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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with A 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® FILE COPY RE: 1553274-PSLP-JONES - MiTek USA, Inc. Site I (formation: 6904 Parke East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIESSubdivisiProject Name: JONES Mode mpa, FL 33610a1`19ANNE® Lot/B By City Address: IORT PIERCEIVE State: FL St LUCte CDU11t Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: I License #: City: I State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design, Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 26 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# JTruss Name I Date No. Seal# Truss Name Date 1 IT15186560JAl 9126/18 118 IT15186577 CJ5 9/26/18 12 IT151865611A2 19/26/18 112 1T15186578IEJ7 9/26/18 I3 1 T15186562 I A3 9/26/18 120 1 T15186579 HJ7 19/26/18 14 I T15186563 9/2 12 18658 01 V02 9/26/18 15 T15186564IA5 /26/18 1T51 9/26/18 6 T 23 T151866558824V03 9/2 7 T1518666A6 5 9/26 4T15186583VO4 9///118 18 I T15186567 I A8 19/26/1812 25 T151 V05 9/26/18 19 I T15186568 I A9 9/26/18 126 I T151865851 V06 19/26/18 110 T15186569 A10 9/26/18 1 1 it 1 I T15186570 I Ill_19/26/18 112 T15186571 1 B2 19/26/18 113 I T151865721 B3 19/26/18 14 1 T15186573 1 B4 9/26/18 15 1 T15186574 B5 9/26/18 16 T15186575 CJ1 9/26/18 17 T15186576 CJ3 9/26/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. 1,urn1l4i UIN VF<<c ..ENS. •2 ��' P� 182 ,t ri STATE OF M kU Inc. RCart 663E 69 a East Blvd. Tampa Fl. 33610 Date: September 26,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Ply T15186560 1553274-PSLP-JONES Al Scissor �Qly 7 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220 s May 242018 MiTek Industries, Inc. Wed Sep 26 12:20:07 2018 Page 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKWit-M2vlgBfOoYUYrkMkZNXCHSCuC2m2BOOFNZoBs5yZme0 12-10-0 0 1 O, 8 -Q 0962h0.0 688I d1 LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPN0.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [net YES Code FBC2017frP12014 REACTIONS.. (Ib/size) 2=997/0-7-10, 6=997/0-7-10 Max Horz 2=136(LC 11) Max Uplift 2=-357(LC 12), 6=357(LC 13) Scale=1:46.4 4x6 = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.67 Vert(LL) 0.18 8-9 >999 240 MT20 244/190 BC 0.70 Vert(CT) -0.35 8-9 >864 180 WB 0.54 Horz(CT) 0.23 6 n/a rda Matrix-SH Weight: 1141b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc pudlns. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bmcing. FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23= 2540/1487, 3-4=-1760/1055, 4-5=-1760/1040, 5-6=-2540/1500 BOT CHORD 2-10=-1208/2232, 9-10= 1208Y2228, 8-9=-1239/2228, 6-8=-1239/2232 WEBS 4-9= 592tl 198, 5-9= 716/652, 5-8=0/276, 3-9=-716/653, 3-10=0/276 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=5.Opst; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exlenor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-10-0, Extedor(2) 12-10-0 to 19-M, Intedor(1)19-0-0 to 26-e-0 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 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Woe will fit between the bottom chord and any other members. 5) Bearing at)olnl(s) 2, 6 considers parallel to grain value using ANSVPPI 1 angle to gran formula. Building designershould verify capacity of bearing surface. 6) Provide mechanical connection (byolhers) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=357, 6=357. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 Q WARNING -VodfydWea,..I...dREADN01E50N THISMDWCLUDEDMREKAEFEHANCEPAGCUQ74Mmre 10,02WISSEFOFE USE. IJedgn valid tot Use only W,Ih Mllek9cronnectois. TNsdesIgn Is based only upon paometers shown. aM btot an earvictue Watling compoeeht. nor �- a Inns system. Before use, the building designer must Verify the oppllca l y of design paramefersand PO,,Ody InCOIp=l9 lhh design Into the overall a,eni brackg bu0al�deecuftecl MiTek' for stabllldyyantl oPreventcollan^..e vMlhrpossetle personal Injury and property comage. Fyor general Buldannea regarding lh 6904 Parke East BNd. fabrlC011en. storage. delivery. erection aM bracing of ftu S s and fruss Systems, seeAMaWpN Goals yCrE9M, DS049 and SCSI Bu9d9tD Component Tampa, FL 33610 Safctymfoenolb+nvc Hable from Truss Plate Inctllute, 218 N. Lee BlreeL Site 312 Alexandra VA22314. Job Truss Truss Type ' Oty, Ply T75186561 1 1553274-PSLP-JONES A2 Scissor 3 1 Job Reference (optional) BuildersFirslSource, Fort Piece, FL 34945 46 = ST1.5a&STP= 2.50112 6x8 8.220 a May 242U18 MIIeK industries, Inc. Wed Sep 2612:20:402018 Scale=1:46.2 3r raxn a l r— 6xa = LOADING (psi) 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 YES Code FBC2017/TPI2014 CSI. TC 0.73 BC 0.74 WB 0.55 Matrix-SH DEFL. In Vert(LL) 0.19 VerICT) -0.35 Horz(CT) 0.23 got) Vdefl Ud 8.9 >999 240 8-9 >859 ISO 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 1121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purtlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or4-8-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/slze) 6=924/0-7-10, 2=999/0-7-10 Max Horz 2=139(LC 11) Max Uplift 6=-315(LC 13), 2=-357(LC 12) FORCES. fa)�- Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2547/1554, 3-4=-1767/1073, 4-5= 1767/1111, 5.6— 2563/1606 BOT CHORD 2-9=-1302/2237, B-9=-1302/2233, 7-8= 1307/2250, 6-7_ 1312/2255 WEBS 4-8= 646/1205, 5-8=-733/663, 5-7=0/278,3-8=-7+6/650,3-9=0/276 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to S-0-O, Intedor(1) 5-0-0 to 12-10-0, Exterior(2) 12-10.0 to 19-0-0, Interior(l) 19-" to 25-4.3 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 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurenl 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 joirlt(s) 6, 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 6=315, 2=357. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 Q WARNING- VeNfydes/gnparsmefersandl? AD NOTES ON TNASANDWCLUDEDIOF KREFEfl NCEPAGEMI}74m,e.. lWDYle15 BEFORE USE Design Wid for use only Won Mrek®connecfw¢. RY5 design Is based only ullan parameters st own. and Is for of IntlMdual WOtling component. -1 a miss system. Before use, the x1ldlrxf designer must verily the appllcablllly, of design parameters and properly Incorporate this tleslgn Into the overall bu0dlrxl design. Bracing Indicated is to prevent bucklkV of VrtlNidual trust web and/or chord members only. AtleStlonal lemporary and permanent bracing Welk' Is always required for sladllty and to prevent collapse Win possfde personal Wary and property damage. For general guidance regarcling the fabrication. storage. delivery, erecilon and bracing of trusses and truss systems, seeANSUIP/1 GuaRy CrBeW. DS"9 and BCSI Building Component 6904 Perko East Blvd. Salety9Bormonanoval from Truss Plate ImfIMe. 218 N. Lee Sheet. SNte 319. Alexa vulft VA 22314. Tairyn. FL 33610 Job Truss Truss Type Oty Ply T75186562 1553274-PSLP-JONES A3 Common 4 1 Job Reference (optional) tmnaer mrsibource, rou Vince, rL n41J40 4x6 = 4 Scala = 1:44.7 ST1.5M STP = 3x4 = 3x4 = 3x4 = 3x6 = M = 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 FBC20171TP12014 CSI. TC 0.67 BC 0.77 We 0.43 Matrix-SH DEFL. in Vert(LL) .0.18 VerI CT) -0.32 Horz(CT) 0.05 (loc) Udefl Ud 7-9 >999 240 6-7 >951 160 6 n/a We PLATES GRIP MT20 244/190 Weight: 1161b FT=20% LUMBER- SPACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-10-7 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=934/Mechanica1, 2=1009/0-7-10 Max Harz 2=139(LC 9) Max Uplift 6=-320(LC 13), 2=-360(LC 12) FORCES. fib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1597/1047, 3-4=-1426/1028, 4-5= 1457/1086, 5-6— 1636/1107 BOT CHORD 2-9— 833/1366, 7-9=-404/920, 6-7=-850/1414 WEBS 4-7=-382/601, 5-7= 359/475,4-9=-350/558, 3-9=-325/450 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=5.Opsf; h=15fp Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-". Inledor(1) 5.0-0 to 12-10-0, Exledor(2) 12-10-0 to 19-0-12, Intenor(1) 19-0-12 to 25-7-4 zone; cantilever left and right exposed;" for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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-O wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of vnthstanding too Ito uplift at )oinl(s) except 61=11b) 6=320, 2=360. IT Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 A WARNWG-VBrllydesrgn P4 Vten And READ NOTES ON THISANDINCLUDEDMREKR£FERANCEPAGEMQ7473., 10WI015BEFORE USE *�■� Design valid for use only vAth N.IlekHconnectds. Phe design is based only upon parameters drown and is form Individual W9ding component not a truss system. Before use, fine WfIdIng designer must verify the opplicabelry of design parameters and properly Incorporate this design Into the overall buldarg design&acing Indicated is to prevent bucWing of irWMdual cuss web and/or chord members only. Atltlllbnal temporary and permanent bracing MiTek' Is dways matured for stabllity and to prevent c-ollanse wlih poss@'e personal him, arM reoperly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, weANARPII puafRy CR/ada, DSO-89 and BCSI BuSeferg Component 6904 Parke E.1 Blvd. SalefyfnlolmaflAmvallode from cra Rafe IntflMe. 218 N. Lee Street. Sure 31Z Neza ddm VA 22314. Tampa, FL 33610 Job Truss Truss Type ` Oty ply T15186563 1553274-PSLPJONES A4 Common 4 1 ' Job Reference o tional Bulloets rlfsteource, tort I'lece, rl J4e9a ,^ ,^.f ._ V. :�a➢^+�!!,������,�^^!"�. _"^^-..� ,,.,,r�� Scale=1ASA 4x6 = 4 3x6 = 3x6 = 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/TP12014 CSI. TO 0.63 BC 0.73 WB 0.40 Matrix-SH DEFL. in Ven(LL) -0.18 Vert(CT) -0.28 Horz(CT) 0.05 (too) Vdefl Ud 8-10 >999 240 2-10 >999 180 6 rids n/a PLATES GRIP MT20 244/190 Weight: 1181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-1-10 cc puffins. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-13 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=997/0-7-10, 6=997/0-7-10 Max Horz 2_ 1 P6(LC 10) Max Uplift 2=357(LC 12). 6=-357(LC 13) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1574/1010, 3-4=-1402/998, 4-5=-1402/998, 5-6=-1574/1010 BOT CHORD 2-10=-756/1346, 8-10= 348/898, 6-8=-779/1346 WEBS 4-8— 353/560, 5-8=-325/449, 4-10=-353/560, 3-10=-325/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vmd=124mph; TCDL=4.2psh, BCDL=5.Opsf; h=15ft; CaL II; Expr C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-10-0, Exterior(2) 12-10-0 to 19-0-12, Intedor(1) 19-0-12 to 26-M 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 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 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=1b) 2=357, 6=357- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 $904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 O WARNING -Vedfydaalgnparameleraend READ NOTES ON TH/SANDWCLUDEDMDEKREFERANCEPAGEME-74n.re. 10N31016SEFORE USE Design valid lorusa oNy with Mareksochnecfol, lhh design Is based onfy upon paramefert drown. and Is for an Individual bu9Nrg component, not a truce system. Before use, rinse braiding dedgner must verl/y nre apPllconary of drd,r parameters andt Wopedy Incorporate "design into the overall buedlrgtlesign. f➢mhgfrx ai [StoprevmtWc]dhgofMd mltnlsswebandlorchordmemb mr y. Adcatior l mpora mdpelmmentbrmiW MiTek' Is always required for stability and to prevent collapse wah pos No personal hluy antl property damme. For general guidance regaidlrg the fabrlcatbn, storage, delivery, eiecam and bracing of trusses and truss systems, seeANSUM11 Quality Caserta, DS"9 mM BC51 Ea8ding ComponOnt 6904 Parke Eesl Blvd. SaMlyDrfennatlan roolio to from T= Rate Institute, 216 N. Lee Sheet, state 312, AoxarWdo, VA 22314. Tarnpa. FL 33610 Truss TussType3274-PSLPJOyES r A5 Hip 1 1 Job Reference o tional BUIldOr§FlfstSource, tort Ylece, rL 34`J90 a.ccv a may 24Z iai, oo,i.w....,_.,, . ...,.. .,_y,..-.�.�_. ID:7k84E7CgbeTxm-Xyl ET6mAyKW 1t-BCG14FjBOOEhZigmvdecXjSyKTrEbB071VFW Scale=1:46.4 US = 4x6 = 4 5 ST1.5x8 STP = 'a - ST1.sxe 511, = 3x6 = 214 11 3x4 = 5x6 = 2r4 11 3x6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (too) I/dell Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.56 Vert(LL) -0.15 11-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Ved(CT) -0.2211-12 >999 180 BOLL 0.0 ' Rep Stress Incr YES We 0.35 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 125 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 4-3-11 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6.0-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 2=997/0-7-10, 7=997/0-7-10 Max Horz 2=119(LC 11) Max Uplift 2=-343(LC 12), 7=-343(LC 13) FORCES. gla),- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23--1653/1166, 3-4=-1215/932,4-5— 1030/894,5-6=-1215(932, 6-7=-165311166 BOT CHORD 2-12=-919/1402, 11-12= 919/1402, 10-11= 471/1030, 9-10— 91411402, 7-9=-914/1402 WEBS 3-11-490/515,4-11=-181/320, 5-10=-181/320, 6-10=-490/515 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=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Exlenor(2) -1-0-0 to 5-", Intedor(1) 5-0-0 to 11-0-0. Exterior(2) 11-0-0 to 23-1-13, Intedor(1) 23-1-13 to 26-8.0 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jtdb) 2=343, 7a343. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 ®WARNMG-VedlydeSEnpammeremand READ NOTES ON TN/ SANOWCLUOEOMNEKREFERANCEPAGEM67473roe 1WX0158EFORE USE Design venal for use only with MTeW connectors. Ns design Is based only upon parameters drown, and Is for an individual Wilding eanponent. not a tAtts system. Before use, the bWltling designer must verify the appllcablllN of design parameters and prope ly Incorporate Ink design Into 1h a overall istopreventWcW bond/orctwrdmembersoNy. AtlalilonolfempaaryandpelmalenlbraGlg MiTek' WadingdedOn. Hactrgindk;ate goflndlvkluolln> kaWw re Ure ft slobllllyandio Weventcollop WlhpomNepersonallnjuryandprop rtydamMe. rageneralguldanceregardli fabrication, storage, delivery, erection and bracing of trusses and 0ussystemz WOANSYNII OueMy C@e/b, DS849 and SCSIBu➢ddp Component 6904 Parke East BNd. SntofyhfomrafbmvaDable from Truss Plate lnsllMe. 218 N. Lee Street, Sulte 312. Nexan drla. VA22314. TaWa, FL 33610 Job Truss Truss Type Dry Ply T75186565 1553274-PSLPJONES A6 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 �1 a 4x6 = 8.220 S May 24 2018 MI I eK 5x8 = !no. Wed Sep 2612:20:442u18 ass = asS = �'� — 3x4 = 3x6 = Scale = 1:46.4 Plate Offsets(XY)-- f2:0-2-120-1-81 f5:0-6-00-2-81 (7'0-2-120.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.90 Vert(LL) -0.16 7-9 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.34 7-9 >875 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 120 lb FT=20% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=997/0-7-10, 7=99710-7-10 Max Horz 2= 99(LC 10) Max Uplift 2= 324(LC 12). 7=-324(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling direc"applied or 5-10-14 oc bracing. WEBS 1 Row at midpl 5-11 FORCES. (Ib) -Max. CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1555/1170, 3-4=-1369/1091, 4-5=-1203/1D23, 5-6= 1369/1091, 6-7=-1555/1170 BOT CHORD 2-11=-887/1326, 9-11— 64711203, 7-9=-877/1326 WEBS 3-11=-215/350,4-11= 158/392, 5-9=-193/392, 6-9=-216/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD1_=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (envelope) and C-C Exlmor(2) -1-0-0 to 5-0-0, Interor(1) 5-0-0 to 9-0-0, Exledor(2) 9-0.0 to 25A-3, Interor(1) 25-43 to 26-8-0 zone; cantileverleft and right Exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grid 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 nonconcunent wim any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=324,7=324', Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 �WARNWG-Vetl/ydssignpmamofemendNEADNOTES ON TRSANDINCLUDEDMDEKREFERANCEPAGEMB74n.s, 10O.0/2015 BEFORE USE Design wild for use oNy W h higeka conrreclas. one cledgn is tined unity upon parameters shown. and is for an InaPNWaI bui ding component, not �� a trues system. Before use. the Wading designer must veiny the applicabaltyo(dedgn parameters and properly Incorporate flits design Into the overall bIDdingdeslgn. Br c glndlcOedistopreventWalagoffM[Mwth ins band/orcl rdmem me y. AtltlltiorwltempwaryoiMpeimanenibradng MiTek' Is always required for stabailyand to prevent collapse wrh possmle persorel Injury and properly damage. For general guldarce regad w are fablcatlon. storage. delivery. erection and bracing of tmssesand truss systems, weANSUMIJ OUO/ByC&oft DS949 and BCSFBufderg Component 69M Parke EW Blvd. Safely NorenaBomvdlatoe from lnm Rate Institute. 216 N. Lee Street. Site 312. Alexandra. VA 22314. Tanya, FL 33610 Job Truss Truss Type Cry Ply T75186566 1553274-PSLP-JONES A7 Hip Girder 1 1 Job Reference (optional) Builders FlrstSOurce, hon Fleas, I-L'J4a4b 41 0 Special NAILED Special 5xB = _ NAILED NAILED 2x4 II NAILED NAILED 5xe 2x4 II NAILED NAILED 5xe = NAILED NAILED px4 3x6 = 11 3x6 - special NAILED Special Seale = 1:46.4 LOADING (psp TOLL 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 ]nor NO Code FBC2017frP12014 CSI. TC 0.94 BC 0.96 WB 0.46 MatdxSH DEFL. in Vert(LL) 0.23 Vert(CT) -0.33 Horz(CT) 0.12 (lot) Vdefl Ud a >V9e 240 9-10 >902 180 6 n/a Iva PLATES GRIP MT20 2441190 Weight: 1161to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathfng directly applied. 3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-10.0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ih/size) 2=1885/0-7-10, 6=1885/0.7-10 Max Horz 2=79(LC 7) Max Uplift 2=586(LC 8), 6= 886(LC 9) FORCES. (lb) - Mau. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3483/1622, 3-4=-3840/1884, 45= 3B40/1884, 5-6=-3483/1622 BOT CHORD 2-10=-1410/3004, 9-10=-1411/3026, 8-9=-1348/3026, 6-8=-1347/3004 WEBS 3-10= 44/656, 3-9= 548/1024, 4-9= 713/660, 5-9=-548/1024, 5-8=-44/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.OpsF h=15ft; Cat. II; Exp C; Encl., GCpi-0.18: MW FRS (envelope); 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 anyother 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 tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=886, 6=886. 7)'NAILED' Indicates 3-10d (0.148"x3") or 3-12d (0.148°x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2021b down and 290 lb up at 7-0-0, and 2021b down and 290 lb up at 18.8-0 on top chord, and 323 lb down and 131 Ib up at 7-0-0, and 323 lb down and 131 lb up at 18-7-4 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). IT LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads Qb) Joaquin Velez PE No.68182 Vert 3=-155(F) 5=-155(F) 10=-323(F) 9=-58(F) 4= 105(F) 8=-323(F) 11=-I05(F) 12_ 105(F) 13= 105(F) 14=-105(F) MITek USA, Inc, FL Cent 6634 15= 58(F) 16- 58(F) 17=-58(F)18=-58(F) 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 ,&WARNING-VeNrydeslynparamerorsand READNOTES ON TN/SANDINCLUDEDMREKREFERANCEPAGEM 74mmv. IONMMS BEFORE USE Design vaild for use only Wth MiffelcD connectors. lies desto E based only upon parameters shown and Is tot an Indhxdual buidi g component not a frus system. Before use. the bullring designer must verify the oppllcaMlty of design parameters and properly incoreorafe Ihls deskan Into one overall buadng design. tgacesg lndkaletlhio buckling o(axlMdud M1us webarid/or cnord members only. Aadtbnd lemporaryarstl peimareni bradsg MiTek' prevent Is always tequeed lot stability and to prevent collapse Wth possmle penal Injury and property damage. For general guldance regarding the faMcatlon. storage, delivery, erection and bracing of losses and truss systems weAAMMIJ Qualify C@ed%DS84➢ and BCS1 BuRdbly Component 6904 Parke East Blvd. SablyrNormalbpavdlabte from Truss %ale VallUe. 218 N. Lee Sheet. Site 312, A oxandilo. VA 22314. Tampa, FL 33810 Job Truss Truss Type Oty Ply T15186567 1553274-PSLPJONES As Half Hip 1 1 Job Reference (optional) Builders Rrst50urce, 1­011 Floes, hL U494b a.zm is mac [e ea io mi en muusniva, 4— vwu ovp co m.nv.4u zw roye , , n.r,.oe Frr..l...r..... v..¢r ...n.Al,nluvovno„nYCum((liriPnnFnomc11Vr0(1FcvnvLl4nOmRn Scale=1:45.2 Sx8 = 2x4 II 3x6 = 4 5 14 6 STI.M STP= „ _ r 3x6 = 2x4 II 3x4 = 3x4 5x8 = 3x6 11 LOADING (psi) TCUL 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/TP12014 CSI. TC 0.65 BC 0.58 We 0.44 Matrix-SH DEFL. In Vert(LL) 0.08 Ven(CT) -0.16 Hcrz(CT) 0.04 (lot) Udell L/d 10 >999 240 7-8 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 142 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc puffins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 5-1-13 oc bracing. WEBS 1 Row at midi t 4-8, 6-8 REACTIONS. (lb/size) 7=931/Mechanical, 2=1006/0-7-10 Max Horz 2=292(LC 12) Max Uplift 7=-380(LC 9). 2=-326(LC 12) FORCES. Gb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1665/1075, 3-4=-1243/844, 4-5=-933/681, 5-6=-933/681, 6-7=-867f710 BOT CHORD 2-11=-1261/1411. 10-11= 1261/1411, 8-10= MI1060 WEBS 3-10=-409/481, 4-10=-169/389, 5-8=-453/508, 6-8= 842/1155 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsh h=15fh Cat. II; Exte C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Exledor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0. Exterior(2) 11-0-0 to 19-5-13, Interior(t)19-5-13 to 25-6-4 zone; cantileverleff and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) " This Imss 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, with BCDL = 10.Opst. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001b uplift at joint(s) except 01db) 7=380, 2=326. Joaquin Velez PE No.68182 M7ck USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 O WARNMG. VedIyd lgnpammeferaan4RE4ONOTES ON TNMMONCLUDEDUI KBEFERANCEPAGEMIF74".. 1MV2015 BEFORE USE Design valld for use orry W,ih htgek4Dconnacfors.INstledgn h basetl oNyupon Valametersdlowtl, antl is for an ha Mtlual WRding component, not a truss system. Solana use. the buading designer must vedfy the applicabUIly of design parameters and property tncolporale m8 c/eslgn Into the overall Wdingdeagn. Ikachg kdkxrted is to prevent buckling oflnCMdual W. web and/of chord members only. Addiliorx9lemporary mtlpesmaneni bracikg Mew Is always required for stability and to prevent collapse with possi persarxd lnlury and property damage. For general guidance regarcling the fabikallon storage.delivery. erection and bracing of fusses and truss system%weANSUipit Qualify ClOnria,DSB-09 and BCSt Bulling Component 6904 Parke Ertel Bvd SaretyWannalbmvdlabis from Truss Rate InsllMe, 218 N. Lee Meet. Suite 312. A/exandda. VA 22314. TaWa, FL 33610 1553274-PSLPJONES IAe T15186568 11 -1-0.0 4.9< 9-0-0 17.4-0 25-8-0 1-0-0 4-9-4 4-2-12 8-4-0 a-0-0 Scale = IA4.9 5xe = 5x8 = 3x4 II 4 5 12 6 ST1.5xa STP = 3x4 = 3x4 = 3x4 = 61t8 = 3x6 = LOADING (pst) 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/TPI2014 CSI. TC 0.83 BC 0.75 We 0.63 Matrix-SH DEFL, in Ven(LL) -0.14 Ven(CT) -0.30 HOrz(CT) 0.05 (loc) Vdefl Ud 2-10 >999 240 2-10 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 1331b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc puffins, BOT CHORD '2x4 SP No.2 except end venicafs. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-24 oc bracing. WEBS 1 Row at micipl 4-8.5-7 REACTIONS. (lb/size) 7=931/Mechanical, 2=1006/0-7-10 Max Horz 2=243(LC 12) Max Uplift 7=-384(LC 9)12= 313(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1620/1134, 3-4=-1402/926, 4-5=-1232(856 BOT CHORD 2-lG--1254/1393, 8-10_ 910/1218, 7-8= B59/1227 WEBS 3-10=-224/391, 4-10=-100/357, 5-8=0/357, 5-7=-1373/970 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsh h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 9-0.0, Exterior(2) 9-0-0 to 17-5-12, Interlor(1) 17-5-12 to 25-6-4 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) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pst 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 vide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except Qtdb) 7=384, 2=313. Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 26,2018 O WARNING. Vedfydes/gnpammetemand REAONOTESONTHISANDWCLUD£DMREKREFERANCEPAGEMIFT4T]fee 10172015eEFOREUSE M9eL6mnnlffner This desly Noonpmameramelem 6pely descomponent,not th tkbasedoNy nand and pmpedy mcoryomte InR tlesl0n In10 the overall a bus system. Before use, the must anpllcoblllly of de / Iwmm cottooral thK a timvalidtotusee ova.rf MiTek' WU othe l.v.er cried me txmrnredequir &ach0 illtya dtopr vent 0110PIdWithpntllvltlualtmsWebaaury ndVooanydamars . For geneonallempororyaMpetmomntbraGig aoiing of wlih Passibleueootemtsonal l seandpropenydama0e. For SB-6 a anraud tsaiways required M.ro for eflvelly and lion and B=811onco e01bg Coing the and Hotline, s, OSS-0g Dnd SCSI BUgdhg Component labdcatbn. stora0e, delNeryrom 6904PaFL East Blvd. Simssauto31 9exan la.VA2231CIMM, True 18 N. SO/ely In/ognalbmvoilable from Tim Bate InsaMe, 21a N. Lee Slreet.5ulte 312 Alexontlda. VA 22314. Terrya, FL 33610 Job Two Truss Type Dry Ply T15186569 1553274.PSLP-JOKES A10 Half Hip Girder 1 7 Job Reference (optional) uunaers rlrsr�ou ca, ran rise., n,ay ,,— ••=� �=r -- •- .-- -•- • -n- . ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1t-IOOW FtghKgkG41 W6hoZgMtH9m$PLiHfYgtHlw_yZm8M 4-0-0 7-0-0 1334 16.412 1-1-0-0TO-0 6-3-4 8 I 2& m es0 ST7.5x8 STP= 3x6 = Scale=1:46.6 Special NAILED NAILED NAILED 4z6 = NAILED NAILED 3x4 _ NAILED NAILED Sx8 __ NAILED NAILED 5z6 = 3x4 = NAILED NAILED 3x4 = 4x6 = Sx6 = NAILED NAILED 3x8 MT20HS II Special NAILED NAILED NAILED NAILED NAILED LOADING (pat) TOLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.77 We 0.72 Matrix-SH DEFL. In (loc) Udefl Ud Vert(LL) 0.23 10 >999 240 Vert(CT)-0.3310-11 >904 180 Horz(CT) 0.09 7 n/a Was PLATES MT20 MT20HS Weight: 129 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD '2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or4-7-13 oc bracing. BOT CHORD 2x4 SP No.t WEBS 1 Row at midpt 6-8 WEBS 20 SP No.3 *Except* 4-11,5-10,6-8: 2x4 SP NO.2 REACTIONS. (lb/size) 7=2061/Mechanical, 2=1848/0-7-10 Max Horz 2=193(LC 23) Max Uplift 7=-1004(LC 5), 2=-844(LC 8) FORCES. pb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-3413/1595, 3-0_ 2983/1472, 4-5=-3711/1826, 5-6= 2748/1333, 6-7_ 1902/1062 BOT CHORD 2-11=-1462/2943, 10-11=-1826/3711, 8-10= 1370/2798 WEBS 3-11=-243/973, 4-11=-842/464, 4-10= 246/403, 5-10=-531/1061, 5-8=-1241/904, 6-8=-1504/3106 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsh, h=15fh Cal. II; Exp C; Encl., GCpl-0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par 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 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=Ib) 7=1004,2=844. 8) "NAILED" indicates 3-1 Od (0.148'x3') or 3-12d (0.148x3.25) foe -nails per NOS guidImes. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 290 Ito up at 7-0-0 on top chord, and 323lb down and 131 (b up at 7-0-0 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Root Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3=-54, 3-6=-54, 2-7=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6004 Parka East Blvd. Tampa FL 33610 Date: September 26,2018 AWARNING.VndydealgnpararnateraandREADNOTES ON TNSANDWCLUDEDMREKREFERANCE PAGE W74T3me 10s=015 BEFORE USE. Deslgn wild for use onlywith M6ekP, acnneclois. This design Is bosed only upon ryoranetels stwwn, antl is farm IntllAdual bustling component trot a frm system. Before use, the bdIdIng designer must verily the appllcablllly of design pgamelers and properly Incoryorate this design Into the overall bAdrg design.&a g[Wk: a blopreveMWWhgofiWWwlaussweband/orchordmembersohiy. Addnior temps mdpemn nlbraCUg MiTek' Is always sequeed for stabaily and to prevent oollansew1h possible personal lnjuryanel propedy damage. For generof gutlmce reggr9ng the fabscatlon. storage.delivery. erectlon and bracing of tmssesand truss systems, seeAAu;W1I Qua/Cy CrBerb, DS949anLBC51 Building Component 69M Perks Een Blvd. Salltylnl0rmafkKxrvallabla from inns Rafe Insf rme. 218 N. Lee street. Sure 312. Alexandra, VA 22314. Tanya, FL 33610 Job Truss Truss Type Oty Ply T75186569 1553274-PSLP-JONES A10 Half Hip Girder 1 1 Job Reference o Lionel Builders FirstSource, Fort Piece, FL 34945 meev s may 24 euro whisk inousnes, mc. sxeuoeP2612.20.392019 PaijG2 ID:7ka4E7CgbeTxm_Xyt ET6mAyKW 1t-100W FIghK9kG41 W6hoZgMtH9msPLfHfYgWlwyZmeM LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-155(B) 5= 105(B) 11=-323(B) 4=-105(B) 10= 58(B)12= 105(B) 13= 105(B) 14=-105(B) 15= 105(B) 16= 105(B) 17= 105(B) 18= 120(B) 19= 58(B) 20=-58(8)21— 58(B)22=-58(B)23=-58(B)24=-58(B)25= 58(B) 26=-64(B) ®WANNWG.Vedlydeslgnpaznatemand BEADNOTES ON MISAND/NCLUDEDMI KBEFEBANCEPAGEOb7473n,v. 104VU)ISBEFOBEUSE Design veld for Use oNy with MRekG ca"Innaors. lhtsdeugn is based orny upon parameters shown. and Is fa an halvkklal luldrsg component, trot a truss system. Before use- the bulltling deslgner mum vedy the oppllcabllty, of design parametersand propetly Incorporate Ihh deslgn Into the overall buldlrgcodgn. Wa glss atedlstolxeventWckllagotMs wtnwwe ce /oreMrdmemb mrs y. Atldltbnallemporaryandpermanentbadng MOW Is always motioned for stability and to (prevent collapse w0h possble per arb In)ury cast property damage. For general guidance ago,cirg me fandcatlai storage. delivery. erection and brocing of busses and truss systems, seeANWJI OUDIBy CM&W, DSB49 and SCSI Suildlog Component 6004 Parke Eest 13W. Sdety lnfonnatbmvmloble horn Truss Plate Institute, 218 N. Lee Street. Suite 312, Plexardata, VA 22314. Tampa, FL 334510 Job Truss Truss Type Oty Ply T15186570 1553274-PSLPJOIJES B1 Common Girder 1 2 Job Reference a tional Builder: FirstSource, 2 Fort Piece, FL 34U4b 3x8 i 6.00 FIT 4 3x4 i O.LLu 5 M3y L9 LVIO , Iv11 tla rru.iuiv, IM-. vvav oay cG ID:7k84E7CgbeTxm_Xyl ET6mAyKW tt-UYBgYepakX6wjsEgcGFJCEAsI 163-71 20-03 25-8-0 3-5-11 &8-8 5.7-13 4x6 = 5 FASTEN TRUSS TO BEARING FOR REACTION THE UPLIFT RTION SHOWN REACTING 3x4 � WHILE PER UPWARD MOVEMENT OF THE BEARING. 6 1 13 14 12 15 11 16 10 17 TP = Ox8 a4 II HTU26 6x0 = HTU26 Tdo = HTU26 sure = HTU26 HTU26 HTU26 18 I. ST1.5x8 STP = 3xe II HTU26 ST1.5x8 STP = 3x8 Scale = 1:50.1 Iv LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 Verl 0.14 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT)-0.2012-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.64 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 329 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing atrocity applied or 4-6-12 oc purlins. BOT CHORD 2x6 SP 126 BOT CHORD Rigid calling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.3 *Except' 7-10: 2x4 SP No.2, 7-9: 2x6 SP No.2 REACTIONS. (lb/size) 8= 959/0-7-10, 9=6917/0-7-10, 2=3482/0-7-10 Max Harz 2=140(LC 7) Max Uplift 8=-1038(LC 19), 9— 2700(LC 9), 2=-1499(LC 8) Max Grant 8=467(LC 7). 9=6917(LC 1), 2=3482(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 2-3_ 7164/3073, 3-4=-5826/2486, 4-5= 3650/1537, 5-6= 3634/1547, 6-7— 2763/1094, 7-8= 939/2228 BOT CHORD 2-13=-2765J6284, 12-13=-2765/6284, 11-12=-2157/5165, 10-11=-842/2414, 9-10=-1917/867, 8-9=-1917/867 WEBS 3-13=-473/1114,3-12=-1282/694,4-12=-1518/3337,4.11=-3235/1580, 5-11=-1264/3020, 6-11=-612/1386, 6-10=16267756, 7-10= 2137/5414, 7-9=-5740/2333 NOTES- 1) 2-plytruss to be connected together with 10d (0.131'43) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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=4.2psh BCDL=5.Opsg h=1511; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of UOss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 8=1038,9=2700,2=1499. 8) This truss has large uplift reaction(s) from gravity load case(s). Proper connection Is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions Indicated. Joaquin Voter PE No.68182 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-1 DOM 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to MiTek USA, Inc. FL Cart 6634 connect Wastes) to front face of bottom chord, 6904 Parke East Blvd. Tampa FL 33810 10) Use Simpson Strong -Tie HTU26 (20-1Dd Girder, 11-10dxl 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. Date: starting at 9-0-12 from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. September 26,2018 11) Fill all nall holes where hanger is in contact with lumber. L&SyARNWTerny§93lg4arsaw--dRE4ONOTE60N THIS AND WOLUDEDMREKREFERANCE PAGE UR7473mv. fdV=015 BEFORE USE Design valid for use only Win MITek9 convectors. TMS design is hosed only upon barometers shown, and is tot an YWlvidual bulding comUanent.not � a hurt system. Before use, me bulldng designer must verify the appiicab01ty of design parameters and properly Incomorate tints design Into me overall brAcingdesign. 0achghxacaledlstopevent WeNiaoflndNWuafl webo lorcMrdmembersonly. Addeondlemporaryand We owntMachg MiTek' Is always, required for stability and to prevent coilopse Win possiNe personal Injury and property damage, Forgeneraguldonceregardrrothe fabrlcafb¢ storage, delivery, erection and bracing of trusses and truss systems seeANSU7p1F OuaRy CIDORI, PS049 antl SCS11WHdhg Component 6904 Parke East Blvd. Sahtyh/oRnatkrmvdlable ban Tens Plate hstiMe, 218 N. Lee Streeh, Suite 312, Alexandria, VA 22314. Ta"a, FL 33610 Job Truss Truss Type Dry PIY T75186570 1553274-PSLP-JONES B1 Common Girder 1 2 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 8.220s May24201SMirekindusWes,lnc. Wed Sep2612.20.5020f8 Paget ID:7k84E7CgbeTlan_XytET6mAyKW 1t-UYBgYepakX6NjsEgcGFJCEASIExkHh9M5RNpryZmeB LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 12=-911(F) 11=-914(F) 14= 2041(F) 15=-911(F) 16= 914(F) 17=-914(F) 18= 914(F) Q WARNING -Vsdrydeslgnpasmetercarud READNDTES ON TNISANDWCLODEDMNEKREFERANDEPAGEM➢-74TJmv. UVOU2015BEFORE USE Desgn valld for use only Wih MifeMconnectors. ihlsdeslgn Is based only upon parameters shown. and h form YWMtlual bolding component not a truss system. Before use, the bWlding designer must vedfy the appllcabury of design porameters and pOpilly Incorporate thisdesign Into the overall chord members only. Addlfiorrattemporarymdpermanenfbrochg M!Tek' buldrgdesgn. arasMgeacatedIstoprevembucklingofindlAdualhuswebandlor Is always required for stablllly and to prevent collapse wllh possible personal Injury and popery damage. For general guidance regarding the fabricatbn storage. delivery ercollon and bracing of trusses and thus systems seeAN*7116uatey CrBerla, DSB49 and SCSI Suldbg Component 6904 Parka Eest Blvd. SalstyMbnnafbr dlade hom inns Rate Institute, 218 N. Lee Sheol, State 312, Nexanada, VA 22314. Tows. FL 33610 Job Truss Truss Type City Ply T15186571 1553274-PSLP-JONES B2 Common 2 1 Job Reference (optional) emmers Hrstbource, YOn 19BCe, YL"494b i.u—M..,,�n.. innLon C'lrn6nTvm v„¢Tame„I[\n111-v419m nCVrFTNrglafl.lnl lcPnHNiaf)Ti M.IhRel 4x6 = 4 a 13xA =� r 2x4 11 axe = ST1.5x6 STIR V - - 3x4 = 2x4 II Scale=1:49.6 LOADING (pet) 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 Mor YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.51 WB 0.67 Matrix-SH DEFL. in Ven(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.02 (too) Met Ld 9-10 >999 240 9-10 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 123 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-7-10, 8=1069/0-7-10, 6=156/0-7-10 Max Horz 2= 136(LC 10) Max Uplift 2=-294(LC 12), 8=-332(LC 13), 6=-95(LC 13) Max Grav 2=770(LC 1), 6=1069(LC 1), 6=193(LC 24) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) orless except when shown. TOP CHORD 2-3=120&746, 3-4— 6331484. 4-5=.634/498 BOT CHORD 2-10=-545/1016, 9-10=-545/1016 WEBS 4-9-25/264, 5-9=-255/642, 5-8= 928!l29, 3-9-5911528. 3-10-0/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUi1=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsh h=15B; Cat. II; Fxp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-10-0, Extedor(2)12-10-0 to 18-10-0, Interior(1) 18-10-0 to 26-8-0 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 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 wit 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) 6 except et --lb) 2=294, 8=332. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September26,2018 Q WARNWG- Verlrydaege paremefemaAd RE40NOTES ON WISAND mCLUOED MNEBHEFERANCE PAGEMP747SreV. 10NTR015 BEFORE USE Daslgn void for use oNywim Mlrek9 connectors. lNs design Is based only upon parameters shown. and h for an ksoiNtlual Wetling component, not a truss system. Before use, the buliding designer must verify Inc oppllcoblllty of design parameters and properly inconeorate this design Into the overall buedlnUcieslgn. BracinghdW atedistoMvenlbucklingoflndlvldualt wu band/orel dmembersoNy. AcIdnonaltemporaryandpermmentleracing MiTek' Is always raqulrecl for stabaiy and to prevent collapse w possle a personal lnlury and Wopelty damage. For general guidance rmard g the fatMcatiom storage, delivery, erection and bracing of cusses and truss systems, weANSVIPIJ Quality CrBede, OS849 and BCS/ guSderg Component 6904 Parka Eest Wed. SaMy Normafbmvallade from lace Rate lnsllMe.216 N. Lee Streat. State 312, A1excri VA 22314. Tanpa,FL 33610 Job Truss Truss Type Oty Ply T15186572 TIJb 1553274-PSLPJONES B3 GABLE 1 Reference(optional) Builders FirslSource, Fort Piece, FL 34945 8.220 s Mav 24 2018 MiTek Industries, Inc. Wed Sep 26 12:20:52 2018 Scala=1:46.4 4x12 i 4.6 = 3 I< d "" — 3x4 = 3x4 = 3x4 = 18 19 17 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lot) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.3219-20 >768 too BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 15 n/a n1a BCDL 10.0 Code FBC20171TP12014 Matdx-SH Weight: 147 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 6, 9, 11, 7 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-11-10 except (jt=length) 2=0-7-10. (lb) - Max Horz 2=136(LC 11) Max Uplift All uplift 1001b or less at joinl(s) 17, 19, 15 except 2=312(LC 12), 18— 327(LC 13) Max Grav All reactions 2501b or less at joints) 17, 19, 19 except 2=870(LC 1), 18=689(LC 1), 15=345(LC 1) FORCES. pb) - Max. CompJMax. Ten. -All tortes 250 (lb) or less except when shown. TOP CHORD 2-3=-1376/834, 3-4=-1229/822, 5-8= 393/358,8-10=-365/253, 10-12= 384/203, 12-13=-528/246, 13-14=-332126, 14-15= 437/9,4-6= 745/511, 6-7=-669/441, 7-9= 7251546, 9-11= 774/605, 11-19=-694/545, 4-5=-402/357 BOT CHORD 2-22=-593/1165, 20-22=-254/816, 19-20=-443/1020, 18-19=-347/0, 17-18--0/347, 15-17=0/347 WEBS 7-8= 144/250, 13-18=-546/545,4-22=-285/409,4-20=-157/345,3-22=-250/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psN BCDL=5.Opsh, h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5.3-4, Intenor(1) 53-4 to 12-10-0, EMedor(2) 12-10-0 to 18-10-0, Intedor(1) 18-10-0 to 26-8-0 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 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVlPI 1. 4) Provide adequate drainage to prevent water panning. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. B) ' 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 lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 17, 19, 15 except Qt=1b) 2=312. 18=327. 10) Graphical puffin representation does not depict the size orthe orientation of the puffin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September26,2018 Q WARNING.Ved/ydesrgnpammetersandNEIONOTES ON TNSANOWCLUDEDMREKNEFEMNCEPAGEM➢-74Mre.. 10113,2715BEFONEUss Design valid for use only with Mlleka coonealas. Ns design Is based only upon parameters sr evm, and Is for a, tndMdual W9tling component not a truss system. Before use. the bWiding deugner must verify the appllcabOlN of design Parameters and poariy incorporate this design Into the overall bulling design. Bracing indicated is to buckIN of irWMduai teas web and/or chord members only. Additiorsal temporary antl permanent bracng MiTek' prevent Is always required for dablily and to prevent ailase v41h poodiee personal Inlay antl poWdy damage. For general guidance regarding the fabricat1om storage, delivery, erection ond txsse acing of trams and truss systems, smANSUIP11 QualityCrBe, DSB-09 and BCSI BuBtlNH Component East 69o4 Parke East Blvd. Safstybdolmafbinvailoble it= Truss Rate Institute. 218 N. Lee Sooet. Su fe 312 Alexandre. VA 22314. T.".. rL Job Truss Truss Type aly Ply T75186573 1553274-PSLP.JOyES B4 Common 3 1 Job Reference o tional Ballder� rlrstsource, FOn I'Me, I-L"J4aa0 .^ .^.^ V.. 'oy<.<vm m„r;n umuo,n��_,��. Scale=1:36.7 46 = 4 v� ,..,nv.., �. — JF9 — fin•, — en•, — 3x4 = 3x4 = LOADING (psi 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/TPI2014 CSI. TC 0.41 BC 0.47 We 0.21 Matrix-SH DEFL. In Vart (LL) -0.05 Ven(CT) -0.12 Horz(CT) 0.03 (loc) I/dell L/d 648 >999 240 6-8 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=800/0-7-10, 6=800/0-7-10 Max Harz 2=-110(LC 10) Max Uplift 2=-290(LC 12), 6= 290(LC 13) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1226/826, 3-4=-1080/815, 4.5= 1080/815, 5-6— 1226/826 BOTCHORD 2-10=-601/1031.8-10=-274/697, 6-8=-629/1031 WEBS 4-8=-295/410, 5-8= 245/371, 4-10=-295/410. 3-10= 245/371 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=5.Opsh h=15R; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-3-4, Interior(1) 5-3-4 to 10-2-0, 6dedor(2) 10-2-0 to 16-2-0. Intedor(1) 16-2-0 to 21-4-0 zone; cantilever left and right exposed ;C-C for members and [areas $ MW FRS for reactions shown; Lumber DOL=1.60 plate little DOL=1.60 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with anyother live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 He uplift at (oint(s) except lit=lb) 2=290, 6=290. IT Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 26,2018 Q WABNING-VeMydeslgnpemmetemwdREADNOTESON MMMOINCLUCEDUREKREFERANCEPAGEAC74"mre I&DUU2015BEFOR£USE Design vede for use oWWth NiliekO Conhecfors. Aisdasign is bared oNy upon parameters spawn, ontl Is Ior an rrxfl ual bulding component rot o Luss system. Before use, the Wilding designer must ve0fy the appllcablllly mdesign parametersmyJ properly Incorporate Iris design Into the overall ImpdVpdesign. Addlllondtemporoyandpermonentbraclrg MiTek' Is always required for slabllllyantl to prevent collapse with possible personal Injury and propeM damage. For generd guldance fogarckw me 6904 Parke Eed Blvd. fabrlcalbastorage,delNery,erectlonontlbracingofhussesandtrusssystems.WCANSWIt OuaOy CrSeda,DSO.89and BCSIBu9ding Cam➢anent Tampa. FL 33610 Sally Nfonna/bmvdldYe from lost Male Institute. 218 N. Lee Shoot. Wt. 312, AJexcndd¢ VA22314. Job Truss Truss Type 'Dry Ply T75186574 1553274-PSLP-JONES BS Common Supported Gable 1 1 Job Reference o tional Builder: FirslSource, Fort Piece, FL 34945 ti mezv s May 29 zulo run en sun5muS. Inc. Wed any co 4x6 = Scale=1:37.0 3x4 - 23 22 21 20 19 is 17 16 15 14 J%4 _ 3x4 = 20-4-0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.13 Ved(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Verl(CT) -0.00 13 nil 120 BOLL 0.0 Rep Stress lncr YES We 0.09 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 103 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD '2x4 SP No.2 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. Ali bearings 20-4-0. (Ib) - Max Ho¢ 2=-110(LC 10) Max Upllit All uplift 100 Ib or less al)oint(s) 2, 20, 21. 22, 23, 17. 16. 15. 14. 12 Max Gmv All reactions 250Ib or less at joint(s) 2, 19, 20, 21, 22, 23, 17,16,15,14, 12 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6= 74/291, 6-7_ 105/376, 7-8=-105/382, 8-9=-74/297 WEBS 6-20=-116/299, 5.21=-107/301,4-22- 107/275,3-23=-113(300, 8-17= 116/299, 9-16=407/300, 10-15=-i07/275, 11-14- 113/300 Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=160111ph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpI-0.18; MW FRS (envelope) antl C-C Comer(3) -1-0-0 to 5-0-0, Exterlor(2) S-M to 10-2-0, Comer(3) 10-2.0 to 16-2-0, Fxtedor(2)16-2-0 to 21-4-0 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 100 lb uplift at)oint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12. 10) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) 2, 12. Joaquin Velez PE No.68182 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 26,2018 A WARNING -Vadrydas/gnparsmetars and READNOTES ON THIS ANDWCLUDEDMREKREFERANCE PAGEMIF7=tvy. 10032015eETOREUSE Dadgn vend for use only with Ml/ekD connecton. this design b based only upon potamelen shown. and Is for an Individual Watling component. not a thes system. Before use, the Wilding designer must verify the applicability of design Parameters and properly Incorporate IhB design Into the overall IndicGleal Is to fIndividual andlor chord ers the neni bra:trg MiTek' aAltty and to prevent cnoilapse withcklIng Is always requlretl for is(iposslbl pessar�ul I bUay and property tlamage Nwr generaluidance rreeg�rg rabslcatbn, storage, delivery, erection and bracing of trusses and truss systems raa WaVWjj Oua/Dy Criteria, DSgdg and RC51 Rulding Component 6904 Parke East Blvd. earety, Nlonnafbnavallable from iru.¢ Rate InstlMe. 218 N. Lee Sheet. Site 312. Plexandfla. VA 22314. Tanpa, FL 3w10 Job Truss Truss Type Cty Ply T15186575 1553274-PSLP-JONES CACorner Jack 6 1 Lb Reference o tional Hullaere I-Ingbource, tort dace, rL a4n4b 2x4 = ST1.643 STP = Scale =1:7.0 Plate Offsets (X Y)-- 12:0-1-4 Edoel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017fTP12014 Matdx-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid miring directly applied or 10-0-0 as bracing. REACTIONS. (Is/size) 3=-8/Mechanica1, 2=125/0-7-10, 4=9/Mechanical Max Harz 2=44(LC 12) Max Uplift 3=-8(LC 1). 2=-63(LC 12) Max Grav 3=18(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15R; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(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) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke EBat Blvd, Tampa FL 33610 Date: September 26,2018 Q WARNING-Veraydealgnparemefarsand READ NOTES ON THMMDWCLUDEDMBEKREFERANCEPAGEMIF7479mv. 1=2015BEFORE USE Design Vaud for use only wiiM NIITekiiicomecim. rw design h based mV upon parametersshown. antl Is form krdMtlual buedng component net a huss system. Borore use, the bdiding designer must Verify the appllcaUlly of design parameters and properly Incorporate this design Into the overall bulcongdeOgn. Bracing indicated Is to Individual frussweband/or clxsrdmembers my. Addllb fe.Wa ymdl manenftracing MiTek' preventbucellrpof BalwayxregWredfotstadlltymdlopmventcollapsewlthp %lNeWmnaltnjM Wom rtydamage. Forgeneralgultlmceregardrgthe fabilaatlon. storage. delivery, erecllon antl bracing of tiussesmtl trusssystere&smANSUrpr/Quarry ClBer10,DSB-09 and 9CS1 Building Campon.nt 6904 Parke Easl Blvd. Safety eslofmof orawdlode fe m Truss Bale Ingitme. 218 N. Lee Street Suite 312, Apexmtlrks. VA22314. Tarrya, FL 33610 Job Truss Truss Type Oty Ply T15186576 1553274-PSLP-JONES CJ3 Corner Jack 6 i Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220 s May 242018 MITek Industries, Inc. Wed Sep 2612:20:562018 Page 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKW tt-IiYxphILKNbdeJNBsNfYTUG7jOE885211 ui1 VyZm85 -1-00 3-0-0 1-0-o 3-0-0 Scale: 1' 1' 2.4 = ST1.5x8 STP= LOADING (Pat) SPACING- 2-0-0 CS]. DEFL. in floc) Vdefl Uri PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.17 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 VerI -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hoa(CT) -0.00 3 n/a neat BCDL 10.0 Code FBC2017/TPI2014 Matti Weight: II lb FT=2W'. LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=53/Mechaniml, 2=186/0-7-10, 4=26/Mechanical Max HOR 2=92(LC 12) Max Uplift 3=E3(LC 12), 2= 71(LC 12) Max Grav, 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (lb)�- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 BCDL3.Opsf; h=15ft Cal. II; Pxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and fight exposed ;C-C for members and tomes & 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2. Joaquin Vale: PE No.68182 MTek USA, Inc. FL Cent 6034 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 A WARNING-Verilydealgnparammmeand READ NOTES ON TNA MDWCLUOEDMNEKNEFENANCEPAGEMlb7473mv. faUltrD158EFOBE USE Design wad for use only 4AM Mnec) connectors. Rds design is bated only upon parameters shown. and! Is for an IMlvidual WldinO compoaon6 not a truss system. Before use, the bul101rg designer must verify fine approabllty, of design parameters and properly Incorporate this design Into the overall eba /orct rdmembersoNy. AdtllBonaltemporaryantlpermanenibraJng Welk' bWtllegtleegn. &act gmicatedbtoprevenlfareXkigoflWlvklucdnm Is always required for stablllfy and to Prevent collapse Win pona,Ie perscwl Injury coal properly damage, for general guldance regardlrg he fabdoolbn, storage. delivery, erection and braceg of trusses and Iran systems weAAWMIi Quality Clgedo, DSB-459 and SCSI Su9delp Component 6904 Parke Eost Blvd. Safety 4Uonnallotmalobie from Irun Hale Insfllule,218 N. lee Street. Sutfe 312. Plexandria, VA 22314. Tmrga,FL 33610 Job Truss Truss Type Ory Ply T15186577 Lb 7553274-PSLP-JONES CJ5 Corner Jack 6 1 Reference o tional Builders FirstSource, Fort Piece, FL 34945 5.220 6 May 24201U rva eK mOusines, Inc. Wed Sep eo i2:20:5n 20h8 Page l ' ID:7k84E7CgbeTxm Xyl ET6n*AyKN/tt-nu6JOtdz5h?iEouakauu5g1 KV6hZtbLBzheFZxyZm84 a-o-o 5-0-0 1 0 0 5-0-0 3a4 = ST1.5xe STP= 5-0-0 Scale=1:19.2 LOADING (psi) SPACING- 210-0 CS'. DEFL. In (loc) 1/dollL/d PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TO 0.58 Ven(LL) -0.03 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 181b FT=20! LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=115/Mechantcal, 2=252/0-7-10, 4=46/Mechanical Max Horz 2=142(LC 12) Max Uplift 3— 122(LC 12), 2=-85(LC 12) Max Grdv 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) - Maz Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. DOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE,7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psh BCDLd.Opsl; h=15f ; Cal. II; Exp C; Encl., GCpI=0.18; MWFRS (envelope) and C-C Exterior(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 pat bottom chord live load nonconcument with any other 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) Peter to girder(s) for truss to truss connections. 5) Provide mechanical connecllon (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) 2 except (t=1b) 3=122. Joaquin Velez PE No.68182 ldiTek USA, Inc. FL Cod 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 Q WARNWO-Vedlyd vgnparametema dREADNOTES ON IMSANDWOLUDEDMOEKREFERANCEPAGEM674nme 14V12015BEFOREUSE Design veld for use oNy w91h Mllek9 contreclors. Nsdesign b based! pray upon Parameters sfowm and h for an NCMdual bu8dng aompotront. Prot � a tnss system. %fare use. the bulldln0 designer must verify the appllcoblity, of design parameters and properly incorporate this design Into the overall buatlhgdeslgn. bracing Indicated! lstoprevent blct4agofIndividual fnnsweband/or chord membersoNy. Addltlonaltemporaryandpermanentbradng MiTek' trusses system%weANS&roperNdanCffe For$8.8 a regmdirg the Isaiwaysn. andnd11nce fabrbatbn. storage. and Ws systems, storage. elivetyandtonand acing of erecaoss and bracing of pua@@yy GDab, 05gdg and BC51 Bu@OMB Component Temp Parke East 6Ntl. ceaeae . Atexa dria. SOrclyWotmatbtw�able from Taus Nato Ins11Me. 21b N. Lee Slreel.5ulte 312. Nexand4a VA22314: 18 N. Tampa, FL 33610 Job Truss Truss Type ON ply T15186578 1553274-PSLP-JONES EJ7 Jack -Open 17 1 Job Reference (optional) Builder%Fi rslSOnree, Fort Fleas, FL 3494S o.ca a rvmy cv cv m nu � en ...,. oo,,,o�, i,,.. .. o.....r •-- •-- ^ • -a- i ID:7k64E7CgbeTxm_Xyt ET6mAyKW 1 t-F4giENvbs77ZsyTMIHP7euZOKW WHc2bLCLNo5OyZm83 -1-0-0 7-0-0 1-0-0 7-0.0 3 3x8 = STf.5x8 STP= Scale=1:24.8 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.96 Ven(LL) 0.15 2-4 >534 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 2-4 >424 180 8CLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanlml, 2=323/0-7-10. 4=78/Mechanical Max Harz 2=191(LC 12) Max Uplift 3=-151(LC 12), 2=-102(LC 12) .Max Grav 3=159(LC 1), 2=323(LC 1). 4=122(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 10U-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0.0 to 5-0-0, Intedor(1) 5-0.0 to 6-11-4 zone; cantilever IeR 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 psf bottom chord live load nonconcunent.v 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 buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (jt=lb) 3=151,2=102. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September26,2018 O WARNWG-VedlydaslgnFarameleraend READNOTES ON THISANDWCLUDEDMREKREFERANCEPAGEM➢-74M.V.. lW=15 BEFORE USE Designvold for useorEVWih hVTek9 cuntacton. Thhdesign is basedonyupon Mdroatersshovm,andhfor an individual building comporrent. net a truss system. Before use, the building designer must yellr, the applicabiilly of lesion Werneters and prolbeily Ncoiporafe this design Into the overall bsdmrxl dedgn. Bracing indicated is to prevent buckling of lMNldual tnfsweb antl/m chard members only. Addltloraltempororyandpermanenftxacfg MiTek' h always required for stoUlty and to prevent colle se Win possato personal injury arW lropeM damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and trusssystems seeANSUBst Quality CaToW. DS949 and 8=1 B&sWIng Component 6904Parke Eest Blvd. Park. Safety Nformallonavaaoble from Truss Rafe Insilfute, 216 N. Lee Sheet Site 312. Alexcual VA 22314. 336t0 Job Truss Truss Type Ply T15186579 1553274-PSLPJONES HJ7 Diagonal Hip Girder �Qty 3 1 Job Reference (options]) euuaersl i-ustsource, tort Place. rL 34v4o 2 o.zev simay<r w, o mi, en nmwmee, niv. rreu oe, 2v,2.2v.5; zv iv 3x4 = 4x4 11 IsNAILED NAILED NAILED Style = 1:22.8 5-1-9 4-8-7 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (too) 11detl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.32 HOrz(CT) 0.01 6 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 4=126/Mechanlcerl, 2--144/0-10-7, 6=293/Mechanical Max Harz 2=206(LC 4) Max Uplift 4=-131(LC 4), 2=-189(LC 4), 6=-115(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (I e) or less except when shown. TOP CHORD 2-3=-660/259 BOT CHORD 2-7=335/590, 6-7= 335/590 WEBS 3-7=0/270, 3-6_ 637/362 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope); cantileverleft and Fight 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0pef 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 truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=1b) 4=131, 2=189, 6=115. 6)'NAILED" Indicates 3.10d (0.148'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 CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1 A=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B= 36) 13=36(F= 18, B= 18) Joaquin Vale: PE No.68182 MiTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: September26,2018 ,&WARNING-Vadrydeafrrr, ameteraend REAOMOTES ON MMANDWCLUGEOMr KREFERANGEPAGEMl74M.re.fONT/fef5 BEFORE USE Design Valid for use only vI th MITek® connectors. Als design Is based only upon parameter, atlown. and Is for an InJ1A,,ua1 budding component. net a buss system. Before use, the building designer must verily the appllcobally of design parameters and property Incorporate this design Into the overall buNalrgdedgn. Wachghdlcal 6lopreventbuckllsgoftndN mlinsssweband/orct rdmembelsoniy. Addilbnaltemporaryontlpermasx:nibrachg WOWIs always requlred for slaNtity and to prevent collapse wllh possible personal Injury and! Wopedy dmnage. For general guidance regarding the fabrtallon, storage, delivery, erection and braclg of husses cod truss systems accANSVNII Quality Cstogs, DS"9 and SCSI Eurlding Component 6904 Parke East Blvd. Safety core Truss Rate Inslilute.218 N. Lee Sheer. Suite 312, Alexandria, VA 22314. Tanga, i. 33510 Job Truss Truss Type Oty Ply T15186580 1553274-PSLP-JOKES Vol Valley 1 1 Job Reference o tional Builders FirstSource, Fort Piece, FL 34945 2A i 8.220 s May 242018 MITek Industries, Inc. Wed Sep 2612:21:00 2018 Page t ID:7ke4E7CgbeTxm_Xyl ET6mAyKWit-BTOSf3wsOeNH5Gdg0iRb)Jf_5Kms4y4efesvAGyZm81 Scale =1:7.8 LOADING (psi) SPACING- 2-0.0 CST. DEFL. In (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a rVa BCDL 10.0 Code FBC2017yrP12014 Matrix-P Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD '.2x4 SP No.3 REACTIONS. (lb(an) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8 Max Hoa 1=34(LC 12) Max Uplift 1= 13(LC 12), 2= 37(LC 12) Max Grav 1=51(LC 1). 2=37(LC 1), 3=27(LC 3) FORCES. (Ile) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=16011ph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Ops1; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; canfflever left and right exposed;C-C for members and tortes $ 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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. Joaquin Valet PE No.68182 MITek USA, Inc. FL Cert 6834 8904 Parke East Blvd. Tampa FL 33610 Date: September26,2018 O WAANMG-Vsm denJgnp..fers And BEADNOTES ON TNSANOWCLUDEOM? KNEFERANOEPAGEMR-74M.. 14=015BEFONEUSE OeNgnva'Id for use" Wth MnekHmnheataa. thisdesign 5 basedonly upon parometers shown andk for an ledlNdual Wadlfg comiaralat not �r L a Truss system. Before use, the bullalng tlesigner must ve4fy the ap Picablllty of design parameters aril properly Incomorate, Ih6 design Into the overall tl istopevenf WcklkgofiMiv dmemberso AdcIflonaltannWaryandpennanenlbraGrg MiTek' bu0drg design. Wmhgadk udlmzweband/orct y. 5 always required for slablllN and to prevent collapse with rasstble personal Inlury orW po,eerty damage. For general guidance rogardrg me fabiicotbn,storage, dellmry, erection and bracing of pusses and tnua systems. WeANWrplr Qualify Criteria, DSB49 and SCSI BUHdbrg Component 6904 Parke East Blvd. Safely atwm dionchmMable horn Tess Rate Insatale, 218 N. Lee Street. State 312, AlexandkE VA 22314. Tanya, FL 33610 Job Truss Truss Type Dry Ply T15186581 1553274-PSLP-JONES V02 Valley 1 1 Job Reference (optional) BWlderl FlrstBoume, ran P19o9, FL 34114e 6 b 0 ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1l-ff LgsOxU9wV810CLzPygF W B53k3PpPKnulcTiiyZm80 2x4 i 2x4 II 9 3 Scale=1:12.8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 HOrz(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017fTPI2014 Matdx-P Weight: 14 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=119/3-11-8, 3=119/3-11-8 Max Harz 1=80(LC 12) !Max Uplift 1=-30(LC 12), 3=-70(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc puffins, except end vent cats. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.0ps1; h=15f ; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and tomes & 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 nonconcunent 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 tit 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. Joaquin Velez PE No.88182 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 A WARRING - Veriry design paznetara and READ NOTES ON THIS AND INCLUDED a1/TEK REFERANCE PAGE Mg-T473Tex.1 MMI S BEFORE USE Design volld for use only w Ih Mllek9 covrreclors. TNsdesign is based only upon parameters Mown. and is for mkw'Mdual Wilding component. not a truss system. Before use. the balding designer must verlry the applicability of design parameters and irsopedy Incorporate this design Into the overall bWrLng design. &achglndM:a istoprevenibu WNofindivkluolmnswebanrl/orcfardmembersonly. A dllowllemporaryarW ma ntbr ng MiTek' Is always required for stadllty and to prover-0 collapse wlih posshle personal hluy anti property damage. For general guidance regarding the fabicatbrt storage, delivery erecaon and bracing of trusses and hua systems,..ANSWII OuaNy Cereda, DS949 and BCSf Bugderg Component 6904 Perko Est Blvd. SaNfyNformalbmvdlolxe from 4ua Rate InsatNe. 218 N. Lee Sireef. Srile 312. Alexandria. VA 22314. Terry., FL 33610 Job Truss Truss Type ON PIY T15186582 1553274PSLP-JONES V03 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220s Mayevzule muen muusmes, Inc. vveu Sep 2612:21o, 201. roe=. ID:7k84E7CgbeTxm_Xy1 ET6mAyKW tt-IfLgsOxUgwVBjOCLzPygFWBZOkzXpPKnulcTiiyZm80 2x4 II 2 3 2x4 i 2x4 II Scale = 1:19.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 r9a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.3 WEBS 2x4 SP N0.3 BOTCHORD REACTIONS. (Ib/size) 1=193/5-11-8,3=193/5-11-8 Max Horz 1=129(LC 12) Max Uplift 1=-49(LC 12), 3=-113(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-160/320 Structural wood sheathing directlyapplied or5-10-4 oc pur ins, except end verticals. Rigid ceiffng 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=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1 except Gtdb) 3=113. Joaquin Velez PE No.68182 MTek USA, Inc. FL Con 0634 8804 Parke East Blvd. Tampa FL 33610 Date: September26,2018 ®WARNING -yedrydeslgnpammetemend READNOTES ON MOMDINCLUDEDf4RENREPERANCEPAGEULL1473m1 foV32015SEPORE USE Design valid fut Use oNy with MITeM connectors. This desgn h basatl oNy Upon parameters shown, and Istor an hdivlduai Watling component, not a buss system. Before use, the bulldrx; designer must verify the appllcablllN of design parameters and properly Incorporate Ihls design Into Inc overall dIstopreventWcklingotlndlvidualnussweba lmctodmemWmoNy. AdmtiorsdtemporaryantlpermarentWaGrg MiTek' Wadingtlesagn. Wachgird&Md Is always required for slahlllly and to prevent collapse with posffile Personal kAery and ,roPerty damage. Por generUl gudonce regarmrg the fabrication, storogo.delNeW. erection and bracirg of tmssesand taus systems, WeANSUMIJ Qua/Ry caterla,DSO-89 and BCSI Buldiv Componmf 6904P rk EastB 6904 Parke East Blvd. SafefylnfonnafforaNcactie from Trsm Plate Institute. 218 N. Lee Sheet. Site 312. Nexarx1ft VA 22314. Job Truss Truss Type Dry Ply T75186583 1553274-PSLP-JONES VO4 Valley 1 1 Job Reference (optional) Builders Flrst5ource, Fort Piece, FL 34945 meeu s may zq zum ivii er. inuusmes, inc. vied SeP ce 12.2i.02 2u1d Fauv 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKW1t-7svC4ky6vDd?L7nXX7T3okkGS7PcYgMw7yLOE9yZme? 2x4 II 3 4 2X4 2x4 II 2x4 II. Scale =1:25.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ved(LL) n/a - Na 999 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hoa(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 31 lb FT=20% LUMBER- BRACING - TOP CHORD '2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=9517-11-8,4=116/7-11-8,5=32417-11-8 Max Horz 1=179(LC 12) Max Uplift 4=-68(LC 12), 5=-189(LC 12) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=312/119 WEBS 2-5=2461478 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Exterior(2) 0-7-9 to 6-7-9, Inledor(1) 6-7-9 to 7-10A 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 2-0-0 wide will fit between the bottom choral 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 Gt=lb) 5=189. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September26,2018 Q WARNING. wedlydezlgnparamomnand READ NOTES ON MN ANDWSLUDEDMREKNEFEMNCEPAGEMIP74Tlrev. 1617MVISSUOREUSE Design Valli for use only w11h MBelfN rnnrrectoro. Rds desert Is based only Moon parameters shown, anal IS for an Individual breding component, not a truss system. Before use, the buliding designer must verify the applicabllily, of design parameters and properly Incorporate This design Into the overall Wadirg desgn.®achg Miatedlstoprevent WcNlWofedMtlu tt webond/orchordmem6mrs Addltlonaltemporayadpermanenibroc0g MiTek' y. h always fequlned for staMity and to prevent collapse with possmle personal Injury and properry damal For general guidance Tenar➢ng the fabrkaaoo, storage. delivery, erection and lxaclrg of trusses and truss systems, seeANSMI1 Quality Cideda. OSB-09 and BCSI Su➢Bang Component 6904 Parke East BNtl. Saletylnfonnalbrnvdioble from Truss Rate Insluute. 218 N. Lee Street. Suite 312, Nexa celm VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T75186584 1553274-PSLP-JOKES V05 Valley 1 1 Job Refererlca o lional Builders RrstSource, Fort Piece, FL 34945 8.220 s May 242018 MITek Industries, Inc. Wed Sep 26 12:21:03 2018 Page 1 ID:7k84E7CgbeT>an_Xyl ET6mAyKW 1t-b2TbH4zkgXlszjMk5q71LxHMOXiIHGy4Mc5ZmbyZmB_ 3-10-4 10.0.0 3-16-4 6-1-12 3x4 11 3 2x4 G 5 4 2x4 11 2.4 II Scale=1,30.0 LOADING (psf) SPACING- 2-0-0 CST. DEFL in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a - n/a 999 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) We - Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.18 Hoa(CT) -0.00 4 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 391to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=69/9-11-8,4=185/9-11-8,5=428/9-11-8 Max Harz 1=228(LC 12) Max Uplift 4= 108(LC 12). 5_ 251(LC 12) Max Grav 1=85(LC 21). 4=185(LC 1), 5=428(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/151, 3-4=-134/264 WEBS 2-5=-319/620 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end vedlcals. Rigid ceiling directly applied or 1"-0 oo bracing. NOTES- 1) Wind: ASCE'7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-7-9 to 6-7-9, Intedor(l) 6.7-9 to 910-4 zone; canBlever 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 beating. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This fuss 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 loss to beating plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=108, 5=251. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6304 Parke East Blvd. Tampa FL 33610 Date: September 26,2018 A WARPING -Vadodoargnpardmefen and READNOTES ON TN/SANDNCLUDEPAIMEKREFERANCE PAGEM7473mv. I&AIG2015BEFOBE USE Easton val'A for use only W h MrIsMoonrleclon. iNidesin 6 based only upon paametera howa and Is for an ardMduol Watling component. nat a Truss system. Before use, fine Wlding designer must verify the applicabelry of design parameters and properly Incorporate this design Into the overall bRdlrgdesgn. Bracing lndk:ated is to prevent oucklUg of IndMtlual hues eb and/or chord members eNy. Addflonalfemporcryandpermarenfbraorg MiTek' Is always rectulreci for staMlily and to prevent collapse wdh poffiIe personal Injury and properry carnage. For general guidance regarding the faWlcotbn,storage,delivery. erecton and bracing of trusses arw Buss system%seeANSUMil Qw&yC1,9dR, DSB49 and BC.4t Building Component 6204 Parke East BW. Santry Womralbrnvallaele horn Truss Plate institute. 238 N. Lee SBeef, Site 312 Alexandra VA n314. Tampa. FL 33510 Job Truss Truss Type Ory Ply T15186585 1653274-PSLPJOUES V06 Valley 1 1 Job Reference (optional) balloons nrstbource, non nets, r�.wava g d 3x4 G ID:7kB4E7CgbeTxm_Xyl ET6mAyKWit-3E1zV0_MRMatxw Xt9pYpxOSOj9DaGg6l lyZm7z 5 8 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.51 Ven(LL) n/a - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES W B 0.19 HOrz(GT) 0.00 4 n1a nra BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD '2x4 SP No.2 TOP CHORD BOT CHORD '2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=153/11-11-8,4=174/11-11-8,5=504/11-11-8 Max Horz 1=277(LC 12) Max Uplift 4=-102(LC 12). 5= 295(LC 12) Max Grav 1=153(LC 1). 4=232(LC 19), 5=506(LO 19) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/165 WEBS 2-5=-358/631 42.4 II Scale=1.34.7 PLATES GRIP MT20 2441190 Weight: 481b FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-7-9 to 6-7-9, Intedor(1) 6-7-9 to 11-10-4 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 for a 10.0 psi 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, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 100 lb uplift at joint(s) except 61=1b) 4=102, 5=295. Joaquin Valet PE No.68182 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tempe FL 33610 Date: September 26,2018 Q WARNING-VatoydesignpsearvstmandRUD NOTES ON TNISAND INCLUDED MDEKREFERANCE PAGE MIF74"min 10012015 BEFORE USE Design Vdld for use only w1M h11teM connectors. INS design b based only upon parameters drown. and is form ediNdudi Wilding oemponent net a I. system. Before use. Ras Wading designer must Verny the oppllcaUalty of design parameters and properly Incorporate this design Into the overall BroG istoprevenlWcWagotNtllvldualimaweband/olcterdmemt mordy. AtldiilomltempaoryontlpertnorenlbroGng Met( Wacingdeslgn. glndka Is always required for stability and to prevent collapse tfh Cordele personal lnlury and propeM damage. For general gultlance regarding the laWcaibm storage, delivery, enaction arW bracing of trusses and hus systems sasANSUVII C ra/Oy Cft b, DSD-09 and SCSI Bu7Ohy Component 6904 Parke East Blvd. Sa/etybloanafbrnvallade from Truss Rale InsaMe, 218 N. Lee Street. Suite 312, Alexanerfm VA 22314. Tarry., FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0--71 a��Forlatj4x2 orientation, locate pes 0-'4 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in Milrek20/20 software or upon request. PLATE SI7E 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. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 1 6-4-8 I dimensions shown in sixteenths scale) (Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT- CHORDSAND WEBS ARE IDENTIFIED BYEND JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESP-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. 02012 MITek®All Rights Reserved ® 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 BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. S. 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 parries. 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 wone at 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 time of fabrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed a purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less if no ceiling is installed, unless otherwise noted. 15. Connections notshown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmentot, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufflclent. 1111 iTe k8 20 Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 .1 %�-) Nc vv, Dr POr3( r�_L `Custom Soil Resource Report St. Lucie County, Florida SCANNED BY 21=Lawnwood and Myakka sands StLuc COUt1fy Map Unit Setting National map unit symbol: ljpvg Elevation: 20 to 200 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period., 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Lawnwood and similar soils: 40 percent Myakka and similar soils: 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Lawnwood Setting Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 28 inches: sand Bhl - 28 to 52 inches: sand Bh2 - 52 to 58 inches: sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein Natural drainage class. Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequencyofponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 13 Custom Soil Resource Report Hydric soil rating: No Description of Myakka Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 7 inches: sand E - 7 to 27 inches., sand Bh - 27 to 38 inches: sand C - 38 to 60 inches. sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class., High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components Ankona Percent of map unit: 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Electra Percent of map unit: 7 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Downslope shape: Convex Across -slope shape: Linear Hydric soil rating: No 14 Custom Soil Resource Report Waveland Percent of map unit: 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No 15 6/27/2018 Palm Dr - Google Maps Palm Dr Map data ©2018 Google 500 ft 1 ow �w, r�`>r PL 3 m 2T 21WI ZA 21'WN Custom Soil Resource Report Soil Map S5a470 566450 5584S0 66M 3 Map Scale: 1:457ifpdntedw Apaheit(8.5'x 1P) sheet Mees N o 5 io Zl 30 AMap pmjerfon: Web Member Comermordina�:WGSe4 Edgeti¢: U1M Zone 17N WGS84 9 5sasm sesm 5a9S9J s m 2A 21'29'N D 2rN