14=454/379, 6-13=0/317, 6-11=-1223/624,6-11=-452/368, 9-11=-1157/2207 NOTES- 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD1_=3.0psf; 11=15h; B=45h; L=421t; eave=5f ; Cat. II; Exp B; Encl., GCpi>0.18; MW FRS (directional) and C-C F)derior(2) 0-0-0 to 4-2-4, Interior(1) 4-2-4 to 11-0-0. Extedor(2) 11-0-0 to 16-11-1 zone; cantilever left and right exposed ;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL_1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL= IO.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 4441b uplift at joint 1 and 470lb uplift at joint 10. Walter P. Finn PE No.22839 MIT& USA, Inc. FL Cad 6634 89U Padre East Bud. Tampa FL 33610 Date: September 27,2018 A WARNING -Verity deslga pa,s..fs...d READ NOTES ON THIS AND INCLUDED MREK REF£RANCE PAGEMII.7473 rev. 1a/a9/291S BEFORE USE Design valldfor Use any Win tyue:.�counselors. kits design is baud only upon parameters shown. and is for an YWlNdual Wading component. not �- a puss system. Before use, Ilw building designer must verify the appllcobally of design parameters and prop ily Incomomte, this design Into the overall WllOingtledgn.&acing lncloated is to prevent buckling of Individual tussweb and/or chord members only. Atldllonaliemicomerandpermanentbracing MiTeW Is always requlrod for stability ondfo prevent collapse with posslNe personal Injury and property damage. For general guidance regarding the fabrlcalion, storage, dellvety, erection and bracing of Busses and tons systems, ueANSUlplr Quality Cdfeft DSB49 olml BCSI Wldhlg Component 6904 Palk. East Blvd. Serfotymfoanalknavdlable ham Truss Plate Institute, 218 N. Lee Streel, Wife 312, Alexandra, VA22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply / C55675 T75200006 75443 B7 Roof Special 1 1 �SANDUN Job Reference (optional) Gnamner5 l russ, Inc., ron rieme, rL 6.00 12 5.6 = 5.4 1 2 5x6 = 3x4 II axe = 3x6 = 3,08 = 3x6 = 3x4 II Scala=1:74.3 19 18 17 16 15 14 13 12 11 6x8 7x8 = 3x4 H 44 = 3x8 = 3x4 11 5x10 = 3x6 11 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Ono) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) -0.29 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.56 14-15 >886 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(CT) 0.13 11 Na rda BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.2614-15 >999 240 Weight: 249 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-10 0o purims, BOT CHORD 2x4 SP M 30 except end ver icals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-14 no bracing. WEBS 1 Row at midpt 4-18, 7-12, 10-12 REACTIONS. (lb/size) 11=1539/Mechanioal, 19=1539/MechmimI Max Horz 19=22(LC 11) Max Uplift 11=-455(LC 12), 19=-456(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23= 1235/640, 3-4=-1043/513, 4-6=-3542/1745, 6-7=3542/1745, 7-9= 2198/1094, 9-10=-2198/1094, 10-11=-1468/807 BOT CHORD 18-19=-202(401,17-18=-1386/2806,15-17=-1386/2806,14-15=-1648/3341, 12-14= 1648/3341 WEBS 2-18=-1037/2089, 3.18= 812/510, 4-18= 2052/1015, 4-17=0/316, 4-15= 418/859, 6-15=405/318, 7-14=0/300,7-12=-1329/652, 9-12=-447/365, 10-12=-1251/2520, 2-19= 1524/764 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psl; BCDL=3.Opsf; h=15R; B=151t; L=121t eave=511; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-0, Interior(1) 33-0 to 41-8-12 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load noncencurrent with anyother live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 11 and 456lb uplift at joint 19. Walter P. Finn PE NO22838 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 O WARNING- Vedrydeslenparamet0M wd READ NOTES ON THIS AND INCLUDED NOEKREFERANCE PAGE MIP7473 mv. IDUMVIS BEFORE Design veld foruss oNy with Mffekb connectors. this dogb based oNy upon parameters shown. and is for an Individual buRding Corn Irwl a truss system. Before use, the building designer most veefy the applicablllry of dedgn parameters and property Incorporate th5 design Into Iha overall building design: Wooing Indicated is to buckling Individual truss web and/or chord members only. Addllional temporary and permanent bracing MOW prevent of Is always requlsed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East SNd. fabacation, sfome, dellvery, eroclion and bracing of trusses and from systems. seeANSUM11 Ouamy C M, D049 and SCSI Building Component Sahfy Nlmmallomvdloble from truss Plate Institute, 218 N. Lee Street. Sulte 312, Alexandria, VA 22314. Tarnpa, FL 33610 Job Truss Truss Type Oty Ply SANDLIN / ru55675 T15200007 75443 C COMMON 3 1 Job Reference o tional cnam hers Imes, Inc.. ton Fierce, ri. 4x4 = 4 Scale=1:24.5 to 24 II 20 II 2-8-0 $-0-0 6-B-0 10-2-12 1q-52 13-0-0 2-B-0 -0- 3-B-0 3-6-12 0-2- 2-10104 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) -0.04 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.07 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCOL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.04 8 >999 240 Weight: 51 Ila FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=488/0-8-0, 7=50010-4-12 Max Hoa 9=-83(LC 10) Max Uplift 9= 23B(LC 12), 7=-132(LC 12) FORCES. (Ib) - Max. CcmpJMax. Ten. -All forces 250 fib) or less except When shown. WEBS 3-9=-2851320, 5-7=-288/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3Apsf; h=15ft; B=45ftp L=24ft; eave=lft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-0-0-15 to 3-0-0. Interior(l) 3-0-0 to 6-8-0, Extedor(2) 6-8-0 to 9-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with anyother live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 238 lb uplift at joint 9 and 132 lb uplift at joint 7. Walter P. Finn PE No.22839 MlTek USA, Inc. FL Cad 6834 6904Parke East Blvd. Tampa FL 33610 Date: September 27,2018 Q WARNING-VMfy design parameteasaed READ NOTES ON TNISANDINCLUDEDMREKREFERANCEPAGEMIh74n.®.. rM1D.V10iSBEFOREUSE �■ Design valid foruse only Win MITek®conbectors. fib design is based only Upon parametersshown, and is form MiAdual handling component, nor Ni � a truss syxlem. Before use. the Weldon designer must verify the appllcablity of design parameters and properly Incotnorate this design Into the overall bulldingde.Ugn'. PlacinglndicatedIstoprevent buckling oflndMdudloss web and/or chord members only. Addlllonaitempormyondpermanentbracleg rL MOW Is always regUied for stability and to prevent collapse with possNie personal Koury and property damage. For general guidance regarding the fabrication.storage,delivery, erection and llacig of losses end buss systems, seeMaIIiRpN Quality Crfeda, DSB49 and BCSI Building Component 6904 Parke East Blvd. Salefy(Nommolknovdiable from Truss Plate Insulate, 218 N. Lee Street. Sulte 312. AlexatWda. VA22314. Taupe, FL 33610 Job Truss Truss Type Ory Ply / G55675 T75200008 75443 GR1 COMMON GIRDER 1 3 �SANDLIN Job Reference (optional)_ Chambers Truss, Inc., Fort Pierce, FL HU m 0 4x6 II 6.00 12 8.130 s Mar 11 2018 MITek Inc. Thu Sep 27 12:50:36 2018 6X140HUS26 3x10 II HUS267n8= 7x8 WB= HUS26 HUS267x8= THD26-2 3x10 II Sx141 HUS26 HUS26 HUS26 HUS26 IOAO = HUS26 HUS26 5-0-0 10-U8 14-11-0 19-8-8 24-6-0 2&10-0 5d-0 4.9.8 4-9-8 I 4-9-8 4.9-e Sd-0 Scale=1.58.7 Plate Offsets (X Y)-- f t-0-2G4 03-41 f9:0-2-14 0-3-41 f 12:0-3-8 0-4-81 115:03-8 0.4-81 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) VdeN Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.88 Vert(LL) -0.29 13-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.53 13-15 >680 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.78 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.2611-12 >999 240 Weight: 576 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (fib/size) 1=12575/0-8-0, 9=978110.8-0 Max Hoa 1=-215(LC 6) Max Uplift 1=3831(LC 8), 9=-3088(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or4-2-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 23774l7263, 2d_ 18787/5794, 4-5=-14224/4462, 5-6=-1423814463, 6-8= 1886915861, 8-9= 21752/6694 BOT CHORD 1-16_ 6391/21265, 15-16= 6391/21265,13-15=-4976/16749, 12-13=-5041/16847, 11-12=-5863/19393, 9-11=-5863/19393 WEBS 5-13=-3847/12390, 6-13-6028/1943, 6-12=-1888/6163, 8-12= 2902/937, 8-11= 729/2485, 4-13=-5884/1849, 4-15= 1802/6054, 2-15=-5149/1613, 2-16= 1269/4351 NOTES- 1) 3-ply Ines to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 raw at G-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at Dd-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsG h=15f ; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); cantilever left and tight exposed; Lumber DOL=1.60 plate grip DOI^1.60 5) This muss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This toss has been designed for a live load of 20.Opsf on the bottom chord in all areas Wnere a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 3831 lb uplift at joint 1 and 3088lb uplift at joint 9. 8) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max starting at 0-9-4 from the left end to 20-9-4 to connect tuss(es) to front face of bottom chord. 9) Use LISP THD26-2 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent at 22-8-8 from the left end to conned tuss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Walter P. Finn PE No.22839 6flTek USA, Inc. FL Cott 6634 69U Parka East Blvd. Tampa FL 33610 Date: September 27,2018 L�WAAN(NG«erny aeDgl�pammefers antl AEAO NOTES ON THIS AND INCLUOEDMITEKAEFEAANCEPAGEMO-7473Iov. I0A342016BEFOAE USE Deskn valid for use myWh MlTekt)connectors. This deUm bbosetl my Upon parameters shown, and is form IndiAdual WdIng component.net �R w` a truss system. Before use, the Wilding designer must verify the oWllcadllly of design parameters and property Incomorate Ihls design Into the overall WlIcUmdedgn!&acinglntlk:aledIstoprevent WcHingofIndividual tmssweband/or chord members only. Atldlllonoltemporaryantlpermmenlbracing MiTek' Is always readrod for stability, and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracim of trusses and buss systems, seeANSUIP11 Guaw Cdi DS"9 and BC51 BuldinH Component 6904 Parke East BNd. Safety Informalbnavallable from Truss Nate Institute. 218 N. Lee Street, Sulle 312, Nexand4a. VA 22314. Tampa, FL 33610 Job Truss Truss Type t . any Ply SANDLIN / 055675 T15200008 75443 GR1 COMMON GIRDER 1 3 Job Reference(optionsl Chambers Truss, Inc., Fort Pierce, FL B.1 JU s mare 2018 ml l ek inausme6, Inc. Thu Sep Z 12:5¢362018 Paga c ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-04kdsU1 ZphdBgOUHEN BRreOhcwSs?INi50n_SyZOcH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-54, 5-10=-54,1-9=-20 Concentrated Loads Ob) Vert: 13-1524(F) 18-1524(F) 21-1521(F) 22=-1521(F) 23=-1521(F) 24=-1524(F) 25=-1524(F) 26=1524(1`) 27— 1524(F) 28=-1524(F) 29— 1519(F) 30=-3287(F) Q WARNING-VedtyCenlgnpammetema dRADNOTES ON THIS AND INCLUDED MIlEKREFERANLEPAGEMIFl4l9mv. 10/03R015SEFORE USE Design volld fat use oNywilh MRekE connectors. lNsdeslgn k based on y upon barometersshown and Is form Individual building component nor �� a Lass system. oefore use, the Wilding designer must verify the appkcabinty, of design parameters and properly Incorporate this design Into the overall bulldingcleslgn&acinglndlcotedIstoprevent buckling ofindMdualtmssweband/or chord members only.Addlrlonalfemporaryandpermanentbraclrsg MiTek' Is always required for stablllyand to prevent collapse with possible personal injury and property damage: For gonerar guldonce regartling the f=loalbmstorage.delNery.er bonandbmclWOftnnsesandtmwsysteM%. AHSU7110wfy CAoM,DSB49ond BCSWMhgCo panon! 6904 Perk. E.sl Blvd. SGhty/nblmafbmvdlable from inns Rafe Ins1llule. 216 N. Lee Sheet, suite 312, Alexandra, VA 22314. Tempe, FL 3MIO Job Truss Truss Type . Cry Ply SANDLIN / C55675 T15200009 75443 GR2 Hip Girder 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.tdu s mar if auto mi I ex umusu Style=1:42.8 7x8 MT18HS 9 17 5x8 MT1 BHS = Ig Sx12 MT18HSG 3,00 I1 -'"-'_ __ /xU= ------ IM oxu II HUS26 HUS26 HUS26 HUS26 HUS26 THDH26-2 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Ill Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ve It.Q -0.24 9-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.44 9-10 >632 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Hom(CT) 0.12 6 We Wa BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.22 9-10 >999 240 Weight: 270 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2.6-11 cc puffins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid cefffng drectiyapplied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 *Except* 3.10,4-9: 2x4 SP M 30 REACTIONS. Oh/size) 1=8670/0-8-0, 6=597210-8-0 Max Horz 1=-131(LC 6) Max Uplift 1=-2666(LC 8), 6_ 1963(LC 8) FORCES. fib) - Max. ComplMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-17130/5288, 2-3=-13071/4097, 3-4= 11449/3711, 4-5=-12650/4056, 5-6_ 12638/3990 BOT CHORD 1-12=-4628/15322, 10-12=A628/15322, 9-10=-3529/11840, 8-9= 3455/11273, 6-8=-3455111273 WEBS 2-12=-1005/3477, 2-10= 4175/1312,3-10=-1739/5931,3-9=-615/138, 4-9=-1688/5405, 5-9=-427l298 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0.7-0 oc. Webs Connected as follows: 2x4 - 1 row at 0-9-0 Go, Except member 9-4 2x4 - 1 row at 0.4-0 Ga. 2) All loads are considered equally applied to all plies, except if noted as front IF) or back (8) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as IF) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf;, BCDL=3.Opsf; h=15ft; 8=4511; L=241t1 eave :411; Cat. II; Exte B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates areMT20 plates unless otherwise indicated. 7) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 2(l on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 9) Provide mechanical Connection (by others) of truss to beating plate capable of withstanding 2666 to uplift at joint 1 and 19631b uplift at joint 6. 10) Use US HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 cc max starting at 1-11-4 from the left end to 11-11-4 to connect tmss(es) to back face of bottom chord. 11) Use USP THDH26-2 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 13-10-8 from the left end to Connect truss(es) to back face of bottom chord. 12) RII all nail holes where hanger is in contact with lumber. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33BIO Date: September 27,2018 ®WARNING. Vedlydodgnpammefersend READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MB-7473mv. reNYLOfS BEFORE USE. Design va9tl for Use only Win Mfleld& ahneclors. INS design b based oNy upah WIGM01e13 shown. and is for an lnd%Adtid Watling component not jYwq■ a trua system. Before use. the Wilding dedgnel must verlfy the appllcabAlN of tleslgn parameters add properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to Wckling of Individual 0uss web and/or chord members only. Addlllonal temporary and permanent braclrxl ��. M!Tek' prevent Is always required for stability and to prevent collapse with cadlble personal Injury antl properly damage. For general guidance regarding the 6904 Pmke Eest Blvd. fabrication, storage, delivery, erection and Ixodrxa of trusses and Fran systems. seeANSfi Quality ClBofb, DSBd9 and BCSI BuBdbg Compononf sedidy blmalbmvallaWe from Russ Hale Mature. 216 N. Lee Street Sulte 312, Alexardlla. VA 22314. Temps. FL 33610 Job Truss Truss Type . Qly Ply / Q55675 T15200009 75443 GR2 Hip Girder 1 2 �SANDLIN Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL B.13D s Mar 11 ZU1 B MI I eK mausules, Inc. Thu Sep 27 i2mu:37 20 ro rage a ID:RK6vCXPFhoOVRVAtbjdZLyjeAa-uHl?4g2Ba?I?HA33RyuQz3AbBOFybUtWAALWuyZQCG LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-4=-54, 4-7=-54, 1-6=-20 Concentrated Loads Qb) Veil: 9— 3690(B) 1 8=-1524(B) 19=1524(B)20=-1524(B) 21= 1524(B)22= 1524(B)23=-1519(B) ,&WARNING- Vodrydaaignparnmefeoand READ NOTES ON TNISANDINCLUDEOMI/EKREFENANL PAGEM0.74YJmv. 10VW 15 BEFORE USE Design volld for Use only With MRelsID connectors. This design Is based! only upon parameters drown. and Is for an Indlvirlud buFding component rot a hum system. Before use, the Wldfng designer must verify file appllcaMllly of design parameters and properly Incorporate Ihk design Info the overall twlIcIng design. Bracing Indicated is to prevent buckling of Individual loss web and/or chord members only. McIlional temporary and permanent bracing MOW Is always required for stablllry and to prevent collapse with possible persond Injury and properly damage. For general guidance reganding the lobrLallon, storage, delivery, erection orb bracing of trusses and truss system, seepNSWII CuoNy 01relby DS049 and SCSI aubdb g Component 6904 Parke East Blvd. Solely Orlertnalbmvdlade from roes Plate Institute, 218 N. Lee Sheet, Safe 312, Alexandra, VA22314. Tompo, FL 33610 Job Truss Truss Type Gty PIY SANDLIN 1055675 T75200010 76443 GR4 Hip Girder 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL R 4x8 = 8.13U s Mar 11 2U1 a MI I ex measures, Inc. I nu Oep GI r 4;0U:JV ea 10 ID:RK6vCXPFhoOVRVMtbjdZLyjeAa-dPIUW4R6c?iXUDSYNwu2UG1 Kpxo30FpO3fSt 2x3 II 48 = 17 185 4n' — HUS26 HUS26 HUS26 HUS26 A-9-0 10-0-0 IM-0 16Ad 19-IIA Scale =1:36.0 69-0 3-3-0 3-3-0 3-14 3-7-0 Plate Offsets(XY)-- f2:0-1-80-0-1113:0-5-40-2-01 f5:0-5-80-2-41 f7:0-1-110-1-81 f9:03-803-121 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.13 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.2310-12 >999 240 BCLL 0.0 ' Rep Stress [net NO WB 0.54 Herz(CT) 0.07 7 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 10-12 >999 240 Weight: 230 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 -Except- 7-11: 24 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. Qtelsize) 7=570610-74,2=4064/0-" Max Horz 2=105(LC 7) Max Uplift 7=-1306(LC 8), 2— 1142(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) -: Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8403/2176, 3-4=-8433/2125, 4-5=-8433/2125, 5-6= 8505/2049, 6-7=-10385/2417 BOT CHORD 2-12=-186377459, 10-12=-1895(7571, 9-10=-175677702, 8-9=-2122/9276, 7-8=-2122/9276 WEBS 3-12=-73212584,3-10-197/1346, 5-10=-378/1116, 5-9= 569/2847, 6-9=-1941/445, 6-8— 285/1590 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-7-0 cc, Except member 10.3 2x4 -1 row at 0-9-0 cc, member 4-10 2x4 - 1 row at 0-9-0 oc, member 10-5 2x4 - 1 row at 0-9-0 cc, member 9-52x4-1 row at 0-9-0 oc, member 9-6 2x4 -1 row at 0-9-0 oc, member 6-8 2x4 - 1 row at 0-9-0 ec. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) lace in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F7 or (B), unless otherwise indicated. 3) Unbalanced root live loads have been Considered for this design. 4) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Cpsf; h=15fh, B=45N; L=24ft; eave=4fh Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional); cantilever left and Fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all area where a rectangle 3-6-0 tall by 2-0-0 Wde will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1306 lb uplift at joint 7 and 1142111 uplift at joint 2. 9) Use USP HUS26 (With 16d nails Into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 cc max starting at 7-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 $904 Padre East Blvd. Tampa FL 33610 Dale: September 27,2018 WARNING-Vedrydedgnpmamemm and READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MIF7473., 10,17=I5 BEFORE USE Design valid far use only Wth MnekHoonneetors. INsdesign 6 based only upon parameters shown. and Is for. an IndMdual building component, not a Inns system. Before use. the bullo1ng designer must verify the al=plicablity of design parameters and popery Incorporate this design Into the overall bulldragdeslgm. BrocinglrWlcatedNtoprevent bucklinooflndlvIdualirunweband/or chord membensonly. Addlllonallemporaryondpermanerltbacing M!Tek' Is always required for stability and to prevent collapse with pcasVe personal Injury and property damage. For general guidance regarding the (ablation. storago, dollvery, erection and bacing of tenses and truss systems. seeAN&MLY Qualify Clleda, DSBd9 and SCSI Sulding Component 6904 Parke Est Blvd. Softly lnftnnaflornvallabte from lnrrs Plate Institute, 218 N. Lee Street, Sulle 312. Alexancro, VA 22314. Tarry., FL 33610 Job Truss Truss Type Oty Ply SANDLIN / 055675 T15200010 75443 GR4 Hip Girder 1 2 Job Reference o tional Chambem Truss. Inc., FOR PleMe, FL o.l Ju..., I I ZV to mnen nuubuinb, mG. , ,m' a„ c..m.'tvavio ua^c ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-Jm7is44tw7Z8eoe64S7bhoC4DG1 otUydjO?7DyZOcD LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5-54. 5-7=-54, 2-7=-20 Concentrated Loads (Ib) Vert: 12=-2190(B)9=-101I(B)14_ 968(B)19=-1011(9)20— 1014(B)21=-1003(B)22= 985(8) ,&WARNING-V rflydeslgnpammefersand READNOTES ON TMSANDBICLUDEDMREKREFERANCEPAGEMIF74mmv. 10012015 BEFORE USE Design vald (cause only Wth MRek& aorrhalors. INsdesign It based only upon parameters shovm. and 6 form Individual burding Cdnihment, not a truss system. Before use, the bdldne desgner must verily the appllcablity otdeslgn parameters and properly Incorporate this desgn Info the overall bulldllgdeslgnjBacingIndicated Istopreventbuckling ofindMdualtruss web and/or chord members only. Addlflonaltemporaryondpermanenibracing MiTek' Is always required for Mablllty, and to prevent collapse wnh possible personal Injury and property damage. For general guldance re jwdlrg the fobricatlon. storage, delivery- erection and braclrg of trusses and buss systems. seeANM/Fplr Straitly Offend, DS949 and BCSI Building Componanf 6904 Parke East Blvd. Safety lnfermarlanavallable Rom True %ate Instllule, 218 N. Les Street. Sulfe 312, Alexand0o. VA 22314. Tempe, FL 33610 Job Truss Truss Type . Cry Ply / 055675 T75200011 75443 GR5 Hip Girder 1 1 �SANDUN Job Reference o tional Chambers I was, Inc., ton Fierce, FL o. roaamainmiamiinnnmuamea, �. u�u oeyu m.w.�, �o,o 2-o-U s0o-0 50-0 5-0-0 4-114 Scale=1:37.0 • Special NAILED 4x8 = NAILED NAILED NAILED 2x3 II NAILED 4x8 3 17 18 19 4 20 21 22 5 6.OD F12 NAILED 23 !n 2 6 I - 1 11 n It n — n p 1 n n If to 9 24 25 26 27 28 29 1 10 8 7 3x6 = NAILED NAILED 3s8 _ NAILED 24 II NAILED NAILED 3x4 = 2x3 3x5 = NAILED NAILED Special 5-0-0 10-0-0 15-0-0 19-114 r s.nn I e.a.D a -a -a I a-114 Plate Offsets (X Y)-- 13:0-540-2-01 f5.0-5-4 0-2-01 f6:0-5-0 0-031 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in COG) Udell Ud PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TIC 0.24 Vert(LL) -0.07 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.15 B-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO We 0.23 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.08 8-10 >999 240 Weight: 90 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=1121/0-7-4,2=1161/03-0 Max Horz 2=83(LC 7) Max Uplift 6=383(LC 8). 2= 485(LC 8) Max Grav 6=1121(LC 1), 2=1200(LC 29) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-20561702, 3-4= 2353/866, 4-5=-2353/866, 5.6=-19731702 BOT CHORD 2-10=-588/1829, 8-10=-590/1849, 7-8=-573/1733, 6-7=-572/1719 WEBS 3-10=-27/357, 3-8=-237/632,4-8= 339/210, 5-8=-25W725, 5-7— 16/346 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC B0DL=3.0psf, h=15ft; B=45fh, L=24ft; eave=lf; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever felt and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other five loads. 5) ' This Was has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-61D tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383lb uplift at joint 6 and 485lb uplift at joint 2. 7)'NAILED* indicates 3-10d (0.148x3') or3-12d (0.148k3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128111 down and 164lb up at 5-0-0 on top chord, and 245lb down and 62lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 4-3=-54,3-5=-54,5-6=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=-78(F) 5= 61(H`) 10=-127(F) 7— 42(F) 18---38(F) 19— 1(F) 20=-1 (F) 22= 38(F) 23=39(F) 24= 23(F) 25— 47(F) 26=-47(F) 27=-23(F) 28=-88(F) 29=-43(F) Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 69D4 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -Verify design Namefen and READ NOTES ON MIS AND INCLUDED MMEK REFERANDE PAGE M/F7475 rev. YOUNN IS BEFORE USE. Design valid for use only with Mfla� connectors. This design is based only upon parameters shown, and Is for an lndMduai balding component not �. a tnlrs system. Before use, Ibe Watling designer must vedly the applicability of design parameters and properly Mcoryorate this design into the overall bulldingdesigm Bracing Indicated Is toprevenlWcklingofindMdualirusswebantl/orchord members only. AddllonallemWraWmdpermanenlbracing MiTek' n always tmulred for slabllityand to prevent collapse with possible personal Injury and properly damage. For general guidance Imarding the fabrication storage, tlelNery, erection and bracing of busses and tmss systems socANSWil Quality C@olb, DS"P antl BC51 Buedbg Compon.nt 6904 Parka East Blvd. SDlafy Nramnallomvdiabie nom Tnsss Rate Institute. 218 N. Lee atreel. Wife 312, Mexarxlda, VA 22314. Tanga, FL 3361 D Job Truss Truss Type I I Gfy Ply / 055675 �SANDUN T152DDD12 75443 GRA Half Hip Girder 1 1 Job Reference (optional) cnamoers Iruss, Inc., ron coerce, rL Scale- 1:74.2 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5,6 NAILED NAILED NAILED 6]10 = 6,10 = 3x4 11 3x6 = WO = 3x4 11 Sx6 = 3x6 = WO = ass II 6.00 12 3 28 4 5 29 30 631 7 328 33 34 35 36 9 37 10 11 12 36 13 61 -- 24 39 23 226x8 = 5.18 = NAILED 3.4 II Bs14 = 17 47 16 48 15 a9 14 3x5 = Sx6 = 6x8 = 3x4 II NAILED NAILED NAILED NAILED NAILED 3x4 II 6,10 = 3x4 11 6x8 = Special NAILED NAILED NAILEDNAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.36 18-19 >995 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(CT) -0.7418-19 >487 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.20 14 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.3718-19 >964 240 Weight: 235 lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc puffins, BOT CHORD 2x4 SP M 30 'Except' except and verticals. 5-22,9-17: 2x4 SP No.3, 18-21: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1Row at midpt 8-20,12-14 4-23: 2x6 SP No.2, 5-20,8-18,16-18,10-18: 2x4 SP M 30 REACTIONS. (Ib/size) 14=2194/Mechanical, 23=4568/0-8-0 Max Horz 23=185(LC21) Max Uplift 14=-692(LC 5), 23=-2059(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2.3= 583f865, 3-4= 472t736, 4-5=-1594/1610, 5-6=-3332/965, 6-8=-3332/965, 8-9= 5966/1884, 9-10= 5859/1854, 10-12=-329411034, 13-14= 273/157 BOT CHORD 2-24= 701/636, 23-24= 2488/1684, 5-21_ 238711008, 20-21— 1529/1577, 19-20=-1717/5497, 18-19= 1717/5497,9-18=-479/271,15-16=-640/2029, 14-15=-640/2029 WEBS 3-24=-653/550,4-24=-1397/2383,4-23=-2778f1036,21-23=-2921/1761,4-21=46311651, 5.20= 1967/4998, 6-20= 513/264, 8-20=-2658/1068, 8-19=-23/456, 8-18=-3561511, 16-18= 1022/3253, 10-18= 947/2963, 10-16= 1916/718, 12-16= 529/1695, 12-15=0/336, 12-14= 2689/848 1; NOTES - I) Wind: ASCE 7-10; Vult_160mph (3-second gust) Vasd=124mph; TCOL-4.2psf; BCDL=3.Opsl; h=151% B=4511; L=4111; eave=5ft; Cat. 11; Exp S; Encl., GCpi-0.18; MW FRS (directional); carililever 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 10.0 pal bottom chord live 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 14 and 2059 lb uplift at joint 23. 7) "NAILED" indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)178 lb down and 227lb up at 7-0-0 on lop chord, and 589lb down and 331 Ib up at 7-0-0 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. WalterP. Finn PE No.22639 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTek USA, Ina FL Dart 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: September 27,2018 A WARNING-Ved/ydaslgnp..WIN sand READNOTES ON MIS ANDINCLUDEDMn KREFERANCEPAGEMS-74"S .. 10,1=015BEFOREUSE Design valid for use any with I7MekD canneolols. INs design is based any upon parameters shown and is for on hdMdual Wading component not a truss system. Before use. the bdidlr designer must verify the applicability of design parameters and properly Incomorale this design Into the overall Wllding design: &who Indicated is to prevent buckling of Individual cuss web and/or chord members any. Add111onal temporary and permanent beating IsB OW MOW Is ciways reaua9d for stabalty and to prevent collapse with pov,"e persorwl Injury an! properly damage. For general guidance regatlhg the storage, delivery, erection and broths, of hoses and truss systems. socAN51/IPN eoa@y Crlerto,, DS"P and BCSI Bc Ing Component 6904 Parke Easl Blvd. SatelyWormalbrovdloble from loss Nate Instltute. 218 N. Lee Sneet. sure 31Z Alexcndaa VA 22314. Tempe, FL 33610 Job Truss Truss Type Ory Ply SANDLIN / Q55675 T75200012 75443 GRA Half Hip Girder i 1 Job Reference (optional) 0 o—o Chambers Truss, Inc., Fort Pierce, FL o..an smay i.- 1 —a. en,,,,,e.11— ,,,—'- ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-BdDeYD8aw8d?dF5PLwW3]Yz wg9CkbnYYLMDG_yZOc9 LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ,Vert: 1-3=-54,3-13=-54, 22-25=-20, 18-21=-20, 14-17=-20 Concentrated Loads (lb) Vert: 3-160(F) 7-90(F) 13=-135(F) 14=-66(F) 22=-57(F) 5=-110(F) 9-110(F) 24= 589(F) 4=-110(F)18= 57(F) 10=-110(F) 16=-57(F) 15=-57(F) 12=-110(F) 11=-110(F) 28=110(F) 29=-90(F) 30=-90(F) 31=.90(F) 32-90(F) 33=.90(F) 35=-90(F) 37=.110(F) 38— 110(F) 39=-57(F) 40— 65(F) 41=-85(F) 42— 85(F) 43=-85(F) - 44=-85(F)45=-85(F)46=-85(F)47=-57(F)48=-57(F)49_ 57(F) ® WARNING- Vedty devlgn parameters and BEAD NOTES ON MIS AND WCLUDED MNEK NEF£NANCE PAGE MIF7473 mv. t MUTTS BEFORE USE. Design valid for use only with MnekHconrrectors. This design Is based only upon parameters shown, and Is for an htllNdual Wrong component nut a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall WIIOlisg design, Bracing III is to prevent Wckling of individual tmsweb and/or chord members only. Mdlilonallempmr mdpermanentbmlrg MiTek' Is always required for stablitly, and to prevent collapse with possible personal Injury and property carnage. For general guidance regartling the fabileation, storage, delivery, erecllon and bracing of trusses and tars systems, sSaANSWN Quality CdfoM, DSB49 and a= BUBding Component 6904 Perka East Blvd. Satoty Nlonnalbm navallabie frofrus Rate Institute, 218 N. Lee Sheet. Suite 312, Al xcbdda VA 22314. Te e, FL 33610 Job Truss Truss Type Cry Ply SANDLIN 1055675 T75200013 75443 GRB Roof Special Girder 1 2 Job Reference o lional GhamberS I russ, Inc., ton Holes, FL NAILED NAILED 6.00 12 5x6 = Sx6 = NAILED NAILED NAILED 1 • 25 2 5x6 = axe = 3 26 27 4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 II 36 =axe = NAILED 3x4 II NAILED SMO = 28 29 305 31 6 7 32 33 8 34 35 36 37 9 38 Scale=1:71.7 NAILED NAILED 3A6 = NAILED 3x4 II NAILED axe = 10 1139 40 Art- m m d 9"a 24 42 23 22 43 44 45 2746 47 20 487o 49 50 18 51 52 17 6316 54 15 55 56 1457 58 5913 3.6 II 6x8 = 44 = 3x4 It SAS WB= NAILED NAILED 3x4 II NAILED 3x10 = NAILED 3x4 11 Sx10 = NAILED 3X6 II NAILED NAILED JUS24 JUS24 NAILED JUS24 NAILED 3x8 = NAILED NAILED 5x6 WB= NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.44 18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.83 18-19 >603 240 BCLL 0.0 ' Rep Stress [net NO WB 0.77 HOTZ(CT) 0.18 13 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(L-) 0.43 18 >999 240 Weight: 507 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc puffins, BOT CHORD 2x4 SP M 30 except end vertfcals. WEBS 2x4 SP No.3'Except* BOTCHORD Rigid ceiling directly applied or 8-10-3 oc bracing. 12-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 24=3710/1VIechanical, 13=3384/Mechanical Max Horz 24— 36(LC 8) Max Uplift 24-1279(LC 8), 13=-1088(LC 8) FORCES. (Ib) - Max. CompJMm. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 1-24=-3517/1237, 1-2-2231/764, 2-3=-2486/829, SA=-4769/1578, 4-5-9575/3164, 5-7-9575/3164, 7-8=-939313048, 8-9-939313048, 9-11=A500/1448, 11-12--A50011448, 12-13=3249/1115 BOT CHORD 22-23— 1542/4654, 21-22= 2640/7885, 19-21=.2640/7885, 18-19=-3295/f0083, 17-18=-3295/10083,15-17— 243017524, 14-15=-2430/7524 WEBS 1-23=-1388/4058, 2-23-244/918, 3-23=-4747/1591, 3-22= 894/2783, 4-22= 3812/1299, 4-21=-156/637, 4-19-635/2049, 5-19=-5631326, 7-19-615/172, 7-18-0/418, 7-17=-836/310, 8-17=-560/323, 9-17=749/2266,9-154/405, 9-14= 3665/1190, 11-14=-626/364,12-14-172215348 NOTES 1) 2-ply truss to be connected togetherwith 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (Fj or (B), unless otherwise indicated. 3) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.Ops& 11=1511; B.45ft1 L=42ft; eave=51t; Cat. II; Exp B; 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 pending. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrem with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for Imss to truss connections. WalterP. Finn PE No.22839 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1279 lb uplift at joint 24 and 1088 lb NTek USA, Inc. FL Ced GB34 uplift at joint 13. 6904 Parke East ENd.Tampa FL 33610 9) Use USP JUS24 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 4-0-0 oc max starting at 5-0-12 from the Date: left end to 11-0-12 to connect buss(es) to front face of bottom chord. SRntP.rnhBr P7 P01 R 10) RII all nail holes where hanger is in contact with lumber ®WARNING-Vedlydealgnpammetemand READ NOTES ON MIS ANDWCLUDEOMREKREFERANCEPAGEMX74"mv. IO/UG40ISOEFORE USE ' Design vdid for use arty with IAissM connecter. Rtls design k based oNy upon parameters shown, and Is for an hdlNdual buadael component. rot a truss system. Before use, the b0ldne, designer must vedfy line appllcablllly of design parameters and property Incorporate this design Into the overall bulldrxldesign. NacinglndkatedlstoWeventWcklingotlndlvldualtmmwebond/orehordmembersoNy. Addllimattemp mr mdpermanentbming LL q MtTek* Is always required for stability and to prevent collapse with possaxe personal Infury and property damage. For general guidance regarding the faWcatbn.storage, delivery. erecaon and bracing of tmses and truss systems weANSI/Ip11 OualEy Club, DS94F and BCM Bufd/ng Component 6904 Perk. East Blvd. Tarry., FL 3361 D SafetyWotmalblWdlable from Russ Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Type 0ty PIY SANDLIN / 055675 T75200013 TTruss 75443 B Roof Special Girder 1 2 Job Reference Lop [ional Chambers Truss, Inc., Fon Ylerce, FL o.I oervia, ii ao,o nu,--........... ,,,...+=y-. --.- •....-. I D:RK6vCXPFhoOVRVw)tbjdZLyjeAa.U2BHOdD2HI W 7zK71Fu8iY016d2Ktnda9wZ404yZ0c2 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ .Vert: 1-2=-54, 2-3=-54, 3-12— 54, 13-24=-20 Concentrated Loads pb) Vert: 2= 36(F) 6= 110(F) 23=-207(F)18=-57(F) 7= 110(F) I5= 57(F) 9=-110(F) 10= 110(F) 25=.39(F) 27=-47(F) 29= 11 B(F) 30= 110(F) 31= 1I O(F) 32=-110(F) 33= 11 O(F) 35=-110(F) 36=-110(F) 38=-110(F) 39=-110(F) 40=-110(F) 41=-119(F) 42=208(F) 43=-248(F) 44=248(F) 45=-211(F) 46=-253(F) 47=-64(F) 48=.57(F) 49=-57(F) 50=-57(F) 51=-57(F) 52=-57(F) 53— 57(F)54=-57(F) 55=-57(F) 56=-57(F) 57=-57(F) 58= 57(F) 59=-60(F) ®WARNING -VMlydas/Snparametersand HEAD N0TES ON THIS AND INCLUDED MREKREFERANCE PAGEMU-71Mnn, 14 2015BEFOREUSE Design void! for use anlywlth Mneb9cohnectors. Inlsciesign lsbasealonlyuloon n mretots shown. and is form Individual WI&N comporront not a buss system. Before use, the bulking designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall bulldnitc.1m!&acingindicated Istoprevent buckling oflndlvldualtrussweband/or chard membersonly. Addillonaltemporarymdpel mmibracing MOW IYI(TOW Is always required for stability and to prevent collapse wnh possible Womal Wury and Vopetty damage. For general guidance regardirg the fabdcatbn, storage, delivery, efectlon and bracing of pusses and pus systems, seeANSLMII Cua/Ey CrOoft OS84F and BCSI BUSCery Component 6904 Pork. Eost Blvd. Safety lnfcanatbrnvallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandra, VA 22314, Tanga. FL 33610 Job Truss Truss Type • Oty Ply SANDLIN / 055675 T75200014 75443 GRC HIP GIRDER 1 1 Job Reference (optional) Chambers T russ, Inc., Yon Fierce, FL NAILED NAILED AM = NAILED 4x4 - 4 19 5 2.3 II NAILEDNAILEDNAILED 24 II Scale=1:26.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TO 0.10 BC 0.05 We 0.09 Matrix -MS DEFL. in Vett(LL) -0.01 Vert(CT) -0.01 Horz(CT) 0.00 (loc) Udefl Ud 10 >999 240 9-10 >999 180 9 n/a n1a PLATES GRIP MT20 244/190 Weight: 64 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 12=41M-8-0,9=37810-3-0 Max Horz 12= 76(LC 6) Max Uplift 12--;336(LC 8), 9= 217(LC 9) Max Grav 12--506(LC 39). 9=466(LC 38) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BOTCHORD 10-11=1741256 WEBS 3-12=-423/302, 3-11_ 190/304, 6-10=-172/263, 6-9= 377/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psh BCDL=3.0psf; h=1511; B=45f ; L=24fl; eave=lft; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) ' This bass has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-01all by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 336 He uplift at joint 12 and 217 He uplift at joint 9. 7)'NAILED' indicates 3-1Od (0.14Wx3') or 2-12d (0. 1 48'x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Verb1-2=-14, 2-4= 54, 4-5=-54, 5-7=-54, 7-8=-14, 13-16=-20 Concentrated Loads (Ib) Vert: 4=14(F) 5=14(F) 11=85(F)10=85(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNING -Verily desf re pa 0sh: and BEAD NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO.7473 rev. I1N.1,1015 BEFORE USE. Deslpn valid for Use only Wth MlIoM onnectors. Us design 6 based only upon parameters shown,and Is for an Individual Larding component, not �' a truss system. Before use, the Wlding designer must mr ty the applicability of dedgn parameters and propery incoporate this design Into the overall WIldIngdeslglL&achg Indicated is to Welting of Individual tmsswele and/or chord members only. Additional temporary and permanent br=IW MiTek' prevent Is always required for stability and to prevent collapse Ain possible personal hinny, and property damage. For Defend guidance regarding the rebrlcalbn storage, delivery, erectlon and bracing of trusses and muss systems. seeAAMMII Quality CIMtb, DS0d9 and SCSI Bu9dIs8 Componenl 6904 Page East BN4. Solety 0donnaf movdlade from Inns Nate Insfllute. 218 N. Lee Street. Wit. 312, Alexarulri VA 22314. Tampa, FL 33610 Job Truss Truss Type > Oty Ply SANDLIN / 055675 T15200015 76443 GRO Roof Special Girder 2 1 Job Reference (optional) 'S0'532018P a Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 2112. ag ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-OMF2RIEEpvmjCeH8NJBAdRrU6Sc jLlbtcE285zyZOcO -21-0 2.100 360 2.0.0 2-10.0 ON 2-2-0 3x5 II Scale = 1:20.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.25 BC 0.36 WB 0.04 Matrix -MP DEFL. in Vert(LL) -0.05 Vert(CT) -0.05 Horz(CT) 0.18 Wind(L-) -0.10 (too) Vdefl Ud 8 >999 3160 8 >999 240 5 Plat Na 7 >648 240 PLATES GRIP M720 244/190 Weight: 31 He FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. fib/size) 5=55/Mechanical,2=423/0-8-0, 6=67/Mechanical Max Horz 2=145(LC 8) Max Uplift 5=-37(LC 8). 2=198(LC 8), 6=-10(LC 5) Max Grav 5=56(LC 13). 2=423(LC 1), 6=132(LC 21) FORCES. fib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf1 BCDL=3.Opsf; h=15ft; B=45ft1 L=24ft; eave=4It; Cat. II; ESP B; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOl^7.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with anyother live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 he uplift at joint 5, 198 lb uplift at joint 2 and 101b uplift at joint 6. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) *NAILED' indicates 3-1Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160lb down and 1051b up at 2-10-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the Imes are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 6-8=-20 Concentrated Loads (lb) Vert: 3=-1 O(B)7=3(B) 12= 18(B) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33810 Date: September 27,2018 A WARNING -Verity desgn pasmeters and READ NOTES ON Mee AND INCLUDED MDEKREFERANCE PAGE MIF74M rev. I0N0/2015 BEFORE USE. Design vaid foruse oNy with Mnexsc,nrcclors.This dedonIS based only upon parameters shown and is for an tdlVdual W'adhg campohent. hot w` a Muss system. Wrote use. Itus building designer must vedfy the appllcablllty of design Parameters and properly Incorporate this design Into the overall pulldingdeslgn: Nmhg Indicated Is to backing oflndiddual urns mela aid/or chord members only.Additionaltemporaryandpermarrentbrocmg MiTek' Prevent Is always requlrod for stadllty and to prevent coliapse with Posble personal h1tay and property damage. For general guidance regarding the foodcalbix storage, delivery, erecaon and bracing of flosses and taw systems, seeAN5U1P11 OuaOy CrCBda, DSB49 and 8CS1Ifulki Componml 6904 Parke East BNd. Terrye, FL 33610 Sa/afy lNonnalbmvallabie from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Job Truss Truss Type Oty Ply SANDLIN / 055675 T15200016 75443 ORE Hip Girder 1 1 Job Reference loptionaft Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek IndusNes, Inc. Thu Sep 27 12:50:55 2018 Page 1 I D:RK6vCXPFhoOVRVwjtbjdZLyjeAa-NkNor_GULXORRxRXUkDeisvdUGTopiSA4YX19ryZOc_ -2-0.0 3-9-4 7.0-0 11.6-0 16-0-0 19-2-12 23.0.0 25-0.0 2_6 0 3.9.4 3-2.12 4-FO 4-60 3-2-12 3-9 4 2-0.0 m 4 0 Special NAILED 4x8 = NAILED NAILED NAILED 2.3 II NAILED Axe = - Special NAILED NAILED NAILED Scale = I A5.1 LOADING (psf) TCLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.52 BC 0.52 WB 0.33 Matrix -MS DER. in Vert(CL) -0.11 Vert(CT) -0.20 HoTz(CT) 0.07 Wind(LL) 0.10 (loc) Udefl Ud 9 >999 360 9-11 >999 240 6 n/a n/a 9 >999 240 PLATES GRIP MT20 244/190 Weight: 1081b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2x4 SP NOS REACTIONS. (III/size) 2=166710-8-0, 6=154710-8-0 Max Horz 2=-114(LC 23) Meet Uplift 2=-592(LC 8). 6=-547(LC 8) FORCES. (Ib) - Max ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2961/919, 3.4=-296SM87, 4-5=-2963/987, 5-6= 2696/622 BOT CHORD 2-11=-686/2575, 9-11=-687/2595, 8-9=-590/2348, 6-8=-592/2338 WEBS 3-11=21/612, 3-9=-181/549, 4-9=-5901341, 5-9=-349/879, 5.8=0/383 , NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=)60mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsh, h=1 Sir: B=45ft; L=24ft; eave=411; Gat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 2 and 6471b uplift at joint 6. 7)'NAILED' indicates 3-1 Od (0.148'x3') or3-12d (0.148'x3.25') toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Insults) 209 to down and 224 he up at 7-0-0 on lop chord, and 3431b down and 91 He up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-54, 3-5=-54, 5-7= 54, 12-15= 20 Concentrated Loads (Ib) Vert: 3= 162(F) 5=110(F) 10=-57(F) 11=-297(F) 8=-57(F) 18=-11 O(F) 20� 110(F) 21=-11 O(F) 23=-110(F) 24= 57(F) Walter P. Finn PE No.22839 25_ 57(F) 26=-57(F) ISTek USA, Inc. FL Cad 6634 6904Parke East Blvd. Tampa FL 33810 Date: September 27,2018 ® WARNING -Vadydasignparameters and READNOTES ONMIS MDINCLUDED MREKREFERANCEPAGE MO-74T4rev. ION3/L015BEFORE USE. �■� Design valid for use only vAM MlleM) connectors. This design is based only upon poramatee, drown, and is for an'Mlvldual buadirg component, rut a Mass system. Before use, the buliding dedgaer must verify the applicability of tledgn paramelars and properly Incorporate IhR dosUn Into the overall ■,��q building design, freeing Indicatetl is to prevent buckling of Indivdual truss web and/or chard members orgy. Additional temporary and permanent trading WOW Is always required for statarly and to prevent collapse with possible personal lnlury and pros aM damage. for general guidance regarding the lubrication, storage, delivery, ereellon and bracing of Inures and Muss system see ulna lr Qua/Sy QOedo. DSB4l9 and JIM BuBdalD Component 6904 Parke East Blvd. Scrota, lefa malblovoilable from Tess Plate Institute. 218 N. Lee sheet, Suite 312, Alexoruldo, VA 22314. Tanga, FL 33610 Job Truss Truss Type . Cry Ply SANDLIN / G55675 T75200017 75443 GRH Hip Girder 1 1 Job Reference (options - Chambers Truss, ]no.. lion Fierce, FL NAILED 4x10 -- Special NAILED NAILED 2.3 II NAILED 3 20 21 4 22 23 I D:RK6vCXPFhoOV RVwjtbjdZLyjeAa-m W3KH66g81: 12 22-100 2fi-0- I I I 3.2-12 NAILED NAILED Special 3xB = NAILED 4xS - 24 5 25 26 6 2x311 NAILtU NAaeU oxn manna= 2x311 IxA"c" 44= axe= 3x8 - 4x10 = NAILED Special NAILED NAILED Special NAILED Scale =1:55.5 3.9.4 70 23-15 7-26- 210-50 e2 ra-e-u f .I 32-0 I 2 I 5. 5-3.7 3- 12 43-94 Plate Offsets (X Y)-- 12,0-8-0 0-0-141 13:0-7-0 0-2-01 1TO-8-0 0-0-141 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.27 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Ven(CT) -0.53 10-12 >660 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matfix-MS Wind(LL) 0.2610-12 >999 240 Weight: 144 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb(size) 2=225610-8-0, 7=2256/0-8-0 Max Horz 2=119(LC 7) Max Uplift 2=-782(LC 8). 7=-782(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puffins. BOTCHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 1 Row at midpt 5-9 FORCES. (lb) -Max CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-425S/1337, 3-4=-5029/1651, 4-5=-5029/1651, 5.6=-3788/1250, 6-7=-4258/1337 BOT CHORD 2-13=-1054/3733, 12-13-1054/3753, 10-12=-1468/5029, 9-10-1468/5029, 7-9=-1053/3733 WEBS 3.13=-16/617, 3-12- 495/1604, 4-12=-616/347, 5-10=0/420, 5-9-1573(489, 6-9-289/1347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=3.Opsh h=158; B=45ft; L=301t; eave=4lt; Cat. II; Exp B; End., GCpi-0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss, has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 782lb uplift at joint 7. 8)'NAILED" indicates 3-10d (0.148'x3') or3-12d (0.148'x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 225lb up at 7-0-0, and 209111 down and 225111 up at 22-10-0 on top chord, and 343 lb down and 91 lb up at 7-0-0, and 343I1a down and 91111 up at 22-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veil:,1-3=-54, 3-6= 54, 6-8-54. 14-17=-20 Walter P. Finn PE No.22839 1J7ek USA, [no. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNWO.Verlfydealgnpnramalcmand READ NOTES ON THIS AND INCLUDED MOEKREFERANCEPAGEM11-7473me 1693R015BEFOREUSE Daum vo d for use onlyWith MITeMcannectom This design b based only upon parameters stwxm, and Is form IndMdual twetling component, hot a truss system. Before use, the bulloing designer must verify the appilcablllty, of aieslgn pommolers and property Incorporate this design Into the overall bullding design. &aclog irrdlcaled is to buckling of Individual truss web and/of chord members only. Addlllonal temporary and permanent bracing MOW prevent Is always required for siclonly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatbrt storage, delNery, erection and bractno of trusses and truss systems. weANS/71p11 Quality CrBnkr, DSB49 arM BCSI BUSdbg Component 6904 Parke East Blvd. Safety lnfamlalbvavallable from Truss plate Insatute, 218 N. Lee SlreeL Suite 312, Alexandria. VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply SANDLIN / 055675 T75200017 75443 GRH Hip Girder 1 1 Job Reference (optional) P 2 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 Mi Iek industries, Inc. Thu Sep 2712:50:562018 age ID:RK6vCXPFhOOVRVwjlbjdZLyjeAa-no A3KH66g8135Oj2RktF3TlegkVY50JICHrglyZObz LOAD CASE(S) Standard Concentrated Loads (to) Vert: 3= 162(B) 6=-162(8) 13= 297(B) 9=-297(6) 20=-110(B) 21— 110(B) 22=-11 O(B) 23— 110(B) 24=-110(B) 25=-11 O(B) 26-110(8) 27= 57(B) 28= 57(B) .29=-57(B) 30=-57(B) 31= 57(B) 32=-57(B) 33_ 57(B) Q WARNING-Vedrydesignparamefersand READ NOTES ON THIS AND INCLUDED NTIEKREFERANCE PAGE 11fi0.74"w.. tOAIa/Lm5BEFORE USE valid for use only Wits Milelt9 connectors. This design is bused only upon parameters shown, and is for an Ndlvldual Wilding compnnent.not M` sotTfoslgn a truss system. Before use. the Wlinlng designer must verity the cWllcablllty of design parameters and properly Incorporate this design Into the overall bulldingdedgn.Bmi Indicated is to Waking ofindNldual irussweb and/or chord members only. Addltlorwltemporaryandpermonentbracing MiTek• prevent Is always required for stability and to prevent collapse with possible personal Injury and propely damage. For general guidance regarding the fabricatlom storage, delivery, ereclion and bracing of trusses and hus systems, seeANsumn poatiry CrgeRo, DS049 and SCSI BuRfi ng Componont SablyAlbnnalbrizvollabl8.from Truss Plato Institute, 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Terrpa, FL 33610 To n, FL SM10 Job Truss Oty Ply SANDLIN / 055675 T75200018 75443 H �TrussType Common 2 1 Job Reference (optional) Onamners I miss, Inc., ran Fierce, rL Scale=1:52.1 4x5 = 6.00 F12 4 [v 3x5 i 3x4 = Us = 3x4 = 3x5 11 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Heft Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.37 Ved(LL) -0.32 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.43 9-11 >836 240 BCLL 0.0 ' Rep Stress IncT YES WB 0.49 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.1411-14 >999 240 Weight: 136 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOTCHORD 2(4SPM30 BOTCHORO Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=110Qt"-0.7=1219/0-S-0 Max Horz 1= 215(LC 10) Max Uplift 1=-M(LC 12). 7=-428(LC 12) FORCES. fib) - Max. CompJMax. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-2=-1935/944, 2-4-1736/933, 4.6=-1720/896, 6-7— 1935/908 BOTCHORD 1-11=-686/1810,9-11-317/1149. 7-9=-676/1669 WEBS 4-9=-300/771, 6-9=-425/367, 4-11=-321/791, 2-11=-036/373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psQ BCDL=3.Opsf; h=15ft; B=451t; L=30f1; eave=4ft; Cat. II; Exp B; Encl.. GCpi-0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-11-0, Extedor(2) 14-11-0 to 17-11-0zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322lb uplift at joint 1 and 428 lb uplift at joint 7. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 O WARNING. Vedydastgnpammetemand READNOTES ON THIS ANDWCLUDEDM/IEKflEFEMNOE PAGE Mb74Arev. IGD0,2015EEFOFE USE Design valid for use only kith MllelCA rnnrseclors. This design la based only upon parameters shown, and is form mdMdual building comporsent. hot �■6■�• a Muss system. Before use, the building designer must verify the appscablllty of design parameters and properly hoorpemte this design Into the overall bulldingdeslgn:&aabg Indicated is to buckllrg of individual trunweb and/or chord members only. Addllloraltemporaryandpermanentbraclrg MiTek• prevent Is always required for stabllnY and to prevent collapse with Possible pessoral lnlary and property damage. For general guidance regardlrg the fobricatlon, storage, delivery, erection and bracing of trusses and INss systems, seeANSU1Pl/ Copy Cr9ab, D049 mar SCSI Wilding Component 6904 Parke East Blvd. Salety DslermalbmsvdloNe from Tans Nate InsnMe. 218 N. Lee shoot, Sulie 312. Nexandra, VA 22514. Tanga, FL 33610 Type Oty Ply SANDLIN / 055675T15200019 ;JoE��Truss JTruss Hip 1 1 Job Reference o tional cnamoers truss, Inc., ton tierce, rL 6.00 12 4x5 = 4x5 = 'S 6 Scale=1:56.4 3x4 = 2x3 11 L%b 3x4 = 2x3 11 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress her YES Code FBC2017lrP12014 CSI. TC 0.29 BC 0.39 WB 0.63 Matrix -MS DEFL. in (loc) Vdell Ud Ved(LL) -0.20 11-12 >999 360 Ven(CT)-0.2911-12 >999 240 Horz(CT) 0.06 9 nda n/a Wind(LL) -0.13 14-15 >999 240 PLATES GRIP MT20 2441190 Weight: 14916 FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-11-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1215/0.8-0, 9=1215/0-8-0 Max Horz 2_ 197(LC 10) Max Uplift 2=-424(LC 12), 9=-424(LC 12) FORCES. (Ib) - Max Comp_/Max. Ten. -All forces 250 pb) or less except when shown. TOP CHORD 2-3= 2008/1005, 3-5=-1459/827, 5-6=-1236/799, 6-8=-1459/827, 8-9=-2008/1005 BOT CHORD 2-15=-739/1816,14-15=-739/1816, 12-14=-420(1266, 11-12=-774/1737, 9-11= 774/1737 WEBS 3-15=0/282,3-14=-636/405,5-14— 154/399,6-12=-154/399, 8-12=-6361405, 8-11=0/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=3.OpsC h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Ex(mor(2)-2-0-13 to 0-11-3. Interior(1) 0-11-3 to 13-0-0, Extedor(2) 13-0-0 to 16-10-0, Interior(l) 21-0-15 to 31-10-13 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With anyother live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 2 and 424 lb uplift at joint 9. Walter P. Finn PE No.22839 IATek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 23810 Date: September 27,2018 Vpolydeelgnpammetemand READNOTES ON TN/SANDINCLUOEOMREKNEFEBANCEPAGEMIP74".. 10/05/2015 BEFORE USE. ,&WARNING- Design valid for use only Wlh Wsdeslgn is basetl only upon tcmamaters shovm. antl is form 9WMWal Wilding comlxonen6 trot �r a buss system. Before use. the balding designer must vef fy the oppllcabalN of design paramaters and properly Incorporate this desIgn Into the overall blldNg destgn, Bracing Indicated is to Wckling of Individual buss web and/or mord members only. Additional lemporary and permanent brocho Mew prevent Is always requtr9dfor stmelly and to pevent collapse with passable perwnalInjury and properly damage. For general guadace regarding the storage. delivery,erect.h antl bracing of busses and buss systems seeAfea pal County Cdonfo, DSB4V and SCSI BVSdNg Component 6904 Perko Eesf Blvd.abkaflort Safely Bsformatalxsvallabae from Truss Plate Instltule, 218 N. lee Street, Stine 312, Nexanorla, VA 22314. Tarn.. i. 33610 Job Truss Truss Type Oty, Ply / 055675 T75200020 75443 H2 Hip 1 1 �SANDUN Job Reference jo2tionaft unarnmrs cuss, mc., Scale =1:55.5 4x8 = 4x6 = 4 22 23 24 25 5 3x4 = 24 11 3x4'= 'FO — 3xS = 2X3 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(L-) -0.09 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Ved(CT) -0.21 10-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.32 Horz(CT) 0.06 7 n1a Na BCDL 10.0 Code FBC2017/rP12014 Malmx-MS Wind(L-) 0.07 10 >999 240 Weight: 154 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-2 Be puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at micipt 4-10 REACTIONS. (Ib/size) 2=1215IM-0, 7=1215/0-8-0 Max Horz2=-171(LC 10) Max Uplift 2=-424(LC 12), 7= 424(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -AU forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2034/1041, 3-4=4619/898, 4-5=-1401/380, 5-6=-1619/898, 6-7=2034/1041 BOT CHORD 2-13=-779/1797, 12-13=-779/1797, 10-12=-512/1417, 9-10— 81511766. 7-9-815/1766 WEBS 3-12=-445/307, 4-12=-106/426, 5-10= 9W426, 6-10=-450/307 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf;, h=15ft; B=45f ; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Extenor(2) 11-0-0 to 23-045, Interior(1) 23-0-15 to 31-10-13 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) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 2 and 424 Ile uplift at joint 7. Walter P. Finn PE No.22838 61iTek USA, Inc. FL Ced 6634 6804 Parka East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNING-Vedrydozignpammeters end READNOTES ON TNISANDINCLUDED MITEKREFERANCEPAGEAUP743 rev. 101031eeISEEFOREUSE *.*� Design vaild for use onlywlth MnelaDconheciors. lNsdeugn is based only upon parameters show cmc!is for mbx[MWal building compooeht, M1 a buss system. Before use, the bulldIng cleslgner must verify the applicability, of design parameters and properly Incorporate ihls design Into the overall bulldingdestgn. Bracing Indicated Is to prevent buckltngofindividual tmssweband/or chord members only. AddilimaltemporaryandpermanentlaTmIng MiTek' Is always reauked for sloblllly and to prevent coilanse with possible personal Inkay and property damage. For general guidance regarding the fobricotlom storage, delivery, erection and bracing of huues and lmss systems s ANSUIPII Quality Cd2wb, DS869 and SGM BaNdbry Component 6904 Parke East Blvd. Safety Anfoonalbtnvdlable from Truss Nate institute, 218 N. Lee 31reet. suite 312. Nexandrlo. VA 22314. Tanga. FL 33610 Job Truss Truss Type Oty Ply SANDLIN / 055675 T15200021 75443 H3 Hip 1 1 Job Reference (op to mail cnamoem t russ, Mc., rmr..e,ce," 4x4 = 4 3x8 = 22 23 5 24 25 44 = 6 Scale =1:55.5 la 3x8 = arte — 3x8 = 3x5 = 3rt5 — 2x3 I LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.14 13-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.29 13-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.45 Harz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matill Wind(LL) 0.08 11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=12151"-0, 8=1215/0.8-0 Max Horz 2=145(LC 11) Max Uplift 2=-424(LC 12), 8=A24(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1971/1060, 3-4= 1758/989, 4-5=-154Ca(922, 5-6= 154W922, 6-7=-17581989, 7-8= 1971/1060 BOT CHORD 2-13=-786/1709, 11-13=-784/1827, 10-11_ 784/1827, 8-10=-820/1709 WEBS 3-13=-285/283, 4-13=-282/589, 5-13=-445/260, 5-10= 445/260, 6-10= 282/589, 7-10=-286/282 PLATES GRIP MT20 244/190 Weight: 151 lb FT=20% Structural wood sheathing directly applied or 4-11-0 oc puffins. Rigid ceiling directly applied or 8-0-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=151h B=45ft; L=30ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 25.0-15, Interior(1) 25-0-15 to 31-10-13 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with anyother live loads. 5) • This truss has been designed for a live load of MOPS[ on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 424 lb uplift at joint 2 and 4241b uplift at joint 8. Walter P. Finn PE No.22839 MTek USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 33810 Date: September 27,2018 A WARNING - Vedry deefgn pammetery and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIP74" .. I oknV gels BEFORE USE. Design valid for Use only Wih MilrocDconnectors. tAs design h based only Upon parameters shown, and Is farm adivlduat Wilding component, net a husssystem. Before uss, the building designer must verity ttwappllcoblllN of design porametersarW properly Incorporate this design Into the overall bulldlgdesigq gracing Indicated Is to buckling of individual tressweb and/or chord members only. Addlflonallemporarymstlpermanentbroclrg pp MtTek' prevent Is always required for stabililyand to prevent collapse with pomaea personal injury and property damage. ForMneralguldonceregardinglhe fabticallon, storage, delivery. erection aral bracing of pusses and truss systems seeANSIRpN QueNy Cef da, OS049 and SCSI Buldeng Component 6904 P.rke E.sl Biel. SembfybdoRDafbtnvolloUe hem Truss Role Instilute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamp., FL 33610 Job Truss Truss Type Oty Ply SANDLIN / 055675 T15200022 75443 J1 Jack -Open 14 1 Job Reference o tional Chambers TNss, Inc., Fort Pierce, FL o.isas ivim i i m,. re..enn,uuou ieo, n... e,. ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-Buk361 LFwNmb9sugr_K3x7AkwhuDV92SU_cMVyZObu .2.0-0 1-0.0 2.0-0 1- 5 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(GT) 0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 4 rife n/a BCOL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=31/Mechaniml, 2=26610-8-0. 4=-52fMechanical Max Horz 2=75(LC 12) Max Uplift 3=31(LC 1), 2=-235(LC 12), 4=-52(LC 1) Max Gray 3=45(LC 12). 2=266(LC 1), 4=71(LC 12) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. Scale =1:9.5 PLATES GRIP MT20 244/190 Weight: 7111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh, h=15f : 3=45tt; L=24ft; eave--Nt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of Imss to bearing plate capable of Withstanding 31 lb uplift at joint 3.235 to uplift at joint 2 and 52 It, uplift at joint 4. Walter P. Finn PE Ni MiTsk USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING- Vedlydeslgnpammafam and READNOTES ON THIS AND INCLUDED MrTEKREFERANCEPAGEMIL7473 mv. 111112 15 BEFORE USE Design valid for use only Win Mllekbehorectors. Thisdesom Is based orgy Upon parameters shown, and Is for an Individual budding component, rot a truss system. Before use, the build[W designer must vedfy the applicalcAlly of design parameters and properly Incorporate this design Into the overall buadingdedgn. Bracing Indicated is to buckllnB oflndivkfual tmssweb and/or chord members only. AddllionaltemporaryandleemranenlbrMing MOW prevent Is always required for stabillry and to prevent collapse wth posvarle personal inlury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, s ANWWI/ Qualify Call DS849 and BCSI Budding Componmt ,y') OW 6904 Parke East Blvd. Salary NMnnorbmvdlaUe mom Truss Fate Institute. 218 N. Lee Sheet, Suite 312 Nexandrla. VA 22314. Tanga, FL 33610 Job I ru Tmss Truss Type � Oty Ply SANDLIN / 055675 T15200023 75443 Jack -Open 2 1 Job Reference (optional) cnamuers uuas, uw., ran rrciw, , LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) 0.00 7 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Inter YES WE 0.00 Horz(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 Be No.3 REACTIONS. (Ib/size) 3--0/Mechanical, 4=184/0-4-0, 4=18410-4-0 Max Hom 3=484(LC 1), 4=525(LC 12), 4-484(LC 1) Max Uplift 4=-144(LC 12) Max Grav 4=184(LC 1), 4=184(LC 1) FORCES. (lb) -Max. ComplMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3_ 844/432 BOT CHORD 2-4=-484/1092 Scale =1:9.5 PLATES GRIP MT20 2441190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=160mph (3-second gust) Vasd=124mph; TCD1_=4.2psf; BCDL=3.Opsf; h=1511; B=4511; L=24ft; eave=4f1; Cat. IC Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) • This buss 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for Truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1441b uplift at joint 4. Walter P. Finn PE No.22839 LLTek USA, Inc. FL Cad e634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ,&WARNING-VerhydeslgnpammeremanCREADNOTES ON THIS AND INGLUDEDMREKREFERANLEPAGEMII.1373... 1da.LT0158EFOREUSE UaSgn valid for Use only WIM MIToMearrneclom. INS design Is based only Upon Paometea shown, and b for an edMdual bWtlllyT component, rat a truss system. Before Use, the Wltling designer must vedty the oppllcosollty of design parameters and property Incorporate lhb design Into the overall tw &acelgIndicated IsI.PreventbucklingollydMdualtmssweband/or chard members only. Additional lemporaryandmaranentbracing MiTek' cfingdesign b always required for stability and to prevent collapse wnh possible perwnd Injury and property damage. For general guidance regarding the fobticatlon, storage, delivery, erection and bracing of lames and Tmss systems, seeAN51/IP11 Quality clSurb, DSO-89 and SCSI Building Companent 6904 Parke East BNd. Safety tefamrattalnvalable from Those Plate Institute, 218 N. Lee street, Wife 31Z Alexandra VA 22314. Tempe, FL 33610 Job Truss Truss Type 0ty Ply SANDLIN / 055675 T15200024 75443 J3 Jack -Open 12 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, fL o.rau s Met l 120 Ia MIT e. mu..U1Ci, Ino. ,Y.o'., .v«oao, ID:RK6vCXPFhoOVRVwjtbjdZLyleAa-f51SJNLthgvSnOTtOidUKivg5yiyyPChekAuyyZObl -2.0-0 ( 3-0-0 ' 2-PO 3-0-0 Scale=1:14.6 LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(CL) -0.00 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Ved(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a SCDL 10.0 Code FBC2017lTP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 13lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=50/Mechanica1, 2=259/0-8-0, 4=19/Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-22(LC 9). 2= 159(LC 12) Max Grav 3=54(LC 17). 2=259(LC 1), 4=47(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.0psf; h=15ft B=45N; 1=24It; eave=4ft Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exted0r(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 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) This Imas has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 It, uplift at joint 3 and 159 It, uplift at joint 2. Walter P. Finn PE Na.22838 61i rek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -Vedfydeslgnpammnrers antl NEADNOTES ON TNISAND INCLUDED M/TEKNEF£HANCEPAGEMIF7473rev. lON34015SEFOREUSE Design void for use only with Miler connectwa. INS design Is based only upon parameters shown. and Is tot an Individual Medial) component not ��- a truss system. Before use, line Malang designer must verily the appllcabalN of design parameters and properly Incorporate this demon Into like overall bulIcIngdesignl&acingIndicatedIstopreventbucklingofirdividualfussweband/or chord members only. Addlllorwllemporaryandpermanentbraclrg MiTek' Is always required for slablllty and to prevent collapse wllh poISaNe personal injury end! properly carnage. For general gutdance regarding the Vd fabrication storage. delivery, erection and bracing of fusen tmssystems w0ANSUIP11 CuaRy CtMrfn, DSO-89 and BCS1 BuBtlhD Component 6904 Pelke East Blvd. Safety Nrodmprbmvdlade from truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria VA 22314. Tmrya, FL 33610 Job Truss Truss Type Oty Ply SANDLIN / 055675 T15200025 75443 J3A Jack -Open 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL a.r.uasmarncorormuenummum.. nm. uiu oaPu �c.o,.w�,,,o,oyo ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-BHsgXjMVS 11PA23yPMX1YF8oUEJhPfLvoTIIQOyZQbs e-10-6 3.10.6 3.1 ADEQUATE 3x41 SUPPORT REQUIRED. 3-10-6 Scale =1a7.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Veft(LL) -0.01 34 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Veft(CT) -0.02 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.02 3-4 >999 240 Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SO No.3 BOTCHORD REACTIONS. All bearings Mechanical. (lb) - Max Horz 4=66(LC 12) Max Uplift All uplift 100lb or less at joint(s) 4, 2, 3 Max Grav All reactions 250 Ib or less at joint(s) 4, 4, 2, 3 FORCES. Qb) - Max ComporMax. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2ps1; BCDL=3.Opsf; h=15fg 3=45ft; L=24ft; eave=4ft; Cat. II; Exp B; End., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Intedor(1) 3-1-12 to 3-9-10 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent With anyother 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 100 lb uplift at joint(s) 4, 2, 3. 6) Non Standard bearing condition. Review required. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING-Vedfydoafgnparematers and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE 111I-7473ren falf1seINS BEFORE USE. Design Mid for Use only With NJieloH connectors. We design E based only upon pammeten shown.and Is far an N.dlvduai WJtling component. nal w` a truss system. Before use, the Wlldlng designer must verify the applicability of design pafameless and properly Ncotposate rho design Into the overall building design. Racing Indicated is to prevent Wckllr%g of Individual truss web and/or chord members only. Addiloraal temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse Win pessiNe Personal Injury and properly damage. For general guldancefegoidang the fabricatbix storage, delivery, erection and bracing of trusses and truss systems. seeANSUlpl1 Dually C@eda, DS949 and BCS1 Building Component 6904 Parke East Blvd. Simey lnformar lornvailabie from Truss Plate Institute, 218 N. Lee Street SuOe 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply / 055675 T75200026 75443 MC JACK -OPEN 4 1 �SANDLIN Job Reference o tional Chambers Truss, Inc., Fon Pierce, FL a. .. s mar I I ear. mn en inummee, nw. umoayc. ,c.oi.ov cv... rose. ID:RK6vCXPFhoOVRVwjtbjdZLyjeAacTGCk3N7D199OKdFW 71mZloNFubtOrPU8SDGygyZObr 0-02 3 0-0 0 2 3-0-0 Scale: l'=P 21 222 9.8 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Veh(LL) 0.00 5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) -0.00 5 >713 240 Weight: 11 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=0/Mechanical, 6=22010.3-0 Max Horz 4=174(LC 1), 6_ 174(LC 1) Max Uplift 6=-133(LC 12) Max: Grav 6=220(LC 1) FORCES. (lb) Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4151229, 3A 2631155 BOT CHORD 2-6=174/422 WEBS 3-6=178/325 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vai 24mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft L=2411; eave=4f; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left 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 psf bottom chord live load nonconcurrent with anyother live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except I t=Ib) 6=139. Walter P. Finn PE No.21839 6hTek USA, Inc. FL Cart 6834 69M Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNING -Verify design parametersand READNOTES ON MIS AND INCLUDED MDEKREFERANCE PAGE MIP747S®, IG41V10158EF0nE USE *� Design Wild for useonlyWh MITekAcanneafors: lhiscesign ltbased omyupon parameters shown, antl is form hdMdud buiding component.net a truss swlem. Before use, the bulbirg designer must verify the appllcob0lry of design parameters and properly hcomarate Ihis design Into the overall bsudingdesigmBrachglndkatedIstopreventbuckling ofkxlMdualttussWeb and/or chord members only. Addlliomltemp oWmdpenmanentbradng MOW Is always required for stability and to prevent collapse with posdble personal hlury and properly damage. For general guidance regarding the fabricatlon, storage, delivery, erecllon orb bracing of Ruses and truss systems, seeANSVIPII Quality dice, DSBde and SCSI Building Component 6904 Parke Ease Blvd. SaNlylefoanafbnavdlable aom Truss Rate Insulate, 218 N. Lee sliest, sulte 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply SANDLIN / Q11675 T75200027 75443 J5 Jack -Open 9 1 Job Reference (options]) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek InmStr es, Inc. Thu Sep 27 12:51:04 2018 Page 1 ID:RK6vCXPFhoOVRVwjtbjdZLyjeAacTOCk3N7D199OKdFW 7tmZloFAuZVOsvU8SDGygyZObr W5-0-0 5.0.0 Scale =1:19.5 5 0-0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) VdeN Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.71 Vert(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0,48 Vert(CT) -0.05 4-7 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0,00 HDrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.04 4-7 >999 240 Weight: 19 lb Fr=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=107/Mechanical, 2=31810-".4=52/Mechanical Max Horz 2=147(LC 12) Max Uplift 3---62(LC 12). 2=-154(LC 12) Max Gray 3=111(LC 17), 2=318(LC 1), 4=86(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 m bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLs4.2psf; BCDL=3.Opsf; h=15f : B=4511; L=24It; eave=4ft1 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 100lb uplift at joint(s) 3 except 61=1b) 2=154. WalterP. Finn PE No.22838 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WANNNG- Vedryd4sfgapammeremand NERD NOTES ON MISAND INCLUDEDMgEKNEFENANCEPAGEA0,7473 ree 10ID ISBEFONEUSE. Desto volld for Uw only with MnekPD connectors, Mlsdeslgn is based only upon parameters drown, and Is for an nalvIdud Wading component, not a iruw system. Before use, the building designer must veely the oppllcablllty of design parameters and properly Incorporate ihh design Into the overall Wlldngdesign.&acingIndicated 8toprevent buckling oflndlAdudhusweband/or chord members only. Addtlonaltempomryandpermanentbracing MiTek' 6 always required for sloDelty, and to prevent collapse with possible personal Injury and property damage. For general guldance regardng me fatxlcatbn.storage, delNery. election and binding of tmvoe and ims systems sesANSUN116uamy Crdeda, DSBdP and Best Bu/ding Component 6904 Parke Easl Blvd. Sa/efymfonnaoffo vdioble Dom Mats Male Institute.218 N. Lee Street, Sulle 312. Nesandrla. VA22314. Tampa,FL 33610 Job Truss Truss Type Gty Ply SANDLIN / (Q55675 T75200028 75443 J5A Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL e.1Su s mar n zmo will ex umusmes, ma. nm aey 27 ica i.oa w,e ray. , ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-4f_ayPOLbHOeUCS4g076zKOalt39J9eN6ygVGyZObq -0-11-7 5.0.0 ' f1.11a I 5-00 Scale =1:17.0 3x4 = 5-0- 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fact Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.67 Vert(LL) -0.03 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.06 4-7 >981 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (fib/size) 3=115/Mechanica1, 2=243/0-8-0, 4=62/Mmhanical Max Horz2=118(LC 12) Max Uplift 3=-71(LC 12), 2= 85(LC 12) Max Grav 3--119(LC 17), 2=243(LC 1), 4=89(LC 3) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-1.2ps1; BCDL=3.0psf; h=151t; B.151t; L=24ft; eave=lf; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-4 to 1-11-12, Interior(1) 1-11-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Imes connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. WatterP. Finn PE No.22039 kliTek USA, Inc. FL Can 8634 6904 Parka East Blvd. Tampa FL 33910 Date: September 27,2018 ,&WARNWG-Vndy EeWgnpammeramand READNOTES ON THIS AND INCLUDED MREKREFERANLEPAGEM67473min 10=2015 BEFORE USE Doslgn vald for use only with Ml/ekv connectors. INsdeslgn 6 based only upon parameters shown, and Is for an hdlvkfual bu3tling component, not a Inns system. Before use. the bulitlhg designer must vetlfy the applicabai y of design parameters and Ixopouy Incarcerate this design Into Bo overall bupolnBdeslgn,Bracing Indicated! istoPrevent bucklingofindmtlualmuss web and/or chord members only. Addlflonaltemporaryardhermanentbrmil MiTek' Is always required for stability andto prevent collalse with passible personal hlury and properly damMe. For general guidance regardeg the fabrk:aibm storage, dellmy,, erection and bracing or mttes and truss systems. seeAiDQArpB Quantity C M, OS049 and SM Sulding Component 6904 Parke Eosl 13W. Safeyrnformatbrovallabie from truss Rate Institute. 218 N. Lee Street, sulle 31Z AlexantlAct VA 22314. Terre., FL 33610 Job Truss Truss Type Cry Ply / C55675 T75200029 75443 JSC JACK -OPEN 3 1 �SANDLIN Job Reference (Optional) Chambers Truss, Inc., Fort Pierce, FL o. sca s mar i i zu to mu en ia„v>uiee, o... ID:RK6vCXPFhoOVRVwjtbjdZLy)eAa-YsYygl PNIVPIGenedXvEeAtd HiCKulgncmiN 1jyZObp a�2 5-0-0 0. 2 5-0-0 21 ME Io Scale =1:17.0 LOADING (lost) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 5.6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.01 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Hcrz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) -0.01 5-6 >999 240 Weight: l8 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=2/Mechanical, 5=-35/Mechanical, 6=400/0-3-0 Max Horz 6=90(LC 12) Max Uplift 4=30(LC 9), 5=-35(LC 1), 6= 177(LC 12) Max Gran, 4=23(LC 17), 5=21(LC 12), 6=400(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-236(373 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=3.Ops1; h=15ft; B.45ft L=24f1; eave-ifl; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -0-0-15 to 2-8-0, Intedor(1) 2-8-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Reber to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4, 5 except Qtdb) 6=177. WaierP. Finn PE No.22639 6bTek USA, Inc. FL Cer16634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING-Willydesrgs,.nietexs And READ NOTES ONTHIS AND INCLUDED MITEKREF£RANCEPAGEMO.7473mi, 10411OVISSEFORE USE R Deugn validforuse any VAh MBekDconnectors. This design b based any upon parameters shown. and b for an lr,div d buading Component. not ■` a truss system. Before use, the bNldinO designer must veafy the appllcablity of design parameters and properly Incorporate Ih5 design Into the overall bulldlnBdedgn.&acingltWkatetlIstoWevemtacklingoflydlvklualtmssweband/or chordmembersonly. Additional lemporaryondleermoneMbrceing MiTek' Is always required for staILVIly and to prevent collapse with possible personal INW and properly damage. For general guldasce regarding the tabrIcatlon, storage, dellvr ry, erection and bracing of busses and truss systems, seeANSU/Plr 4aually CAll DSR-09 and RCMfluldbsg Component 6904 Parke East Blvd. SaNfyedolmaRonavallabte from Truss Note Institute, 218 N. Lee SVeel. SOIie 312. Alexaruda, VA 22314. Tampa, FL 23610 Job Truss Truss Type Oty, Ply SANDLIN / 055675 T15200030 75443 J5D Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITex Indg9mes, Inc. Scale = I A4.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CS]. TC 0.71 BC 0.52 WE 0.04 Matrix -MP DEFL. in VeN(LL) -0.03 Ven(CT) -0.07 Horz(CT) 0.03 Wind(LL) -0.03 (loc) Well Vd 5-6 >999 360 5-6 >794 240 4 n/a rVa 5.6 >999 240 PLATES GRIP MT20 244/190 Weight: 201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc putting, BOT CHORD 2x4 SP No.3 except end verlicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ibfsize) 4=93/Mechanical,5=63/Mechanical,2--3151"-0 Max Horz 2=84(LC 12) Max Uplift 4=-54(LC 8). 2— 175(LC 12) Max Grav 4=93(LC 1), 5=101(LC 3), 2=315(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psQ BCDL=3.Opsf; h=15ft; B=45ft; L-24ft; save=4tt; Cat. II; Exp B; Encl. , GCpi=0.18; MWFRS (directional) and C-C Extoror(2)-2-0-13 to 0-113, Interfor(1) 0-11-3 to 1-5-0, Exterior(2) 1-5-0 to 4-10-4,zone; cantilever left and tight exposed ;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This Imes has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl 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 buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wihstanding 100 Ib uplift at joint(s) 4 except gt=lb) 2=175. 7) Gap between inside of lop chord beating and first diagonal or vertical web shall not exceed 0.500in. Walter P. Finn PE No.22839 lVekUSA, Inc. FL Ced 8834 6904Parke East ENd.Tampa FL 33610 Date: September 27,2018 ®WARNING-Vedydestenpardmefem and BEAD NOTES ON THIS AND INCLUDEVANTEKBEFEBANCE PAGE M0.7473.. 10NY1015 BEFORE USE valld fat,use My Win MneMconneclon. iNsdeslgn is based orly upon paramrseteshown, and a for an travidual bulding component not Nil' a truce system. Before use, the building designer must verify the applicaMorp lty of design paromefors and properly Incorporate this design Into the overall bulldirgdesign;&ecingindicated Istopreventhackling ollndlviduallmseweb and/or chord members only. Additional temporaryondpermanentbracing M!Tek' Is always required for Moblllyand to prevent collapse with possMe personal blLry and property damage. For general guidance regarding the fabrlca Wn. storage. delivery, erection and bracing of tr ssesand truss systems, seeANSUry1I Cua1Ry CReM, DSRd9 and SCSI B09dhy Campananl 6904 Pork. East BNd. Sahty Wormalbmrvallable from Russ Plate Institute. 218 N. Use Sheet. Sulre 312, Plexandea. VA 22314, Terry., FL 33610 Job Truss Truss Type Oty Ply / 055675 T15200031 75443 15E Half Hip 1 1 �SANDLIN Job Reference o floral Chambers Tmes„Inc., Fort Pierce, FL d.13u s mar a 1 zule Nuert inausuias, m, .,In oep c, c:a,:a. w.o a.n. ID:RK6vCXPFhoDVRVwpbjdZLyjeAa-026LN5POW DXkunMgBFRTB001P6ZmdDkxg0RwZ9yZ0bo -2-0-0 3-1-1 _ 5-0-0 2-0-0 3-1-1 1-10.15 Scale=1:14.6 &1-1 1-1045 Plate Offsets (X Y)-- 12:0-0-8 Edgel LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Veal Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.71 Vert(LL) -0.03 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.07 6-9 >879 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.04 4 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.06 6-9 >907 240 Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (It/size) 5=108/Mechmical, 2=315/0-".4=48/Mechanical Max Horz 2=114(LC 12) Max Uplift 5= 21(LC 9), 2= 167(LC 12), 4= 28(LC 8) Max Grav 5=113(LC 3), 2=315(LC 1), 4=48(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 0b) or less except when shown. Structural wood sheathing directly applied or 5.0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=451t; L=24ft; eave=4f; Cat. II; Exp B; Encl.. GCpi=0.18; MI (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 3-1-1, Extedor(2) 3-1-1 to 4-10-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This Imss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for 1Nss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100111 uplift at joint(s) 5, 4 except Qtdb) 2=167. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -Vsrllydesi9npzremetenand READ NOTES ON THIS AND INCLUDED NRIEKREPERANCEPAGEMS7471mv. 101I9Ra1SOEFOREUSE vaild for use only W h M.nelor) conrrecloss. INS design 6 based only upon parameters shown, and 3 for an IntlMdual bunding component, not Nil' properly Incaerate INS design Into me overall a truss system. Bofors use. Ira London designer must verify the appllcabli ly of design parameters aril propIncarcerate bulldingdesIgnlBracloglndlcatedIstoprevent buckling ofladivldl alaussweband/or chord members only. Addinonaltemporaryandpermonentbracing Mffek' Is always required for slabliny, draft to prevent collapse with possible personal Injury and property, damage. For general guidance regartling the storage, dellvery, erection and bracing of truces and muss systems, WeANSUM11 CualCy Mani DSS69 and SCSI UuHtlNg Component 6904 Parke East Simi.fabrication SafetyfnfolmalbmvallaWe from Truss Plate InsIIMe, 218 N. Lee street, Suife 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply SANDLIN / 055675 T75200D32 75443 J5F JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 27 12:51.08 2D78 Page 1 ID:RK6vCXPFhoOVRVw4lbjdZLyjeAa-UEgaROeHWIbVx Olyy(iM)y4VugM19434BU6byZObn O -2 5-0 0 0 2 5-D-O 21 2411 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (fee) Vdell Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.55 Ven(LL) 0.01 5-e >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vm(CT) 0.01 5-6 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.11 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2017//PI2014 Matrix -MP Wind(LL) -0.01 5-6 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP NO.3 WEBS 2x4 SP N0.3 REACTIONS. (I stsize) 4=1/Mechanical, 5=-36/Mechanical, 6=401/1-4-0 Max Horz 6=90(LC 12) Matt Uplift 4=-29(LC 9), 5=36(LC 1), 6=-178(LC 12) Max Grav 4=22(LC 17), 5=21(LC 12), 6=401(LC 1) FORCES. (Ib) - Max ComplMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-237/374 to Scale =1 d 7.0 PLATES GRIP MT20 244/190 Weight: 18lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0.0 on bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL.4.2psf; BCDL=3.0psf; h=15ft; B--35ft; L-24ft; eave=40; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extmor(2)-0-0-15 to 2-8-2, Intmor(1) 2-8-2 to 4.11-4 zone; cantilever left exposed ; porch 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 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of times to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 5 except (jt=lb) 6=178. Walter P. Finn PE No.22839 IdTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Data: September 27,2018 ,&WARNING -Varvdodgnpa nsetersand BEAD NOTES ON THIS AND INCLUDED AUEKREFERANCEPAGEM&7473nnt 10A21015BEFOREUSE Design wild forum" Win MITeld) conneclots. Mis design h based oNy upon parameters shown, and b form Individual w9dinp component. "rot � a fruss systemg . Before use, the builds designer must verity the applimagly of design parameters and ptoperly Incorporate Mis desgn Into the overall WilOtrgdeslgn.&wing Indicated Is to Vevent Suckling of lndlvMwl Wss weband/or chard members only. Additional lemporaryandpearnmentbradrg M!Tek• Is always required for stability and to prevent collapse uvlh poss6Ne personal lnjuy and Velocity damage. For general guidance regardag the fabdcatbn. storage, delivery, erection and bracing of busses and truss systems. seegNSUIplt Quay C2erb, VS0419 and BW Su9ailB Component 6904 Parke East Blvd. Safety /ntonno5 mvallable from Truss Plate InsaMe. 218 N. Lee Street. S•arie 312, Alexandria, VA 22314, Tanpa, FL 33610 Job Truss Truss Type ty T15200033 =tall 75443 J5X Jack -Open 1 Cnamaers Imss,mc., con rlerce, PL 6.00 F12 3x5 = ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-UEfjaROeHWIbVnOlyyikbyujVy Mew434BU6byZQbn 36 II 8 3 4 PROVIDE BEARING CONNECTION(S) TO RESIST 3xs II HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. LOADING (psf) SPACING- 2-0-0 CST. DEFL, in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.00 4-7 ntr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.03 4-7 n/r 120 BCLL 0.0 ' Rep Stress [nor YES WB 0.19 Hor2(CT) 0.00 n/a n/a BCDL 10.0 Code F13020171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb(size) 4=479/Mechmiml, 3_ 0/Mechanical Max Horz 4=.602(LC 1), 3=602(LC 1) Max Uplift 4=-335(LC 12) Max Grav 4=479(LC 1) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 2-4= 626/1292 WEBS 3-4=-421/640 Scale=1:20.0 PLATES GRIP MT20 244/190 Weight: 231In FT=20% BRACING- TOP.CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=3.Opsf; h=15ft; B=45f ; L=24ft; eave=4ft; Cat. II; Exp B; End., GCpi=0.18: MW FRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 5-0-0 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) This truss has been designed for a 10.0 psi 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 vide 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 1001b uplift at joint(s) except Qt=lb) 4=335. Walter P. Finn PE No.22839 tdiTek USA, Inc. FL Con $634 6904Parka East Blvd. Tampa FL 3361D Date: September 27,2018 A WARNING -Verify design paramefersand READ NOTES ON THIS AND INCLUDED MmEK REFERANCE PAGE Me-7473 mv. 10A132015 BEFORE USE. valid for, use only with MIT.1,O cennectots. lNs dedan 8 based only upon parameters shown, and Is for an irdivdual Wilding comporant, not Nil' uss a trsystem. Before use, the Wilding designer must verity the appllcablllty, of design parameters and properly Incorporate Ihb design Into the overall buadirgdedgn:Bracing Indicated is to prevent buckling of lydivklual tmssweb and/or chord members only. Addiflonaltempororymdpermanenibming MiTek" Is always reaulred for stability and to prevent collapse with possible personal Injury and property damage. Forgenoralguldmceregardinglhe fabrication storage. delivery, erection and bracing of trusses and Iran systems,--._ANSU 1F CuuRy Cdrodo,DSB-09and SCSIBufding Component 69.4 Parke East BNd. SarotyBrrolmolblxivdlable *am Tmss Poste InsliNte, 218 N. Lee Street. Suite 312. Alexandila, VA22314, Tanga, FL 33610 Job Truss Ply SANDLIN / 055675 T15200034 76443 J6 �Truss`Fype JACK -OPEN �Cty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Induslnes, Inc. Thu Sep 27 12:51:09 2018 Page 1 ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa.yRD5nnRG2gnS75WDJgTxGpV9UvGa560Dlkwi e2yZObm 0 -2 6.0.0 0- 2 6-0-0 Scale=1:20.3 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.48 Verl(LL) 0.01 5-6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.01 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.07 4 rJa n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.02 5-6 >999 240 Weight: 21111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=44/Mechanica1, 5_ 4/Mechanical, 6=401/0-3-0 Max Horz 6=108(LC 12) Max Uplift 4=46(LC 12), 5=-4(LC 1). 6=-165(LC 12) Max Grav 4=61(LC 17), 5=30(LC 3), 6=401(LC 1) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=254/373 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDU1.2ps1; BCDL=3.Opsh, h=15ft; 8=45fb L=24It; eave=4f; Cat. II; Exp B; End., GCpi=0.18; MW FRS (directional) and C-C Extenor(2)-0-0-15 to 2-8-0, Interior(l) 2-8-0 to 5-114 zone; cantilever left exposed; porch 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 psf bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 4, 5 except (jt=lb) 6=165. Wallel Finn PE No.22839 G4lTek USA, Inc. FL Cod 6634 6904 Parka East Blvd. Tampa FL 33810 Dare: September 27,2018 ,&WARNING- Verydasignparameters and READ NOTES ON THIS AND INCLUDED NITEKREFERANCEPAGENII-7423 ree 14032015DEFOREUSE. DedOn vdW for use oNy wAM MliekYOconnectola. Bds design tl based oNy Upoh parameters shown. and Is for an IndlNdual buading compotxmt, not a truss system. Before use. Ilts building dedgrar must verify the appllcaloolly of design parameters and properly Incorporate thiscroslgn Into the overall bukaingdedgnl WacinglrxllcatedlsloWeventWcklin oflrtdlvdt limmweba�/orctardmembersoNy. Atltllllonaltemporaryantlpelmanenilxacing MiTek' Is elwaW required for stablllty and to prevent edlepse with possible personal injury and property damage. For general guidance regal the faixiwtlon. storage. delivery, erection antl bracing of trusses and lass system%weANSU/pN Ouo@y C2erb, DSB49 and SCSI Wading Component 6904 Parke East Blvd. Sertey UrMlmNbmvNlade from lass Plate Institute. 218 N. Lee Street. Sulte 312. Alexarxlda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply SANDLIN / C55675 T75200035 75443 J7 Jack -Open 40 1 Job Reference o tional Chambers Trans, Inc., Fort Pierce, FL 5.130 a Mar 11 2U18 MI I ex Incusines, Inc. Thu Sep Z/ 1z:wn0 eula rage 1 1D:RK6vCXPFhoOVRVvgtbjdZLyjeAa-OdnT76SupBvJIF4PsN_ApO2LIJXrgZON WOgbAUyZObI Scale: 1/2'=1' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) -0.09 4-7 >899 360 MT20 244/190 TCDL 7.0' Lumber DOL 1.25 BC 0.80 Vert(CT) -0.21 4-7 >399 240 BCLL 0.0� Rep Stress ]net YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.13 4-7 >639 240 Weight: 26 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. gb/size) 3=164/Mechmica1, 2=385/0-8-0, 4=77/Mechanical Max Horz 2=183(LC 12) Max Uplift 3=-97(LC 12), 2= 160(LC 12) Max Grav 3=169(LC 17), 2=385(LC 1), 4=121(LC 3) FORCES. (Ile) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=151t; B=45ft; L=24ft; eave=4ft; Cat. IC Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0.11-3 to 6-114 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt-41b) 2=160. WalterP. Finn PE No.22939 kliTek USA, Inc. FL Cart 6834 69U Parke East Blvd. Tampa FL 33010 Date: September27,2018 A WARNING -VedfydeLgnparameters and READNOTES ON THSANDWCLUDEDMI KREFEHANCEPAGEMR-74"m%, IBIXIM0IS BEFORE USE. Design void for use ordywlih Mnek9 connectors. iNs dedgn K based oNy upon paramafers stows mtl is form Individual Waring component, rot a truss system. Before use, the bullding dedgner must vedfy the appllcabiRy of design patamatets and properly Incwporale Ihb design Into the overall bulldIng design. &acing(dIcated is to prevent buckling of WIvidual now web crd/or chord members only. Addlllorwl temporary and permanent bracing MOW Is always required for stability and to prevent colltmse wan possble personal Injury and property damage. For general guldmce regardllg the fabdcatlon, storage, delivery, erection and bracng of trusses and Iran systems, vaaANGM11 pualRy Crgarb, DS849 and BCSI Bidding Companonf 6904 Puke Eost Blvd. Saby NbtmalbluvdloWe from Russ Rate Institute, 218 N. Lee Simcf, Wte 312, Alexandria, VA 22314. Tanpe, 1. 33610 Job Truss Truss Type • • City Ply SANDLIN / Q65675 T75200036 75443 JTA Jack -Open 7 1 Job Reference o tional Chambers Truss; Inc., Fort Pierce, FL 8.130 6 Inc. Thu beg x712:51:1 a 2ulb 2-6-0 3-e-0 7-0-0 2-a-0 1 1.0-0 1 3-4-0 1 Scale: 112-1' Plate Offsets()(Y)— f2:0-0-8Edge114:0-2-11Edge11742-00-0-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.07 6-7 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.16 6-7 >525 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code F902017/TP12014 Matrix -MR Wind(LL) 0.13 6-7 >627 240 Weight: 31 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 5=1441Mechmica1, 2=39710-8-0, 6=105/Mechanical Max Harz 2=183(LC 12) Max Uplift 5=-74(LC 12), 2= 156(LC 12), 6=-13(LC 12) Max Greet 5=149(LC 17), 2=397(LC 1). 6=124(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 3-12_ 286/1, 4-15=4371239 BOT CHORD 2-10=-173/315, 8-9= 387/417, 4-7= 417/387 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psh, BCDL=3.Opsf; h=15ft; 8=451t; L=2411; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-1-8, Intedor(1) 1-1-8 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcLment with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except 61=11o) 2=156. WalterP. Finn PE No.22839 fdiTek USA, Ina FL Cent 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ® WARNING - Vadly design paramaters and READ NOTES ON THIS AND INCL UDED MITEK REFERANCE PAGE MIF747a rev.. l eMYt91 S SEFORE USE. Daslgn valid for use onlywlnl MirekO conrlectom. Urs design b based only upon pommetem shown. and Isfor an Individual Wading comporcenl, rw1 a buss system. Before use, the building designer must vedly the applicablllly of design parameters and properly Incorporate th5 design Into the overall bulld1midedgK&manaintlbatedIstopreventnucklingofIndlvldualhussweband/orchardmembersonly. Addlllonailemporarymdpermanenibracing MiTek' Is always required for slaWljlyend to prevent collapse wBh possible personal hlury and properly damage. Forgenoralguidanceregordhglhe Iobbatlom storage, delivery, erecllon and braclrg of hoses and hus systems, amANSUIPII Guam, "l lb, DSa-09 and SCSI Au cling Component 6904 Parke East Blvd. Safely DdprmalbRavdlable nom truss Plate Inslllute, 218 N. Lee Street. Suite 312, Alexandra, VA 22JI4. Tanga, FL 33610 Job Truss Truss Type e ^ Cry Ply / 055675 T15200037 76443 J78 Jack -Open 1 1 �SANDLIN Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3.4 = 7.0-0-0 a. taus Mar 11 zuiu miTeK lneuseles, mc. Thu Sep zr icarii euio rage, ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-vpLrCSSWZRIAMPIbC5VPLEaW hjseZOeW12P8iwyZObk Scale=1:22.9 LOADING (Pat) SPACING- 2-0-0 CSL DEFL in (too) Vdell LJd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.44 Vert(LL) -0.10 3-6 >827 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 3-6 >370 240 RCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(L-) 0.16 3-6 >532 240 Weight: 221b FT=20°/ LUMBER - TOP CHORD 2x4 SP M 30 ROT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=257/0-8-0, 2=172/Mechmical, 3=84/Mechanical Max Horz 1=126(LC 12) Max Uplift 1=A4(LC 12), 2=-107(LC 12). 3=-l(LC 12) Max Grav 1=257(LC 1), 2=177(LC 17), 3=123(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=3.Opsf,, h=151t; 9=45ft; L=24ft; eave=4ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 6-11.4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Imes to bearing plate capable o1 withslanding 100lb uplift at joint(s) 1, 3 except (jtdb) 2=107. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6834 8904 Parke East Blvd. Tampa FL 33910 Date: September 27,2018 ®WARNWG-Ved/yde q pa oerz—dREAONOTESON TNISANO mCLU0E0 MREK REFERANOE PAGEM1fO-]d]B r.v. IOiAa/1a15 BEFORE USE Dedgn vdltl f¢ruse oNy Wtih Mlrekt0 c._Ion It design hbased only u{wn potametenshown. ontl Is for an NdIVkiU01 W9dlrm component,IWt a truss system. Before use, the bNIJIM1 tleslgnor must vetlfy the appllcObelty of tleslgn pa�omelers ontl proPetly trwotpomto Ihh tleslgn Into the ov¢mll bulltling tlesl0n. aacNg lntlbafetl is to prevent buckling of lntllvltlual truss webantl/or cbortl members oNy. Additional temporaryantl permanent Maclrxf MiTek' Lt always requlretlfor stability and I.geveid collopse wIh nasuxe persolwl mlury and properly damage. For peneml OUltlonce regmUlre ttre fabdcatbrt storage.delivery, erection ontl bracln9 of buses ontl hussystems seeANSyfpll Ouu(Py CReM, OSBd9 and BC51Bu0d6rg Componmf 6904 Pork. Eesl Blvd. SaNty Wormofbmvauode from in>s %ate InsnMe. 218 N. Lee Sheet, 9Me 312 Plexantlda, VA 22314. T.W.. FL MID Job Truss Truss Type • Oty Ply / G55675 T15200D38 75443 JTC Roof Special 1 1 �SANDLIN Job Reference o tional Chambers Truss,Inc., Fort Pierce, FL 8.130s Marll2Ul8MileKmaustr,OS,InC. Inu Sept/1Z:o1:1220i8 Pagel ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa.NOvEOoTSK191_ZEo_oOeuR7iA7L71Ngg_h9hFMyZOb) 3x5 II 3 Scale=1:23.6 6 3x4 = 4x4 = 3x4 II t-9-7 7.7-15 1-8-7 5.10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Wall Ud PLATES GRIP TCLL MO Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.09 4-5 >978 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) -0.01 3 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(-L) 0.02 4-5 >999 240 Weight: 401b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ib/size) 6=273/Mechanica1, 3=155/Mechanical, 4=118/Mechanical Max Harz 6=103(LC 12) Max Uplift 6=-52(LC 12), 3=-106(LC 12). 4=-4(LC 12) Max Grav 6=273(LC 1), 3=159(LC 17), 4=159(LC 3) FORCES. (Ile) - Max ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-6= 273/115, 1-2= 554/131 BOTCHORD 4-5=-301/586 WEBS 1-5=-142/599,2-4= 589/303 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15fh B=45ft L=24f1; eave-tfh Cat. It: Elf) B; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-1-12 to 1-9-7, Inte for(1)1-9-7 to 7-6-3 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) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for DNSS to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 4 except at=lb) 3=106. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. Walter P. Finn PE No.21830 MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date: September27,2018 A WARNING- Vaely Eesrge parameremaad READ NOTES ON MIS AND MCLUDEDMREKREFERANGEPAGEM 74TJmv. laN622015BEFOREUSE Design Valid for use only Wien MRekID connectors. Ns dedgn Is based only upon Parameters shown, and Is for an edIvlWlal Watling comooneni, not a truss system. Before use, fits WlldIng designer must verity the appleabally of design paramefers and properly Incomorate Ihls design Into the overall WJdingdoslgn. Woolen lydbatetl is to Prevent buckling of lndlvdual trussweb and/or chord members orgy. AddlOonxxternWeiryaldreermarenibercing MiTeW 5 always required for stoblllN and to prevent collapse with possible Personal Injury and property damage. For general guidance regarding the fatericelbm stereos, delivery, election and bracing of trusses and tmrs systems, sooAN e4ple Cunfdy Criteria, DS9-09 and BCSI BuBdtrlp Component 6904 Pmke East BNd. SafetyWcrmolbrnvcaa a earn ln2s Hale InsaNle.218 N. Lee Streel. Sulfa 312. Alexandria VA 22314. Tairya, FL 33610 Job Tmss Truss Type Cry Ply / 055675 T75200039 75443 J9 Jack -Partial 2 1 �SANDLIN Job Reference (optional) t ramoers r ru s, inc., rent rieicn, rL LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Mail Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 vent L1) -0.17 6.9 >636 360 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.34 6-9 >314 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 5 n/a Na BCDL M& Code FBC2017ITPI2014 Marti Wind(L-) -0.03 6-9 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (fib/size) 4=90/Mechanica1,2=455/0.8-0,5=227/Mechanical Max Holz 2=220(LC 12) Max Uplift 4=-71(LC 12), 2= 168(LC 12). 5= 54(LC 12) 'Max Grav 4=93(LC 17), 2=455(LC 1), 5=233(LC 17) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) orless except when shown. TOP CHORD 2-3=-352/132 BOT CHORD 2-6=-341/315 WEBS 3-6=-357/387 A Swle=1:28.9 A: o PLATES GRIP MT20 244/190 Weight: 39 In FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Ops1; h=15fF B.I5ft; L=24ft; eave=411; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Intedor(1) 0-11-3 to 8-11-4 zone; cantilever left and right'lexposed ;C-C lot members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 muss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at=lb) 2=168. Walter P. Finn PE No.22839 ktiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 A WARNING -.Vedydesigepammetemand READ NOTES ON TNISANDINCLUOED WEKREFERANCEPAGE6 74"rov. 18VD12015 BEFORE USE. Design Valid foruseonlywlth Mllekieconnectots. TNsdeslgn hbosedorly upon Mcmelecrshow andisfwm milvidual Wgulwwu, Mtrt. Wt w` o Tmss system, Before use, Inc Wlitling desx,mi must wetly the applicability of design pmamelers aril properly Incorporate Ihh design Into the overall -•��' bWtlingde9gn.Wachg V4icatedlslo Wevent WckliWofindivkluolitussweband/wct dmemWmoNy. Addlflonaiteumesuryondpermanenibracig le always iegtAreol for efadlly and to prevent collopse with pmsaa'e personal hirer, and VopeM darnage. For general gNdasce regard g the MiTek' fabdcalm storage,delNery, erection and bracing of trusses and Mr. systems. seeANV/IPfl Q=My Ctdetb, DS"9 and It= Bugdasy Component 69N Parke East Blvd. Safety/nfotmafl cfiabie from Tms Rate mMute, 218 N. Lee 6kee1. 6une 312. NexorcMa VA 2231 A. Tempe, FL 33610 Job Truss Truss Type di Oty Ply / 055675 T75200040 75443 J9A Hall Hip 1 1 �SANDLIN Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130a Mar t l Zulu Mir l el(mausm Bs,inc. Thu Sep 2712:15IJ32018 eager I D:RK6vCXPFhoOVRVwjtbjdZLyjeAa-rCTcd8Um53Hucip_Y W YtRfgtTWgf lvBpDLuFnpyZObi -2-0-0 7-1.8 94)0 2-DO 7-1-e 1-1P8 48 = Scale=1:26.6 3X6 II E i LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress ]nor YES Code FBC2017/TPI2014 CST. TC 0.36 BC 0.28 WE 0.12 Mahlx-MP DEFL. in Vert(CL) -0.05 Vert(CT) -0.12 Horz(CT) 0.00 Wind(LL) 0.09 (loc) pdefl Ud 6-9 >999 360 6-9 >856 240 2 P/a n/a 6-9 >999 240 PLATES GRIP MT20 244/190 Weight: 47 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end venicats. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (Ib/size) 2=45210-8-0, 5=268/Mechanical, 4=47/Mechanical Max Horz 2=187(LC 12) 'Max Uplift 2=-182(LC 12). 5=. 85(LC 12), 4=-27(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-265/51 WEBS 3-6=-80/314,3-5=-389/344 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vmd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fb B=45ft1 L=2411; eave--lft; Cat. 11; Exp B; Encl., GCpi-0.18; MWFRS (directional) and C-C Exlerior(2) -2-0-13 to 0.11-3, Interior(1) 0-11-3 to 7-1-8. Exterior(2) 7-1-8 to 8-10.4 zone; cantileverlett and right exposed ;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent With any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) 5, 4 except (jt=lb) 2=182. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. Walter P. Finn PE No.22039 MITek USA, Inc. FL Cod 6634 69U Parke East Blvd. Tampa FL 33810 Date: September 27,2018 AWARNING -VexOydesignpmmmetercmndREADNOTES ONTHISANDWCLUDEDNIIExREFERANCEPAGE Ns7l"tev.t4N020I5EEFOREUSE for usemyWith MdeltDacronnectors. INsdesignbhosedoNyuponparameterssWm antl Is form htlIVIW1ol buetlin0 component.not Hit a Truss system; Before use, the Wading designer must venfy the appllcablllty of design parop ameters and properly Incorporate this desgn Into the overall Wooing design.&acing lnllmied is to prevent buckling of Individual hiss web and/or chard members any. Additional temporary and permanent bracing MOW Is always tequlred for stablllly Gad to prevent coilcTxe with possible personal Injury and property damage. for Fon general sfuldatce tegadlrg the fa iaotam storage, d.W w. erection and brodng of losses and tans systems scelNSUM110uaRy Criferb, DSede and SC5l EuSd}tg Component 6904 Pork. East Blvd. Safety3lMrmaffonavolaNe from Truss Flats InsllMe.218 N. lee Slreel. Sulte 312, Aexandna, VA 22314. Tms ra,FL 33610 Job Truss Truss Type W aty Ply SANDLIN / 055675 T75200041 75443 J9B Roof Special 1 1 Job Reference (optional) Chambers Truss, ]no., Fort Pierce, FL u.13u s mar ii2ur u MI l es inausmes, mc. i nu cep zl r ems,R zu i e rage i IVRVwjtbjdZLAeAaJ01 rUVPsMPIDsOA5D36zsC4FwlBmMgzR?eoJFyZObh 3x5 11 Scale =1:24.9 5-1-e i 2-0-0 TT0-a LOADING (psp. SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(L-) -0.03 8-11 >909 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.07 8-11 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.11 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(L-) 0.06 8-11 >999 240 Weight: 48 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (I alsize) 5=47/Mechanical, 2=452(0.8-0, 6=268/Mechanical Max Harz 2=182(LC 12) Max Uplift 5=32(LC 12), 2=-184(LC 12), 6=-75(LC 12) 'Max Gray 5=48(LC 17), 2=452(LC 1).6=268(LC 1) FORCES. (lb)i- Merit. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-321/91 WEBS 4-7= 218/254, 4-6= 39SI367 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end vedicals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsQ h=15ft; B=45ft; L=24ft1 eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) end C-C Extedor(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 5-1-8, Extedor(2) 5-1-8 to 7-1-8 zone; canfflever left and fight 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 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 of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except jt=1b) 2=184. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Walter P. Finn PE No.22838 ?At ek USA, Inc. FL Ced 6634 6904Parke East Blvd. Tampa FL 33610 Data: September 27,2018 Q WARNMG-Ve4lydesignpenmala®end READNOTES ON THIS AND wCLUDED1117EKREFERANCEPAGEM1-7473.. 10Naa0158EFOREUSE Design vol for use any Win MROWD eonnwcfors. INS dadgn Is based only upon parameters shown. and Is for an Ndmdual Wading compeneht net a bass system, Before use. the Wlldng designer must verify the applicabatly of design parameters uhd properly Incorporate this design Into the overall WJdtrrgdesign. Bacetglr fcal tsiogevenlWcklingoffWIvUudl nweban lorctwrdmembersody. Addlllonallempararyantlpermanentbrocing MiTek' Is always required for slabllf, and to prevent collanse MM possible perceive] bUey arM property damage. For general guldatce regan&xt the fabricalson, storage, delivery, erection and bracing of trusses aral fruss systems seeANSY1P1t Quality Crderb, DS8 49 and A=BuBENg Component 69N Pa,ke East Btel. Woty WnrmaO novadalom from true Nate Insigne. 218 N. Lee sheet. Site 312. Alexandria. VA 22314. Teens, FL 33610 Job Truss Truss Type • Cry Ply 1055675 _ T15200042 75443 J9C Roof Special Girder 1 1 �SANDLIN Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek IndusVles, Inc. Thu Sep 27 12:51:15 2018 Page 1 ID:RK6vCXPFhoOVRVwjtbjdZLyjeAa-nbaM2gW 1dgXbrOzNfwaLW41G5KONVom6gfNMmyZObg -2-0-0 3-1-8 5-1-8 9-0.0 2-PO I 3-1.8 2-0.0 1 3-10-8 12 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0' Plate Grip DOL 125 TC 0.16 Vert( 1) -0.01 6-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.03 6-7 >999 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.18 HOrz(CT) -0.01 5 Na nla BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.02 6-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SPNO.3 BOTCHORD REACTIONS. (lb/size) 2=481/0-8-0, 6=231/Mechanical, 5=101/Mechanical Max Horz 2=182(LC 8) Max Uplift 2=-202(LC 8). 6=.49(LC 8). 5=-69(LC 8) Max Grav 2=498(LC 28), 6=252(LC 28), 5=104(LC 13) FORCES. (Ib)�- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-567/89, 3-4=-493/89 BOT CHORD 2-8= 140/501, 7-8= 1381510, 6-7= 138/503 WEBS 4-6=-548/150 3x6 II Scale=1:24.9 S PLATES GRIP MT20 2441190 Weight: 46lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purge, except end verticals. Rigid ceiling directly applied or 10.0-0 act bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL�4.2psf•, BCDL=3.0psf; h=1511; B=45f; L=241t1 eave=oft; Cat. II; Exp B; Encl.. GCpi=O.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 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5 except Qt=lb) 2=202. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) 'NAILED" indicates 3-1 Od (0.148'x3') or2-12d (0.148'x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3= 54, 3-4=-54, 4-5=-54, 6-9=-20 Concentrated Loads (Ib) Vert: 3= 14(l 8= 32 fl WalterP. Finn PE No.22838 MiTek USA, Inc. FL Cliff 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September27,2018 A WABNWG-Verily Eesignpv efuma dRB DNOTES ON TNA:ANDWCLUDEDMDENBEFEBANCEPAGENQ7473mx. 104124V1SBEFOBE USE. �■R' Dedgnvdldfor use cal Win Mnelt®connectots. This design h based Only upon parameters she". and is for of hdlvidual handling component hot a puss syslem: Before use, me, WIIding designer must verhy the appllcatAily of daslgn parameters and properly hcoiporate thk design Into the overall bullmngdesign. BracNgfWdcdedislopre nlWcklingofindMdualO nweband/oret rdmemb mmly. AddillonalfempoaWmcip "m nlbraclW ■.�YI�!■� MiTek' ts dways recurred for Mal and to prevent collapse Mrh possible personal hlmy and property damage. Per general guidance regarding the fabdcalkxt storage, dolivel erection and b0011,10 of Inures and hose systems. serANSM11 OVOOyy Gderb, DS349 anC JIM Sultal Component 6904 Pork. Eosl Blvd. Safety 4rfoar of aravulable from Teas Rate institute. 218 N. Lee sheet, sure 312. Alexandra. VA 22314. TaWa, FL 33610 Job Truss Truss Type ' Oiy Ply SANDLIN / 055675 T75200043 75443 JU JACK -OPEN 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 0.130 s Mar 112018 Mi l ex Industries, Inc. inu bep z/ lz:oln b 201 N Pagel ID:RK6vC%PFhDDV RVwjtbjdZLyjeAa-Fn8kFAW IO ISTAYZDe5a2HIStk iEHIFvJ7vO8yZObf 0 2 1-0-0 6 2 1 QO Scale =1:7.0 e b m d 3x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 1-0 0 1-NO LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Lrd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.09 Vert(L-) -0.00 7 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 7 n/r 120 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight: 3lb FT=20% LUMBER - TOP CHORD Zx4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb(size) 3-0/Mechanical, 4=74/Mechanical Max Horz 3=70(LC 1). 4= 70(LC 1) Max Uplift 4=-47(LC 12) Max Grav 4=74(LC 1) FORCES. fib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.Opst; h=15ft; 8.151t; L=24f1; eave=lf; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions she=; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 trues to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 As uplift at joint(s) 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Con 6634 69U Parke East Blvd. Tampa FL 33610 Date: September 27,2018 ®WARNING - Vedlydeegnparametersard BEAD NOTES ON THIS AND INCLUDED l4TEKREFERANCE PAGE M.'F747areV. 1e/a"15 BEFORE USE. ' Design valid fat ua only Win Woke connectors. This design b based only upon parameters shown, and Is for an IndMdual W6ding component. not Nil a muss system. Before use. the bNireng assigner must verify the appllcablllty of design parameters and properly Incorporate this design Info the overall building design. among Indicated Is to buckling of IWINIdaal buss web and/or chord members only. Addlllorwl temporary and permanent bracing MtTek" prevent Is always required for stability and to prevent collopse wllh posonle personal Injury and property damage. For general guldance regarding the fabrlcallon, sforage. delivery, erection antl tracing of trusses and buss system% seemstRI li Quality Ciaado, DSO-09 and SCSI Bumb g Componausf 6904 Parke Earl Blvd. Satisfy Wormalbruvolloble from ituss Plate Institute, 218 N. Lea street, Suite 312. Alexandrla, VA MI 4. Tampa, FL 33610 Job Truss Truss Type ' • Oty Ply SANDLIN / 055675 T15200044 76443 KJ4 Diagonal Hip Girder 1 1 Job Reference (optional)_ Chambers Truss, Inc., Fort Pierce, FL Scale=1:14.6 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vvm(LL) -0.07 4-7 >766 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-7 >655 180 BCLL 0.0, Rep Stress lncr NO WE 0.00 Horz(CT) 0.00 2 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight:18lb , FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=89/Mechanical, 2=444/0-10-15, 4=60/Mechanical Max Horz 2=112(LC 8) Max Uplift 3=-47(LC 8), 2= 300(LC 8). 4=-30(LC 13) Max Gran, 3=112(LC 28), 2=489(LC 28), 4=107(LC 24) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=.4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl With any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to muss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=300. 6) "NAILED" indicates 3-1 Od (0.148"x3) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 80lb up at 1-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 4-5= 20 Concentrated Loads (Ib) Vert:&51(F=26, B=26) 9=171(F— 20B, B=37) Walter P. Finn PE No.22839 MiTek USA, [no. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September27,2018 ®WARNING- VerfydeIDgnpammef..e dREAD NOTES ON THWANDINCLUDEDMDEKREFERANCEPAGEMIFT4mw... farad 15 BEFORE USE. va dl for use otly Win MITeW connectors, Ns design Is based any upon Mometers shown, and Is for of IndMtlual hurdling component, trot Nil' a truss system. Before use. the buid rx; designer must vedfy the applicability of design parameters and! properly Incorporate this design Into the overall buldng design'. Bracing lndlaated is to prevent buckling of lndMdual truss web and/or chord members only. Addifonal temporary and permanent bracing WOW Is always teculrod for stability, and to prevent collapse with posseale personal Injury and property damage. For general gudonce regarding the lobricatlon. storage, delivery, erection and bracing of imsses and bass systems seeAHSMI, Q.W C ife b, DSBdp and SM Buldfng Companenf 6904 Parke East Bud. Safety mfomsaf no allable fom Truss Plate InstlMe, 218 N. Lee Weef. auto 312, Rexandro. VA 2231 A. Tarry., FL 33610 Job Truss Truss Type 4 C City Ply SANDLIN / 055675 T15200045 75443 KJ5 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss. Inc., Fort Pierce, FL 8.13Os Marll2Ol8MrfeK mduSmes,mc. Inubep2]12:51:1/ZOIe Fagel ID:RK6vCXPFhOOVRVwjtbjdZLAeAa-jzi7TWXH9HDJ4K71nLcpbVgaB83iz LP7zsSwayZObe Scale=1:19.1 3-8-10 3.3-e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Veri(LL) 0.02 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.03 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.04 7-10 >999 240 Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 4=81/Mechaniml, 2=346/0-10-15, 5=113/MechanimI Max Horz 2=146(LC 8) Max Uplift 4=A6(LC 8), 2=-271(LC 8), 5=-31(LC 5) Max Grew 4=93(LC 17), 2=459(LC 28), 5=192(LC 29) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-550/57 BOT CHORD 2-7=-97/431, 6-7=-97/431 WEBS 3-6=-473/106 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCOL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4f1; Cat. 11; Exp B; Encl., GCpi-0.18; MWFRS (directional); cantilever left and right "posed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent With anyother live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=11h) 2=271. 6)'NAILED' indicates 3-10d (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Slandard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=-54, 5-8= 20 Concentrated Loads (lb) Vert: 11=51(F=25, B=25)13=72(F=36, B=36)14=6(F=3, B=3) Walter P. Finn PE No.22839 Iffek USA, Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33619 Date: September 27,2018 AWARNING- Vorlytlaalgnpammetersand READ NOTES ON THIS ANDINCLUOEOMREKREFERANCE PAGEMO-7471mv. 100120158EFOREUSE Design valid for use only Won h1ReraI connectors. This dedgn Is based only upon parameters shown, and is for an krdlvlduai buidtng component, not a truss system. Before use. the building designer must verity the applicablliry of design parameters and properly Incorporate Ihls design Into fhe overall WlldfngdeslgnlBracing Indicated Is to Prevent Wel,ling of Individual trusswels ardlor chord merniners only. Addlllomilemp mWmdperman ntb clssg MOW halwaysreaulred forstoblllh/andto prevent collopeawtthpomble personal injury and propertydamage. Forgeneralguldanceregardingihe faixlcalion, storage, delivery, erecllon and bracing of trusses and truss systems, seeANSUFP11 Qua, M ClEerb, DSB2g and SCSI BUgtlNg Component 6904 Parke Bast Blvd. Safety Fnfmmalbtnvdtable four Truss Plate InsIIMe, 218 N. Lee Street. Suite 312. Plexantlria. VA 22514. Tanya, FL 3361 D Job Truss Truss Type Oty Ply SANDLIN / G55675 T15200046 75443 KJ7 Diagonal Hip Girder 4 1 Job Reference (option a 1 Chambers Truss, Inc., Fort Mean, hL Scale: 1/2"=1' Ia . 519 487 LOADING (pat) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.08 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 44111 Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb(size) 4=129/Mechanical, 2=462/0-10-15, 5=269/Mechanical Max Horz 2=182(LC 8) Max Uplift 4=-77(LC 8). 2=-299(LC 8), 5=-63(LC 8) Max Grav 4=129(LC1), 2=589(LC 28), 5=321(LC 29) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ila) or less except when shown. TOP CHORD 2-3=781/134 BOT CHORD 2-7= 191/677, 6-7= 191/677 WEBS 3.7=0/256, 3-6— 734/207 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Cpsf; h=15ft; B=4511; L=241t; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl 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 100111 uplift at joint(s) 4, 5 except (lt=lb) 2=299. 6)'NAILED" indicates 3-10d (0.148"x3°) or2-12d (0.148k3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the fruss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: '1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: '11=51(F=25, B=25) 13=-61(F=-31, B=.31)14=72(F=36, B=36) 15=6(F=3, B=3) 16=-48(F=-24, B=-24) Walter P. Finn PE No.22838 MlTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 27,2018 A WARNING - Verily des/gn pammeters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AM-747J rov. 10N3rz015 6EFORE USE Design vdld foruse NNy With Ml rein connectors. tUsdeslgn 6 based oNY upon patamelem shown. and Is for an IndlNtlUai buading component, not Nit a It= splem. 9efore use. the holding desklner must verity the appllcatAlN of design parameters atd properly Incolporate this design Into the overall building deslgnl. Dracmg Indicated is to prevent buckling oflMNidual buss web and/orchard members oNy. Additional temporary and permanent bracing MiTek' 6 always required fat M.Niltyand to prevent collapse weh possbie personal Inlmy c d property damage. For general guidance regarding the storage, delivery, erection and bracing of trussesmal imsvWslems. seeAmsWI1 Guamy C@a1b, DsB49 and SCSFRaUding Component 6804 Parke East Blvd.fadicatter, Safetybfoenafloretvallable from Truss Plate Instate. 218 N. Lee Slreel. Suite 312, Alexandra VA 22314. Tempe, FL 33510 Symbols PLATE LOCATION AND ORIENTATION 13 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 04le For 4 x 2 orientation, locate plates 0-'a4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location detaBs available in MflTek20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 To slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. IndusfryStandards ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Builtling Cornponent Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown In sixteenths scale) It1I (Drawings not to scale) 2 3 TOP CHORDS JOLNIS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1.. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane al -joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at fime of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, orgreen lumber. 10. Camber !so non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12, Lumber used shall be of the species and sae, and In oil respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing of 10 ff. spacing, or less. If no ceiling is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and bad vertically unless indicated otherwise. 18. Use of green a treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back wads and pictures) before use. Reviewing -pictures -alone- is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.