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TRUS PAPERWORK
r 'a Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 1475992-PSLP - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 3 Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: Model: ftANNED Lot/Block: Subdivision: BY Address: 5714 SUNSET BLVD I St Lucie County City: PORT SAINT LUCIE State: FL y Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special - Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 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 36 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date No. Seal# Truss Name I Date 1 1 T14570286 I A01 7/15/18 118 1 T14570303 1 CJ3 7/15118 12 1 T1 4570287 1 A02 17/15/18 119 1 T145703041 CJ5 17/15/18 1 13 1 T145702881 A03 17/15/18 20 1 T145703051 DO 17/15/18 14 1 T1 4570269 1 A04 17/15/18 121 1 T1 45703061 D02 17/15/18 1 15 I T145702901 A05 1 7/15/18 122 1 T145723071 D03 17/15/18 1 16 I T14570291 I A06 7/15/18 123 T14570308 I E01 17/15/18 1 17 IT145702921A07 17/15/18 124 IT14570309JEJ5 17/15/18 1 18 1T14570293IBg1 7/15/18 125 IT145703101EJ7 17/15/18 1 19 1 T1 45702941 B02 7/15/18 126 1 T14570311 1 G01 1 7/15/18 1 110 1 T145702951 B03 17/15/18 127 T1 4570312 1 HJ1 17/15/18 1 T14570296 C01 17/15/18 128 T145703131HJ5 17/15/18 1 1ll 12 T14570297 CO2 17/15/18 129 1 T1 4570314 1 HJ7 17/15/18 113 1 T1 4570298 1 CO3 17/15/18 130 I T145703151 V01 17/15/18 1 114 I T14570299 C04 17/15/18 131 I T145703161 V02 17/15/18 1 15 j T145703001 C05 17/15/18 132 T14570317 V03 7/15/18 16 T14570301C06 17/15/18 133 T14570318VO4 7/15/18 117 I T145703021 CJ1 17/15/18 134 I T14570319 1 V05 17/15/18 1 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: Albani, Thomas My license renewal date for the state of Florida is February 29, 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'appficability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. =RECEIVED No 39380 ;9 ST * OF 141 �0 �;$1' T4 O R \ O P,: N ,sS'O N A' Thomas A. Albam PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 Albani, Thomas 1 of 2 RE: 1475992-PSLP - Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: Model: Lot/Block: Subdivision: Address: 5714 SUNSET BLVD City: PORT SAINT LUCIE State: FL No. iSeal# I Truss Name I Date 35 T14570320 VO6 1 7/15/18 136 I T1 4570321 I V07 1 7/15/18 2of2 Job Truss Truss Type oryr Ply T14570286 1476992-PSLP A01 COMMON 1 1 Job Reference o tional Builders FirstSource, Fort Piece, FL 34945 3x6 = ST1.5x8 STP= 3x4 = Axe = 3x6 = 8.220 s May 24 2018 MiTek Industries, Inc. Sun Jul 15 12:18:00 2018 Page 1 iTxm_Xyt ET6mAyKW 1t.B13fb5dTEzfKva7ObLdyGl3On7rWJDzIJsnz31 ayxgOr 3x4 = Scale=1:48.7 3x8 = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vart(LL) 0.24 5-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Ven(CT) -0.35 5-6 >903 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.06 5 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 1211b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or4-2-12 oc purlins. 9-10: 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 3-10-15 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=97010-7-10,5=970/Mechanical Max Horz 1= 132(LC 8) Max Uplift 1=-330(LC 12), 5=332(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1670/1880, 2-3=-1491/1842, 3A 1516/1859, 4-5=-1702/1907 BOT CHORD 1-8=-1462/1433, 6.8=-747/958, 5-6= 1505/1472 WEBS 36=-664/627, 4-6= 374/I55, 3-8=-630/592, 2-8=346/720 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=5.0psh h=15ft; CaL 11; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 03-13 to 63-13, Exterior(2) 63-13 to 13-3-8, Comer(3) 13-3-8 to 193-8. Extedor(2) 19-3-8 to 26-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for trues to truss connections. 7) Provide mechanical connection (by others) of Ines to bearing plate capable of withstanding 3301b uplift at joint 1 and 3321b uplift at joint 5. O .......... S. ey VC' E N F •• `t'i . No 39380 tt — COR\V i����AS;ONA; E��p Thomas A. Albani PE No.39380 MRek USA, Inc, FL Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 15,2018 ®WARNING. Vadydesfgnpammeters end READNOTES ON MS AND INCLUDED MWEKREFERANCEPAGEM 74M rev. 1gNA/1g159EFOREUSE DesignvotW totuse onlywllh M(feM➢connectps. Msclealgn SbasedoNVUpon rlatometersstwwn. andhfIX on 4smY.tlua buMdua Comm nht not � a truss system. Before use. Inc balding designer must verily the appllcatulN of design parameters and poperly enwryorate Ihb design Into the overall building deugn. troche lndlcateding istoprevenl buc oflndlvidual Qusweb and/or chord members only. Addlilonal lemrarayand permareni bracing MiTek' Is always regWred for stadllty anal to Prevent collapse Win passible perwrnal injury and pop;rly damage. For general gWdance regarding the fabrka on, storage, delivery, erection and bracing of lrunes and lots systems saeAN3 pvf Quaff CrIleda, DSB-09 and SCSI Binding Component 6904 Parke Easl Blvd. solety lnformaibfxlwdlable Qm oTrus Rate Instliute, 218 N. Lee Street suite 312, Alexandria, VA 2114. Tanga, FL 33610 Job Truss Tnrss Type r Ory 1 Ply T14570287 1475992-PSLP A02 Roof Special 1 1 Job Reference o libnal Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MITek Industries, Inc. Sun Jul 15 12:18:01 2018 Page l i�3 06 = 6.00 12 ST1.Sx8 STP= a 4 u „ ,. 3x6 II 20 11 5x6 = 64 = Scale=1:49.7 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.37 2-13 >839 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT)-0.3912-13 >810 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 1611b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, 3-4: 2x4 SP M 31, 1-3: 2x8 SP 240OF 2.0E except and verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 3-6-7 oc bracing. 1-14: 2x4 SP No. 1, 14-15:26 SP No.2, 5-11: 20 SP No.3 WEBS 1 Row at midpt 4-13 WEBS 2x4 SP No.3 REACTIONS. Vlosize) 9=9671Mechanical, 1=97010-7-10 Max Horz 1=177(LC 12) Max Uplift 9=333(LC 13), 1_ 325(LC 12) FORCES. (Ib) - Max. CompJMax Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 1-2=380/324, 2-3=-2052/2182, 3-4=-2190/2634, 4-5=-1527/1969, 5-6=-155311779, 6-7_ 1596/1671 BOT CHORD 2-13= 2142/1907. 12-13-1076/1109, 5-12=-151/412, 9-10= 1622/1538 WEBS 3-13=633/1114, 4-13=-1482/1124, 4-12=-882/670, 10-12=-1394/1426, 6-10= 177/358, 7-9=-1692/1826 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=1.2psf; BCDL=5.Opsf; h=15O; Cat. II; Exis C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 03-13 to 63-13, Extedor(2) 6.3-13 to 1348, Comer(3) 133-8 to19-23. Extedm(2) 19-2-3 to 26.5-4 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 ' 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designershould verify capacity of beading surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 Its uplift at joint 9 and 325 Ito uplift at joint 1. PS,A„A� O .- S 69 No 39380 V10 0 i OPr`<u Thomas A Afbanl PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd Tampa R.33610 Date: July 15,2018 O WARNMG- Vedydmlgnpanmetenand READN07Ea0N 170SMDNCLUDEDN KREFERANCEPAGEMN"] ..V0 0159EFOREUSE. Dedgrvolidfor useorly Mlh MAlek9cavxcfors.l desgnblrnedaiy UPon PBnnetetsdwvm. ardhfw on Pti'MWrd bulldog component. rot �r L a truss system. Before use, me brRalrg desigor must verify IOe app coctiryof dedgs poramelemoncl Vopedy Incorporate th9 design Into the overall bu0o0n9dodgn. Wa ftlolxeventdd; bondMa rdmembenoNy. Additbnaltemporaryondpermonenlbrocing MOW ghrdk MolbdMdualtru and Orac se OSBdg and BCSI Bu➢dblp C0mp0n�n/ fcbdcb alvia tiom stole e. ll eryard to gevenl c hg ofvAlh Po'.sb t= system 4u ANW II QuaXnos7e. . DSB49=ddonae rod 7g Comp tbn,storage, delNery.rom 6914 Parke E.V BI d. UO.278 N. Lerufimsssyslems Iron exanriPII VAD 31CMM, SDI�yrNotmOfbmvoeade from irua Role hxAIMe. 219 N. Lee street. Sine 312. Plexarstl�b, VA 22314. SW&ty Tarry., FL M10 Job Truss Truss Type l Ory Ply r T14570288 1475992-PSLP A03 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220 s Mav 24 2018 Inc. Sun Jul 15 12:18:02 2018 Page 1 6.00,r 4x6 = ST1.Sxe STP= 2x4 II 1411 -- 10 9 a 3x6 II 2X4 II 6x8 =2x4 11 5x8 = 618 = 2-7-10 4.1-3 8-0.0 12-8-6 153-14 21-0-8 26-7-0 2-7-10 1-5-9 3-16-13 4-8-6 2-7-e 5 8-10 66-e Scale=1:55.5 Plate Offsets (X Y)- 12:0-6-0 0-0-01 13:0-3-0 03-01 112:0-2-8 0-2-121 117:OJ-0 0-1-01 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.83 Vert(L-) 0.38 2-15 >820 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Ven(CT) -0.43 14 >729 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.19 a Na n1a BCDL 10.0 Code FBC2017/FPI2014 Manx-SH Weight: 168 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x4 SP No.1, 1-3: 2x8 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* SOT CHORD 16-17: 2x6 SP No.2, 5-10: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS Qb/size) 8=973IMechaNcal, 1=97710-7-10 Max Horz 1=208(LC 12) Max Uplift 8--335(LC 13). 1=319(LC 12) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2=386/249, 2-3=-206812182, 3-4=-2207/2637, 4-5=-15BBY2015, 5-6- 1613/1724 BOT CHORD 2-15=-2220/1922, 13-15=-1133/1124, 12-13= 1133/1124, 5-12=-259/667, 8-9-1552/1518 WEBS 3-15-634/1121. 4-15=-1513/1124, 4-12=-956,769, 9-12= 1454/1505, 6-9- 168/331. 6-8=-1672/1719 Structural wood sheathing directly applied or 3-11-12 cc pudins, except end verticals. Rigid ceiling directly applied or 3-5-1 oc bracing. 1 Row at midpl 4-15. 6-8 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.Opsl; h=15N Cal 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 03-13 to 63-13, Extenor(2) 63-13 to 13-3-8, Comer(3) 13-3-8 to 19-3-8, Exledor(2)19-3-8 to 26-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Refer to girder(s) for tru s to Imes connections. 7) Bearing at Joints) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 8 and 319 lb uplift at Joint 1. 111 .. A.!g4e����i No 39380 CC Z C0R�1Q. ?N 0....... � EC��� TWmas A. Alban) PE No.39380 MRak USA, Inc. A. Cart 6634 69D4 Parka Fast Blvd. Tampa FL 33610 Date: July 15,2018 ®WARNING-VedfydealgnpmamefmmdRE40NOTES ON FNfSANOWGLUDEDMNEKREFERANOEPAGEU0.74MW..?4=?0I5eEF0NEUSE na9pn u£A for use Oni WM MneKd connectors.Titts design is bo,,rd only Upon parameters shown and b for m nolrAdud binding component, not a truss system. Before use, the brAlcrng designer must verity the appacobllty of dos gn parameters antl propedy Incorporate Mcle9gn Info the overall bullNrg design. aaahl9 Indicated b to prevenf buckling oflndNpual innsweb and/or chord members only. AdolnonallemVoraryantlpennamntbradna M!Tek' nor Deneralgl'SMAmgarWgn» Isalways fordabiny cord1opreventcdiapee wish parrdtrLoxs arxi telWvyasxlpropertydofmge. systems seelexaxPR V D59dg antiaC3l aunChry Component bbrlcaibn.storage.deliveryfrorn 6904Pane Tian Not. lrchgo218 N. Lmtlrest 2231QEohr, Solely NWrtnOHOmvdlaWeboe rest Rate hunMe, 218 N. Lee Sheet. &4te 312 Plexandna. VA 22314. 3Et 361Btrtl. Tasrye, FL 3361D Job Truss Truss Type , Oty Ply r T14570289 1475992-PSLP A04 Roof Special 1 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 8.2205 May242010 MI tax industries, Inc. bun JUl lb 12:18:082018 vagel STI.Sx8 STP= 2X4 II 3x6 II LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Gnp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.t, 1-3: 2x8 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* 13-14: 2x6 SP No.2, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=967/Mechanical, 1=970/0-7-10 Max Horz 1=240(LC 12) Max Uplift 8- 344(LC 13). 1=-318(LC 12) 4x10 MT20HS = 6.00 12 2x4 II 4x6 = Scale = 1:52.6 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TO 0.81 Vert(LL) 0.39 2-12 >808 240 MT20 244/190 BC 0.79 Vert(CT) -0.39 11-12 >801 180 MT20HS 187/143 WR 0.58 Horz(CT) -0.19 a n/a rVa Matrix-SH Weight: 163 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-6 oc bracing. WEBS 1 Row at mldpt 4-12.6-8 FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/167, 2-3=-2048/2161, 3-4=-2186/2619, 4-5= 1514/1914, 5-6=-1553/1731 BOT CHORD 2-12=-2294/1904,11-12= 1211/1110, 5-11=-131/395, 8-9=-1454/1394 WEBS 3-12=-629/1129, 442=-1505/1118, 4-11= 824/659, 9-11=-1433/1433, 6-9= 249/465, 6-8=-1517/1594 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=S.Opst, h=15N; Cat. 11; Exp C; Encl., GCp60.18; MWFRS (envelope) and C-C Comer(3) 03-13 to 63-13, Exledor(2) 63-13 to 133-8, Comer(3) 13-3-8 to 19-0-8, Extedor(2) 19-M to 26-5-4 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Refer to girder(s) for truss to tmss connections. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 8 and 318 lb uplift at joint 1. �6 A. No 39380 O�•• *DR% (?� p ';SS/0 N M 0"`O� Thomas A AlbaniPE Nu.39380 MRek USA, Inc. FL Cart 6&M 69H Parke East Blvd. Tampa FL 33610 Date: July 15,2018 A WARNING -Vedfydegapammefersend READ NOTES ON THIS AND WCLUDEOUREXREFERANCE PAGE MU-7473mv. 1d3QVf5 BEFORE USE Deslgn valld tot Use oMy with Mnekb connecfors. 4vs design Is bated ouly upon parameters sumvn, and is for on IMiNdual Wading component- nor a bus system. Before use. the WlldlM designer must verify One applicabA4ly of des4M parameters and properly hoomorate this design Into the overall bulidlrgdesgn.,eackglM fedlstopreventbucklingOfindK4ddfmsweba Imchmdmembemmly.AddHorwltemporaryandpelmanentbrocht, MiTek' kdwa}5regdredfwsia tyantltoprevenicollcpsewnhpos opersonalhluryandpropedytlamage. For general gultlance regarding lne fabrIccibR st rage,d.W.W, erection and broGfg of tmsesand irussystems weANSOF11 CUat@yC do, DS849 and BMI Building Component 6904 Parke East BNd. SetelybubmalbmvdaNe-hem Tr" pate InsTule. 218 N. Lee Street. Sdte 312. Nexandria. VA 22314. TaW a. FL 33610 Job Truss Truss Type r Dry Ply r T14570290 1475992-PSLP A05 ROOF SPECIAL 1 1 Job Reference o Gonal Builders FirslSource, Fort Piece, FL 34945 8.220 s May 242018 MITek Industries, Inc. Sun Jul 15 12:18:05 2018 Pagel ID:7kB4E7CgbeTxm)(yl ET6mAyKW1 1-Y?sYeohc2VHd?LOLOUD7zwmFOBVt UB003ggjoyxgom -i-0-0 2-7-10 6-8-03 11-0-0 15-7-0 17.0-8 18-8-8 2140d 25-0-0 26-PO 1-0-0 2-7-10 -13 4-2-3 4-7-0 1-5-8 1-8-0 3-1-12 3-1-12 1-7-0 6xB = 4.6 = 4 27 28 5 4x12 = 2, 11 6xB = Scale = 1:46.8 2x4 II 6xB = 2 aw II 76 ,o ,.. . 11 2x4 It 6.8 = 3x4 = 3xB 11 5-6 = 2-7-10 6943 11-0-0 15344 17-0-8 18.8-8 25-0-0 26-7-0 2-7-10 4-2-3 4.23 43-14 1-8-10 1-8-0 63.8 1-7-0 Plate Offsets(XY)-- 12:0-7-40-0-0114.0-6-00-2-81(12:0-4-120-1-81114:0-3-80.4.01117:0-2-40-2-41121:0-1-80-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In (roc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.34 14 >924 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 RC 1.00 Vert(CT) -0.5313-14 >597 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.18 11 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.11 12-13 680 360 Weight: 2121In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-4: 2x8 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 20-21: 2x6 SP No.2, 5-15: 2x4 SP No.3, 11-16: 2x6 SP M 26 WEBS 2x4 SP No.3'Except* 6-14,7-13,9-12:2x4 SP NO.2 WEBS JOINTS REACTIONS. (Ib/size) 1=1065/0-7-10, 11=1410/Mechanic2t Max Hoa 1=360(LC 12) Max Uplllt 1= 426(LC 12), 11- 206(LC 9) Max Gmv 1=1065(LC1), 11=1590(LC 2) FORCES. Qb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-019/0, 23=-2595/1180, 3-4=-1877/841, 4-5=-1716/689, 5-6-1884/727, 6-7=-140?J285, 7-8=-1689/355, 8-9=389/2212, 9-10=-8752074, 10-11=-508/1227 BOT CHORD 2-19=-13472468, 18-19=-13472468, 17-18=-783/1619, 5-17-135/721, 13-14=-549/1655, 12-13- 270/1339,11-12=-263/1240 WEBS 3-18- 979//14, 4-18= 281/548, 4-17- 34/285,14-17=-561/1768, 6-14=351/0, 6-13=-937/798, 13-22=0/465, 22-24-857/161, 23-24=-857/161, 12-23=0/1863, 10-23=-2382/1003,11-23-4015(852,8-22=-254/1240,8-23=-2760/1021 Structural wood sheathing directly applied or 3-9-11 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 DO bracing, Except: 6-8-9 oc bracing: 17-18. 10-0-0 oc bracing: 15-17 1 Row at midpl 11-23 1 Brace at JI(s): 19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-13 to 3-3-13, Inledor(1) 33-13 to 11-0-0. Extedor(2) 11-0-0 to 14-0-0, Interlor(1) 14-0-0 to 15-7-0, Extedor(2) 15-7-0 to 17-0-8, Intenor(1) 17-0-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord. 22-0-0 from left end, supported at two points; 2.0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-0-0 tall by 2-&0 wide Will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 22-24, 23-24 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psl) applied only to room. 12-13 9) Refer to girder(s) for buss to truss connections. 10) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 Ib uplift at joint 1 and 2061b uplift at joint 11. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. .�`�p�`PS,A,-14' t,i i No 39380 lij �\� Thomas A. Alban) PE No.39380 MRek USA, Inc. FL Cart 61134 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 Q WARNWG-VeHlydes/9nmavnetersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEM➢-7473w.. fde3 Is BEFORE USE Design vdW/o useonly WIth hti/ek9 cotvieciors. llCsdedgn bbrwdon!yupon Paameters drown. mtlBfo on Yv"Mdlal buedrg component, nol w` a truss system. Before use. the buedrg designer must verify the appllcab9lN of design PProp Parameters and erly Incorporate thtsdeslon Into the over" buldrgdeslgn. Wa glrxlk.-afedlsfopreventbucklingof[W WuaitnrssweboWlactwrdmemberso y. Addtlo"temporarymdpelmanentumm MiTek' Is always required for stabOlN and to prevent collapse Win possible personal Injury and Ropedy, damage. For genetal guidance regaNrg the fotxlcalkxLstorage. delivery. erection and brarAW of trusses and bass systems. sooANSV1pll Quo @@yy CrlieIb, DSBd9 and SCSIBu9dOrp Component 6904 Puke East BNd. Sofalyln/ormafbmvdbi lae from truss Plate Institute, 218 N. We Street, Suite 312. Alexondtla. VA 22314. Tampa, FL 33610 Job Truss Truss Type , Ory Ply T14570291 1475992-PSLP A06 HALF HIP 1 1 Job Reference o Bonal Builders FirslSource, Fort Piece, FL 34945 8.220 s may ze za io MT Ten umusmes, inu. o... jui 15_ rage , Scale=1:46.0 6x8 = 3x4 = 2x4 II 3x4 = 3x4 = 12x14 = 12x14 = 6x8 = .... a 76 .. .. ._ 4x6 11 4x6 = 3x6 II 5.6 = LOADING (ps1) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/1PI2014 CS'_ TC 0.88 BC 0.79 WB 1.00 Matrix-SH DEFL Vert(LL) Ved(CT) Horz(CT) Attic in (lac) Vdefl Ud 0.45 14-15 >703 240 -0.61 14-15 >516 180 0.18 12 n1a n/a -0.13 13-14 595 360 PLATES MT20 Weight: 195 lb GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, 1-4: 2x8 SP 240OF 2.OE except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directlyapplled or 10-" oc bracing, Except: 20-21: 2x6 SP No.2, 2-17: 2x4 SP No.1, 6-15: 2x4 SP No.3 6-65 oc bracing: 17-18. 12-16: 2x6 SP M 26 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpl 12-23 8-14.10-13, 2x4 SP No.2 2 Rows at 113 pis 22-23 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (Ib/size) 1=1065/0-7-10, 12=1410/Mechmlcal Max Harz 1=319(LC 12) Max Uplift 1=-395(LC 12), 12-266(LC 9) Max Gmv 1=1065(LC 1). 12=1591(LC 2) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 gb) or less except when shown. TOP CHORD 1-2=-404/14, 2-3=-2901/1440, 3-4=-2135/979, 4-5=-1907/954, 5-6=-2204/809, 6-8=-2184/802, 8-9=-1682/308, 9-10=-003/92, 10-11= 1006/2146, 11-12= 565/1233 BOT CHORD 2-19-16412809, 18-19= 16412808, 17-18= 9392075, 15-17=-189/319, 13-14--322/1450, 12-13= 312/1338 4-18=-2 WEBS 2-1 e 1 ae 1745, 6�'�., -23=-2�2/1137212-23-3411/6/961,924 20/234 9022=-96/525, 5-n=0291, 10.24=-10842629 .%p..........''A E N'• NOTES- No 39380 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psh BCDL=5.Opsh h=15ft; Cal. II; Exp C; Encl.. GCp60.18; MW FRS (envelope) gable end zone and C-C Extedor(2) 0-3-13 to 3-3-13, Interior(l) 3-3-13 to 9-0-0, Exlenor(2) 9-0-0 to - 13-2-15, Interior(l) 13-2-15 to 26-5.4 zone; candleverlefl and right exposed ;C-C formembers and forces & MWFRS for reactions DOL=1.60 - - ' shown; Lumber DOL=1.60 plate grip i 9 '• 44/ Z 2) 400.0Ib AC unit load placed on the bottom chord, 22-0-0 from left end, supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. i This truss has been designed for 10.0 bottom live load with any other live loads. �y4 i,�'(t p:• 4) a psi chord nonconcurrent 5) * This truss has been designed for a live load of 20.Opsf n the bottom chord In all areas where a rectangle 3-8-0 tall by 2-0-0 wide111111110 , , • O R \ p the bottom and r mem chordother ?��, m j 6) Ceiling dad load (5. ps j on bars 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 ps f) applied only to room. 13-14 Thomas A Mani PE No.39380 8) Refer to girder(s) for truss to truss connections. 9) Beating at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should venty MRek UK Ina RCeri 6634 capacity of bearing surface. 6904 Parke Fast Blvd. Tampa FL 33610 10) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 395 Ito uplift at joint 1 and 266 lb uplift Date: at joint 12. July 15,2018 A WARN1NG-VMtydW,.pnrameterannd READNO7ES ON TN DMCLUDEDA1 KREFERANGEPAGEMiF74Tlrev. 10032i)ISBEFOREUSE. DedOn void for useonly wtih lMekb oonnecbrs.Rls des'm boscd S only upon rxaometersww% and isfox m BdMdual W11d'ng comionent. Trota n pneters acl properly incoporate Ih5 design Into theoverall tosssytem. Before use, theb ido, designer must Vedry the oppllcabllty of deAma bu0dngd:sigo. as lix, caledhloprevemblcKingof[roWmioltonswebard/orcirodmembersonly.:e "90! fabrkatlon, storage, delivery; erection anti lxacing of Castes and tmnsystemc weAN51/ryli Ova®y C2cda, DS9d9 and BG41 Bulding Component East BNd. A/ewmrermalbarvdlabe hnm irTm Rate InxnMe. R18 N.lee Sireei. SJte 312 Alexarxlda VA22314. Tonpa, FL 331110 Job Truss Truss Type , aty 1 Ply T14570292 1475992-PSLP A07 HALF HIP GIRDER 1 1 Job Referent¢ o tional Builders FirdSource, Von Mete, FLJ 94a Scale-1:46.6 Special NAILED NAILED NAILED 6x8 - 3x4 - 7e0 = 3x4 It NAILED NAILED NAILED NAILED NAILED NAILED 3 11 12 413 14 15 16 5 17 18 19 6 3�A G 2x4 II rvNiacv nn�Lea 7x10 = 3x4 = ��_,. ,....� 6x8 = Special NAILED NAILED LOADING (psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 ' BGDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TO 0.75 BC 0.30 WB 0.88 Matrix-SH DEFL. Vert(ILL) Vert(CT) Horz(CT) in (lot) Udell L/d 0.22 9 >999 240 -0.28 8-9 >999 180 0.06 7 Na n/a PLATES GRIP MT20 244/190 Weight: 1701b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing direcllyapplled or2-7-15 oc pudins, 1-3:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-83 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-8 2 Rows at 113 pis 5-7 REACTIONS. Qb/size) 7=2031/Mechanical, 2=1926/0-7-10 Max Horz 2=189(LC 8) Max Uplift 7_ 1036(LC 5), 2=-1031(LC 8) FORCES. (Ib) - Male Comp tMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=36752C38, 3-0=-41492237, 4-5=3123/1610, 6-7=-276/238 BOT CHORD 2-10=-1859/3193, 9-10=-184913170, 8-9=-2235/4147, 7-8=-160313086 WEBS 3-10= 244/684, 3-9=-498/1190, 4.9=-243(369, 4-8= l l-3W04, 5-8= 157/959, 5-7=-3437/1786 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL�A.2psf•, BCDL=5.Opsf; h=15ft; Cat. II; Exp 0; Encl.. leftonand Lumber DOL=1.60 DOL=1.60 lwver tight exposed ; plate gdp 3 Provide 18; S (envelope);cantilever adequates p pending. ```T1k111111 S A, q4 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads. �� ,Op � %% O B 0 5) • This truss has been designed for a five load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S'•.; will fit between the bottom chord and any other members. �' •• �% 6)Refer to girder(s) for buss to truss connections. 3 No 39380 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1036 lb uplift at joint 7 and 1031 Re uplift at joint 2.- 8) -NAILED' Indicates 3-10d (0.148x3•) or3-12d (0.148'x3.25') toe -nails per NOS guldlines. loads) lb down 2901b e Q 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated 202 and up at device(s) is i �•• F �/Z 7-PO on top chord, and 323 lb down and 332 lb up at 7-0-0 on bottom chord. The design/selection of such connection 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). .., • G R N�,� •••�'.�,��� LOAD CASE(S) Standard Ss�O• trill NAI 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate lncrease=1.25 ����. Uniform Loads (pit) Vert: 1-3=-54, 3-6= 54, 2-7=-20 Thomas A Albznl PE No.39380 Ldtfek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 Q WARNING. Verify design paernelceandeEAD NOTES ON THISANDPJLLUDEDMREKNEFEFANDE PAGE NI1-74Ylree 11=?015 BEFORE USE teee ttr M,deL9 G Btaran trroMtlud W!; designermust deny designoverall a t�system.aetale reelthe tlfl tl pieveer Mev oche apWk/fb oltleslgn co rdmema proNy. incorporate INs Ueslgn Into the overall system.uee. opp8ortYuponerignplersdwwn.rdp bu0ding tledOn. Hatlng trxncotetlhlo lxevent Wckling oflntlMduel lnraweb orb/or chord members oNy. Additional temporary artl permareni Maclrp MiTek' b sways r, for n ti vAM and dangle. ror general midance re q the sltled bcollop of y.ore andrs onsO ass syste & kn ell ontl bating of ore InsSyMemss ClHsdn, DSBdwandaC51 Bugdfng Component M11 Qu lung Safety rt Malaga, tlelNeryfrom 69N Parka Ean BNE. Truss Alexandria SDIo/ytrlromlatbmvmaDle from true Plate Im1IINe. 218 N. Lee Sheet Site 312 PlexrneAa. VA 22314. 18 N. Terrya, FL 33610 Job Truss Truss Type . Cry r Ply T74570292 1475992-PSLP A07 HALF HIP GIRDER 1 1 Job Reference a tional Builders Fm;tSource, Fort Piece, FL 34945 8.220 s May 24 2018 MITek Industries, Inc. Sun Jul 15 12:18:08 2018 Page 2 1D:7k84E7CgbeTxm_Xyl ET6mAyKWIt-yaYgGgkULOICsokw3ImgbZOnNLhYBqmfiIvUJ7yxqOj LOAD CASE(S) Standard Concentrated Loads (lb) Veit: 3_ 155(F) 10=-323(F) 11= 105(F) 12=-105(F) 13— 105(F) 14= 105(F) 15= 105(F) 16= 105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(F) 21= 58(1`) 22=-58(F) 23= 58(F) 24=58(F) 25= 58(F) 26= 58(F) 27=-58(F) 28=-58(F) A WARNING-Vetllytlasign paramefan and READ NOTES ON THIS AND INCLUDED NGTKREFERANCE PAGE UX7473mv. 1BOXVIS BEFORE USE Design vaild foruse only wrth MJr.kDaonnactors.rNsdesign Is bassd only upon paaneters drown. and 1s fa an IndIVIducl building component. not a truss system. Before use. the buirc Ing designer must verry the appihalAlry of design parametersand properly hcorponce Bdsdedifn Into the overall bildllgdedgn. Bracing indicated is to preventwckling ofindMdual huAweb and/or cho:d members only. Adafional temporary antl permanent braclrg MiTek' Is always recoetl for stdo0ty aW to prevent collapse Win posffile pefsaal injury and property damage. For general guldance regarding the fabrication, storage,delivery, erection and bracing of Ifusses and num systems, seeAIs&7;NI Quality Clgrtb, 0$849 and SCSI Sugding component 6904 Perko East Blvd. SahlyN/afmatlelpvmlabie from buss Rate Institute. 218 N. Lee SireeL Site 31Z Alexandra VA 22314. Tefrpa, FL 33610 Job Truss Truss Type , Ory Ply T14570293 1475992-PSLP B01 Root Special 3 1 Job Reference o clonal Builders FirstSource, Fort Piece, FL34945 a.z us may z4zuusivi ekinuwmes,mc. oun out to lLpa:ueeui o rugu i ID:7k84E7CgbeTxm)ty1 ET6mAyK W 1 t-Rm53TAk66kn3UyJ7dkl37mxu51tiwLepxhel sZyxgOi Scale: 1/4'=I' Sx8 = Srl.5x8 STP= ._ _.. 3.20 FI2 6x8 3 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. TC 1.00 BC 0.94 WB 0.59 Matdx-SH DEFL. in Vert(LL) 0.37 Veft(CT) -0.47 Horz(CT) 0.30 fee) Well Ud 7-8 >838 240 8-9 >661 180 5 n/a rda PLATES MT20 MT20HS Weight: 130 to GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.l TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP N0.2'Exmpl' BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing. 7-9:2x4 SP No.2 WEBS 1 Row at midpt 4-8. 2-8 WEBS 2x4 SP No.3 REACTIONS. ob/size) 1=95WO-7-10,5=1033/0-7-10 Max Horz 1=-144(LC 8) 1 Max Uplift 1=-327(LC 12), 5=369(LC 13) FORCES. Ob) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3283/3494, 2-3_ 1455/1603, 3-4=-1454/1550, 4-5=3259/3347 BOT CHORD 1-9=-2985/2947, 8-9=-2806/2760, 7-8=-2748/2714, 5-7= 2924/2923 WEBS 3-8=-721/816,4-8=-1528/1915,4-7=-664/861,2-8= 1574/1973,2-9=-729/871 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=4.2pst; BCDL=5.Opsf; h=15ft, Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-3-13 to 6-3-13, Extedor(2) 6.3-13 to 13-3-8, Comer(3) 133-8 to 19-3-8, Exterfor(2)19-3-8 to 27-7-0zone; cantilever left and fight exposed;C-C for members and forces B MWFRS for reactions shown; ,`�T1���1���/i��, Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. ��� gyp$ A. %- a ' e 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. e •.� G E N S'�.; 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,; will fit between the bottom chord and any other members. No 39380 6) Blaming at joint(s) 1, 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3271b uplift at joint and 369lb uplift at 5. 1i joint A; �% Thomas A. Albans PE Nu.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data. July 15,2018 Q WABNWO-Vedyooaignpare ofoumdRADNOTES ON TKISANDM6LUDEDMBEKNEFEBANGEPAGEM674MMm. 101034?DISBEFONEUSE De90n vo;d for use only Wth MitekOconnectors. iM1kdedgn b based only upon parameters slo cod Is far on Yallvdud bu8dng component.rroi a It=system. Before use, the bulid rx, designer mast vedty the opplec"Ity prop of de Ign paraneters and edy lncalpofate ells desl9n Into nie overall bu0dlrg design. &acirg Indicated is to prevent buckling of lrsdividual hunweb ad/or chard members only. Adtlllionaltemporaryandpermarsentbradng MOW wan regaang the saglss, generalnd falwaysn. storara elivelryamilpreventcoilngse and truss systems, soandpropedydarnage.Tar andbracing of and labdcatbn storage, delivery, dtuss oSBdg onD BGSI EuedOuy Component EC Il 6904 Parke Eost Bbd. muss, 18 N. , Alexa1yIPIi VA M31CrEeM, sOryadopnaf101uv�ode hOm Truss Rote InsdMe.218 N. Lee aheet, SWIe 312 AlexoMd¢ VA 22314. from Tarrya. FL 33610 Job Truss Truss Type r city , Ply T74570294 1475992-PSLP B02 Roof Special 5 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.229s May 24 20iu MI l ek inausmes, Inc. Sun Jul i 5 12a a:l a 20I8 Page l Scale=1:47.6 518 = ;TP= ST1.5x8 STP= 3.20 12 6x8 0 �v id 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 FBC2017rTP12014 CSI. TC 0.55 BC 0.94 WB 0.59 Matrix-SH DEFL. in Verl(LL) 0.35 Vert(CT) -0.44 Horz(CT) 0.28 (loc) Wall Ud 7-8 >879 240 7-8 >700 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 128 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or4-2-11 oc pudins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-8:2x4 SP No.2 WEBS 1 Row at midpl 4-7, 2-7 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=958/0-7-10, 5=958/0-6-2 Max Horz 1=132(LC 9) Max Uplift 1=327(LC 12), 5=-326(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3276/3522, 2-3= 1453/1613, 3-4=-1453/1611, 4-5=-3253/3494 BOT CHORD 1-8=3044/2941, 7-8= 2862/2754, 6-7=-2833P2731, 5-6=30OW917 WEBS 3-7= 723/810,4-7= 1545/1960,4-6=-733/863,2-7=1568/1986,2-8=-744/870 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.Ops1; h=15U; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Gamer(3) 03-13 to 63-13, Extedor(2) 6-3-13 to 1348. Conner(3) 13-3-8 to 193-8, tooncantileverleft and right exposed for members and forces & MW FRS for reactions shown; I3I DOL=3-8 ; ;C-C A. P Lumber plate grip 80 loads. ,,,, ,', 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live 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 �� O • 0 g'•.'9ijj ' �' F �'• V will fit between the bottom chord and any other members. i 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/1PI 1 angle to grain formula. Building designer should verify No 39380 capacity of bearing surface. 6) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 327 lb uplift at joint 1 and 326 lb uplift at 7 joint 5. — 0: U �OCo Op OQ•N:%% SS10NA#trill� E0 Thomas A. Marl PE No.39380 MITek USA, Inc. FL Cert %34 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 A MIMING. VeflryOeslgnparamelemand BEAONOTES ON THMANOINCLUGEOMIEKBEFEBANCEPAGEMP7473mv. 10,012015BEFOBEUSE tllityl 6basedoH1Iapon paa an PIoNItluG WOsdecompotle Mill tbuld caleager etenarel a I=vIorforuseeNy oriot a ItIcIswslem.Beforouse.IMIw mt porn properly OppllclW ofdesignrnramemeandmmly.yhcornorate ttilsdeggn Into the overall Istdeskxleimust Ieofie Is lointllcat is antlpetmanenl Nratlll9 WceiWin lrMlvlopewnar sswebalrlratctattlmcomago. MiTek' clwa re uire !for and revert collapse Isalways rm o wlltl posslblep o generalere edwdamage. For ge4 alndIICU guidanceregardingCo the systel vaerNSM1al stor e. ellelN scopteveniacing of fad antl OSB-09 and BCSI BGHChg Component o218 BNrl. Info naficevotablN.erecllon Suite 312, exary ic.VAM1CtQgM, Institute, N. Lee Street, SONryfnbfmalbmvUlOWe from truss Plate Institute, 219 N. Ise Siree6 Suite 312, PlexantlA¢ VA 22314. Safety FL 3361East Tawa,6904 Tempe, FL 3aet e Job Truss Truss Type , Cry , Ply T74570295 1476992-PSLP B03 Root Special 3 1 Job Reference a Ronal Builders FirslSOurce, Fort PIeCa, FL 3494b e.zm s may ar 20 io Ws rem muuw„ee. us. o..i u, oa=, m �l STI.5x8 STP = 3.20 12 6x8 = Scale: 1/4'=1' ST1.5x8 STP= 6x8 a LOADING (pst) SPACING- 2-0-0 CS]. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Verl(LL) 0.36 8-9 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(CT) -0.46 8-9 >681 160 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.29 6 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 1301b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 80TCHORD 2x6 SP No.2'Except' WEBS 1Row at midpl 5-8.3-8 7-9: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=956/0-6-2, 2=1031/0-7-10 Max Harz 2=144(LC 9) Max Uplift 6=326(LC 13), 2=-368(LC 12) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=3249/3362, 3.4=-1448/1556, 4-5=-1448/1605, 5-6=3247/3484 BOT CHORD 2-9=-2962/2914, 8-9= 2783/2706, 7-8= 2817/2726, 6-7=-2996Y2911 WEBS 4.8=.719/809, 5-8=-1545/1957, 5-7=-731/861, 3-8= 1526/1923, 3-9=-674/859 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=5.0psh, h=15f1; Gat. II; Fxp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0. Extedor(2) 5-0-0 to 13-3-8. Comer(3) 133-8 to 19-3.8. Extedor(2) I"-e to 26-2-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) All plates are.MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 6,2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 6 and 368 lb uplift at joint 2. A. i A� .'V\GEN3F•.�'iii i No 39380 as se as we 9 ' �4uOn 11 Thomas A. Marl PE No.39380 MBek USA, Inc. R. Carl 6834 69M Parke East Blvd. Tampa R. 33610 Date: July 15,2018 A WARNING- Verily design peaseafnvand READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MIF7473mv. 10024IDIS BEFORE USE Deslgn valltl for Use oNY w1h IwTekH connectors. ihisdesign b bored any upon parameters sttcr ,cad isfor an ksd kral bu8ding component trot a toss system. Before use. the buildlag de5gner must ve4fy the appllcaraiN of assign parameters arxi properly Incorporate Ibis design Into the overall Atltlinorwifempaay antl permanent bradrrg MiTek' buAtlingaledgn. bacbgind atedistotxevenibucMlgolindlvidurilirusswebaM/wctwrdmembemody. kalways requlredTor siabWryard to prevent collapse with posdble personal l+lury arM Properly tlamage. For general gultlance regardW the fabrlcalbm storage, ddl ery, erectlon and brac[W of fnrssesand truss systems seeANSUIPIi Cuoff00yy Cmeda. DSB-89 and SCSI BUBdblg Component 6904 Parka East Blvd. Density erbnnafbnMaNe from Truss Rate insalute. 218 N. Lee Street. Sulfa 312.AlexandrW, VA21 14. Terrpa, FL 33610 Job Truss Truss Type Oy Ply T74570296 1475992-PSLP C01 Root Special 2 1 Job Reference (optional) Builders FirslSoume, Fort Piece, FL 34945 o, ,. us may zrzoic Niue nmusmns, m, ouuwi m 12.18.n 2018 raae, Xyl ET6mAyKW 1 t-N90pusmNeLi njGTVkgKXCBOHFZdLOGX60778wRyxgOg r" 26-7-0 ;27-7-0i Scale=1:47.5 Sx8 = 3.20 FI2 2x4 11 axe = """ _ 2x4 11 46 _ LOADING (pat) I TCLL 20.0 TCDL 7.0 BOLL 0.0 ' 1 BCDL 10.0 I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS'. TO 0.77 BC 0.67 WB 0.56 Matrix-SH DEFLIn (too) Udell Ud Ve 1(CL) 0.25 13 >999 240 Vert(CT) -0.2914-15 >999 160 Horz(CT) 0.15 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 147 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N1.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc pudins. 3-5: 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 3-9-2 no bracing. Except: BOT CHORD 2x4 SP No.2'Except' 10-0-0 oc bracing: 12-14 2-15: 2x6 SP No.2, 4-12: 2x4 SP No.3 WEBS 1 Row at midpt 5-14 WEBS 2x4 SP N0.3 REACTIONS. (Ib/size) 2=1040/0-7-10, 7=1035/0-7-10 Max Hoa 2=141(LC 11) Max Uplift 2=364(LC 12). 7=-366(LC 13) FORCES. (Ib) - Max Comp.tMax. Ten., All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3166/3108, 3-4=-1982/2063, 4-5=-1968/2318, 5-6=-1151/1368, 6-7= 1694/1736 BOT CHORD 2-15=-2572Y2843,14-15-2395/2640, 4-14=-202/547, 9-11-1357/1428, 7-9-1355/1432 WEBS 3-15= 657/832, 3-14=-1004/1166, 11-14-619/933, 5-14=-1420/1242, 6-11=-560/824. 6-9=0/284 )�lv NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) C9 7-1, C CComer(3)d gust) PSG A T qZ �',', GCpi=O.S18;EMW FRS (envelops) and -1 -0-0 o 5-0-0 Exledor(2) 5-0-0 to 33-8 Comelr(3) 13-M to ,,,` Eldedor(2) 19-7-1 to 27-7-0 zone; cantilever left and dght exposed ;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 grip DOL=1.60 %% O . N$A• q2 �i ••'• plate 3) This buss has been designed for a 10.0 psf bottom chord live load nonconeunent with any other live loads. ��`��-•'•\GE �� �' ` i 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 : No 39380 will lit between the bottom chord and any other members. 5) Beadng at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity _ capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 3641b uplift at joint 2 and 3661b uplift at T Joint 7. 0 R , El�� % ;ONA' Thomas A. Albert PE No.39380 MITak USA, Inc. R. Gen 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 15,2018 A WAHNRIG. VedlydWgnpammafersand NEADN07ES ON TNSANDWCLUDEDMfFEKREFERANCEPAGE, 7473mv 10MO1SEEFOFEUSE pedgn veld for use orgy with Mgck aonrwctors. lNsdc9M 6 bo .Ny upon paraneters at , and Mar an Individual building component not �R w■ a tn.system. Before usa. thel Wdng designermust verily tine appllcaballyofdesign parnmetersantl properlyincorporate ttilsdeslon Into the Overall bulldIng design. Brmhg Mutated b to WCkilrg of Indivdual lmmweb and/or chord members oNy. Addltorwl temporary and permanent bracing MiTek• prevent Is always ieaulred for stal>fllly anal to prevent cc4c,se wnh PcaZle personal Injury and property ck noge. For Oenmd guidarce rcgardnn the fabidatan, storage. delivery, ereceon and bracho of trusses and Wm systems. seeANSU1911 BuoRy Crilodar, DS8419 and BCU BuMing Component 6904 Parka East Blvd. Sa(efypUonnolbrpvUlatNe from Toth Plate Institute. 218 N. Lee Street. SWIe 312. Nexandda. VA 22314. Tanya, FL 33610 Job Truss Truss Type Ory Ply T14570297 1475992-PSLP CO2 Common 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220 s May 242018 MI1 ex maU6Bies, Inc. bun Jul to mianz zui1f Page l 6.00 12 4x10 MT20HS= Scale=1:48.8 STI.Sxlt STP= 3x4 = 3x6 = 8x4 = ST1.5x8 STP= 46 = 44 = 9-01 8-6-0 9.0.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.22 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 6-7 >999 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 6 n/a Na BCDL 10.0 Code FSC2017/TP12014 Matrix-SH Weight: 1201b FT=201 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Gelling directly applied or 4-1-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=958/0.7-10, 2=1033/0-7-10 Max Horz 2=144(LC 9) Max Uplift 6-327(LC 13), 2=-369(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1639/1764, 3A- 1461/1724, 4-5= 1468/1817, 5-6-1647/1855 BOT CHORD 2-9=-1425/1403, 7-9=-716/936, 6-7=-1427/1412 WEBS 4-7=-632/593, 5-7=-346/720, 4-9-610/587, 3-9=341/713 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2ps1; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extenor(2) 5-0-0 to 1333, Comer(3) 1"-8 to 193-8, Extedor(2) 193310 263-3 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.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 = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 6 and 3691b uplift at joint 2. NO 39380 = 9: TZ A, Thomas A. Albert PE No.39380 Mick USA, Inc. R, Carl 6634 6904 Parke East Blvd. Tampa R.33610 Data: July 15,2018 Q WARNING -Ved1fdestgn parameters end READ NOTES ON MSANGfROLUOEOMREKREFERANGEPAGEM6747a mv. 1ND35015BEFOREUSE. Design for use o necf tledgn k based oNy upon parameters shown. dd bfa an edNdua buedegt canpwreno not th MBedlixt �� Pier us , d r muss Incorporate ihh designInto the overall amisssystem.Beforeuse,titBatel NtdesignermustverifytheapWlcabully edesignparametersandprogeny ienl bracetg DawngdequIr l4acNghity, MiTek' reventenllatne th povblePrmsswebyand!chordmembom amage.ly. generalgldance reardrig the ardtonrevenfccllgne gthe fsalwaysreauirage,ed and! to p n elivery, esa and bracingof ffu andhumssonal tems, OeGRy Cr@eM, OSB-0p GRB BG61 Striding Component ANS&roperlyclat Critelli i DSB.8ralndtlmceriding bn.storage, deltreryrom 6904P4R. East BNd. solely , 218 SGIOIy NlolmafbmvQlade from ire Rate Institute, 21a N. Lee Street Suite 312. Nexandao. VA22314. True Scree Sufems,se excriddo. Ta�rya, FL 33610 Job Truss Truss Type Dry Ply T14570298 1475992-PSLP CO3 Roof Special Girder 1 1 Job Reference o Banal Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MiTek Industries, Inc. Sun Jul 15 12:18:13 2018 Page 1 5,0 = 4x6 = Scale=1:52.3 STI.SxB STP= " 1^ IL 14 n ST1.5xe STP= 3x4 = 2x4 II 3x4 = 5x8 = 46 = 3x6 = 3x4 = NAILED LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Gulp DOL 1.25 TC 0.36 Vert(LL) -0.13 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) .0.2512-13 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.09 9 War rura BCDL 10.0 Code FBC2017/1PI2014 Malrix-SH Weight: 153 lb FT=20°� LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-9-10 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS, (ib/size) 2=1103/0-7-10,9=1076/0-7-10 Max Horz 2=-119(LC32) Max Uplift 2— 366(LC 8). 9=-351(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1875/555, 3-4-1445/440, 4-5=-1296/475, 5-6=-1512/474, 6-7=-2205/687, 7-8=-1577/461, 8-9=-1751/483 BOT CHORD 2-15= 502/1597, 14-15=-502/1597, 13-14= 261/1237, 12-13_ 506/1958, 11-12=-879/2946, 9-11=-361/1464 WEBS 3-14=-428/278, 4-14= 83/337, 5-13=-85/407, 6-13= 761/370, 6-12=-51/430, 7-12=-10281389,7-11=-1589/575,8-11=-217/843 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); cantilever left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This Imss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 3661b uplift at joint 2 and 351 Ib uplift at joint 9. 7)'NAILED' indicates 3-10d (0.148'x3•) or 2-12d (0.148'x3.25') toe -nails per NOS guidiines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-8=-54, 8-10=54, 2.9=-20 Concentrated Loads (Its) Vert: 8=31(F) m I6 tt�, Jolf �41,� :��GENgF No 39380 ice' • �� OAF ' O R 10 ,,SSJ�NA� EC��. Thomas A. Albert PE No.39380 MRek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 ,&WARNING -Verity design paramehavand READ NOTES ON TWO AND INCLUOEGNREKREFERANGE PAGE M0.7473ray. 10N12016 BEFORE USE Design valid fan use only wtM MITeknconmIctors. TNs deslgn Is bated only upon paranefers shown. and Iifw On ediNWral Wilding component, rat a trusssystem. Before use. Ile bWiding designer must verify the applicability of design parametersand poperly Incaparato IiJs design Into lire overall bWlalngdedgn. Bractctng intlkaled is to prevent WcWIW of Individual tnnsweb and/or chord members only. Addllonaltemporaryondpermonentbmcing MiTek' Is always required fa stability and to prevent collapse with possible Personal ln)ury and properly damage. For general guldartce regarding the fabticallon,storage,delivery, erecaon and bracing of Irises and it asystems, saeANSOIPII Quality Criteds. DSBIp and BCS/ Sugdrog Component 6904 Parke East Blvd. Sorely Wormalbrpvallade Inom 1. pate Insnfufe. 218 N. tee Street. Sure 312, Alexadda. VA 22314. Tarrye, FL 33610 Job Truss Truss Type . Oy„ Ply T14570299 1476992-PSLP C04 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 2018 MiTeklndusbies, Inc. Sun Jul 1512:18:142018 Pagel 416 = 3x4 = 4.6 = 4 5 6 Scale=1:52.8 ST1.5x8 STP= 14 14 11 ST1.5x8 STP= 4x6 = 3x8 = 3x4 = 3x8 = 3x4 = 4x6 = LOADING (psf) SPACING- 2.0-0 CS1. DEFL. In (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 VeFuLL) V..1 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.31 2-14 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.08 9 rVa n/a BCDL 10.0 Code F802017/rP12014 Matrlx-SH Weight: 1441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or3-11-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 2=1105/0-7-10, 9=1105/0-7-10 Max Harz 2=-99(LC 10) Max Uplift 2= 347(LC 12). 9=-370(LC 13) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-1835/1929, 3-4=-1607/1584, 4-5= 1399/1545, 5-6=-1531/1738, 6-7=-1750/1767, 7-8=-1665/1808,8-9=-1897/1888 BOT CHORD 2-14=-1576/1583,12-14=1149/1573,11-12= 216912248, 9-11=-1451/1612 WEBS 3-14=-234/627, 4-14=-432/478, 5-14=-339/363, 6-12=-395/502, 7-12= 792/1140. 7-11=-874/1002, 8-11=-6991761 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=5.0psf; h=15ft; Cal II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3)-1-0-0 to 5-0-0. Extedor(2) 5-0-0 to 9-0-0. Comer(3) 9-0-0 to 15-0.0. Extedor(2) 15-0-0 to 17-7-0, Comer(3) 17-7-0 to 22-6.8, Extedor(2) 22.6-8 to 24-6-8, Comer(3) 24-6-8 to 29-7-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.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 3471b uplift at joint 2 and 370 lb uplift at joint 9. No 39300 b rr *R,\,v3 : ONA; � C?% Thomas A. Mart PE No.39380 Milk USA, Inc. FL Cart 6634 6904 Parke East BNd. Tampa FL 33610 Date: July 15,2018 Q WARNING- Vfifydov/gnpammd....d READ NOTES ON THISANDWCLUDED MITEKREFERANCEPAGEMI.74A rov. 10N 0166EFOREUSE Design vGltl for use only with kllfekD connectors RdsdesIrm Is basedon y upon parameters shown, and h foran Irstlivtdld bulidng component, not a Irssssystem. Before use, the b lldW designer must verity the applicab0lry of design parameters and properly IncolWrate This design Into the overall bu0dngdesign. BrochgIndcaledIstoprevent buckling ofindlOdualtnrssweb and/or chord members any. Atltllflonallemporayandpermanenllxacing MiTW Is always required far stability and to prevent cdlaze with possible personal Way antl property damage. For general guidance ce regarding the fabrication, storage, delivery. etec0on and bracing of trusses and huss Mfem%seeANSW11Glossary Crgsrb, DS94F and SCSI 1100W Component 6904 Parke East BN4. Safetyhlbrmufbrovdiade from Truss Hate Im11Me, 218 N. Lee Street. SuBe 312. Alexandra. VA 22314. Taopa, FL =10 Job Truss Truss Type Oty Ply T14570300 1475992-PSLP COS Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220 s May 242018 MiTek Industries, Inc. Sun Jul 15 12:18:15 2018 Page 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKWIt-FwTKkDptraYCCtnGz?OTNI BwDAz8K4ghJd5M3DyxgOc 201-6 2z-06-06 I 270 �19a-o163-3388 E3o -1-2-BEN -0-0' 4x12 = eae Fre 20 II Sxe = 5 64x6 = 4x6 = Scale=1:52.8 5T1.54 STP= 19 1J = 11 is ST1.5x8 STP= 4x6 = 2x4 11 3x8 = 3x43x4 = 3x4 = 4z6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.96 BC 0.75 WB 0.46 Maldx-SH DEFL. In Qoc) Vidal Ud Vert(LL) 0.19 2-14 >999 240 Ved(CT)-0.2611-13 >999 180 Horz(CT) 0.07 8 IVa r1/a PLATES GRIP MT20 2441190 Weight; 1391b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 ocpudIns. 1-3:2x4 SP No.t BOT CHORD Rigid ceiling directly applied or3-8-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1105/0-7-10, 8=1105/0-7-10 Max Herz 2= 79(LC 10) Max Uplift 2=-340(LC 9). 8=-349(LC 13) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-1811/1633, 3-4- 2078/1952, 4-5-2078/1952, 5-6=-1922/1876, 6-7= 1585/1696, 7-8=-1841/1715 BOT CHORD 2-14=-1180/1525, 13-14=-1181/1532, 11-13=-1309/1767, 10-11=-1439/1859, 8-10= 1271/1557 WEBS 3-14=13/281, 3-13=-4877719, 4-13=3791419, 5-13=305/465, 5-11=348/407, &11=309/435, 6-10- 547/333. 7-10= 3061563 NOTES- 1) Unbalanced root liveconsidered , '124mph; lA 2) Wind: ASCE7-10; VuloLa-160mph3 seco dVasd=TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat II; Exp C; Encl., ,����P$A e lip GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extenor(2) 5-0-0 to 7-0-0, Comer(3) 7-0.0 to 13-&6, Exledor(2) 13-3-8 to 19-7-0. Comer(3) 19-7-0 to 20-6-8, Exterior(2) 20-6-8 to 22-6-8. Comer(3) 22-6.8 to 28-3-3. Extedor(2) 283-3 to 29-7-0 `% ��. i G E N S '.1, left exposed for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ,� ��` zone; cantilever and right ;C-C plate grip DOL=1.60 : No 39380 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. S Z# L 5) ' This Inks 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 fit between the bottom chord and any other members. Oi will 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340lb uplift at joint 2 and 349lb uplift at joint 8. i 9 •441 i ku i�i,C.�s ' . O R i6;',S,0 N A4 Thomas A. Albanl PE No.39380 MRek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 QWARNING-Vedlydesignpmemeferamd REAONOMS ON 7MSAN0 INCLUDED MIiEKREFERANCEPAGEUl74"aav 10/03R0159EFORE USE I}nlgn vailcl Iw use only W4h Wastes 4OF fcas. Ws design Is based only uponpaanetersdrown. and is for m hdividgi WLdlnp cempone.f, not a tons system. Before use, fine bullding designer must verify too applkaMly of design poronlelers antl INoperly Incomorale Res design Into the overall WDalrq deslgn.&achg indicated is to prevent WcM1W of lnc[Mduol tees webs /or chord members only. Atltllllonal temluoraryand permanent bracing MiTek' Is always raq,rJred fa stabinfy antl to prevent collapse won possible Personal hlury orb property damage, For general guidance regarcling the fabricatba storage, delivery. election antl Uaclru of ITUMS Md tfUSS"Onaa seeANSYNell Quality CdleM, OSS49 and BCSI auadNp Component 6904 Parke East Blvd. Snrefy edonnaHonca dlode from Truss Rate hsliMe, 218 N. Lee Street SMe 312, Nexorwhim VA 22314. Tanpa, FL 334310 Job Truss Truss; Type ary Ply T74570301 1475992-PSLP C06 Hip Girder 1 1 Job Reference (optional) Bunaers nusl ource, ran rmcn, rL aRnva 11-0-0 1-0-q I '5-0-0 Special Sx0 = 6.00 F12 3 I O v,ay er eu,o nu, ennmuumw nw. our uui,o ia.,a.II av P. Hoye, ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1t-CIa49vreDBowRBwf50RxSSGHE_dyox0_mxaS85yxgOa 9-8-10 143.8 18-10-6 1 z3 7 28-7-0 �1-7-q 4-8-10 4-6-14 as-14 4-8-10 5.0.0 1-0-0 Scale = 1:51.8 NAILED NAILED NAILED NAILED NAILED Special NAILED 2x4 11 NAILED 5xB = NAILED 2x4 11 NAILED 5x8 = 15 '16 4 17 18 5 19 20 6 21 22 7 ST1.Sx8 STP= 19 23 24 1O 25 26 1 4 27 20 " 29 30 ST1.5x8 STP= 3x6= 2x4 11 NAILED 6x12 MT20HS= NAILED bA 11 6x12MT20HS= NAILED 2x4 II 3x6= Special NAILED NAILED NAILED NAILED NAILED Special NAILED LOADING (pat) SPACING- 2-0-0 CS'. DEFL. in Ooc) Utlell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.50 12 >676 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.59 12 >568 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Coale FBC20177IP12014 Matrix-SH Weight: 136 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid telling directly applied or 3-9-3 oc bracing. 11-13: 2x4 SP No.t WEBS 20 SP No.3 REACTIONS. Ob/size) 2=1703/0-7-10,8=1703/0-7-10 Max Harz 2= 59(LC 6) Max Uplift 2=951(LC 8), 8=-951(LC 9) FORCES. Ole) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3135/1866, 3-4=4279/2562, 4-5= 4279/2562, 5-6=-4279/2562, 6-7=-4279/2562, 7-8=3135/1866 BOTCHORD 2-14-1617/2701, 13-14=-1619/2712, 12-13=2791/4809, 11-12=-2791/4809, 10-11— 157612712, 8-10=-157412701 WEBS 3-14=-36/351, 3-13=-1048/1813,4-13=-411/403, 5-13=-616/355, 5-12=0/341, 5-11= 616/354, 6-11= 411/403, 7-11=-1048/1813, 7-10=38/351 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=5.0psf; h=15ft; Cat. II; Exte 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconciment with any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 951 111 uplift at joint 2 and 951 It, uplift at Joint S. 8) 'NAILED" Indicates 3-1 Od (0.148°x3°) or 3-12d (0.148°x3.25°) toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 he down and 268 Ib up at 5-0-0, and 184 111 down and 268 Ito up at 23-7-0 on top chord, and 114 It, down and 107lb up at 5-0-0, and 114111 down and 107111 up at 23-6-4 on bottom chord. The design/selection of such connection davice(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 54, 3-7— 54, 7-9-54, 2-8= 20 O`�'�PS 1 A. f; Z No 39380 `S/ONA)- I �ffff111111111� Thomas A. Albert PE No.39380 MRek USA, Inc. FL Cart 6634 69M Pafke East Blvd Tampa R.33610 Date: July 15,2018 ®WARNING .Vyyyd /Bnpatamer..edREAD NOTES ON MIS AND INCLUDED MIFEKREFERANCEPAGEMII.7473.e.. IMV2VIS BEFORE USE. Design vaid for use onlywih MOeMoonnectols. TM design 6 casual any upon paometersdnown and Is for an YWMdual building component not a hum system. Before use, me buildirg designer must verity the anpilcabflly of tlesign parametomaexl properly Incorporate IhN tlesign Into the overall bullmrgtlesugn. &ace'ngimkatetllsfoprevenlWckllnDoftn Nltlu mweba lorctwrdmembersody. AddllbrwlfemPorayadinemnonentbracing MOW Is always regWred for ctabllity and to prevent collapse with posside personal NAxy anal properly damage. for general guidance replacing Me fabrication storage, delivery, erection and bracing of Nunes and truss systems. seeANSIOPN Quality CAT,&L DSBAp and BCsl Busding Component 6904 Parke East Blvd. salary lNom aBonavallable from muss Role InsIIMe. 218 N. Lee Street, Site 312. Alexandria. VA 2231 A. Tampa, FL 3361 D Job Truss Truss Type r faly, Ply T14570301 1475992-PSLP C06 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MiTek Industries, Inc. Sun Jul 15 12:18:17 2018 Page 2 ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1t-CIa49MDBowRBwf50RxSSGHE_dymt0_mxaS85yxgOa LOAD CASE(S) Standard Concentrated Loads (lb) Vert 3=-137(8) 7= 137(B) 14=-70(B) 5=-61(B) 12=-26(8) 10= 70(B) 15--61(B) 16= 61(B) 17=-61(B) 18=-61(8) 19= 61(B) 20= 61(B) 21=E7 (B) 22= 61(B) 23=-26(B) 24-26(B) 25— 26(B) 26_ 26(B) 27= 26(B) 28=-26(B) 29-26(B) 3o--26(B) A WARNNG-Ved1ydesf9ri m .f...dREAONOTES ON 7 ANDWCLUOEOMREKREFERANOEPAGEM 7473mv, 1"12015 BEFORE USE. On trofl� Pnal De8� y�k ly as frsysi mBefore desig. mtvfytM pplk tyofde9gnP=e�em" properiyhcoryratecleslg�lot eo cil btfidni] design. &acing lnci aced is to prevent fvcHinl of lndNlclud 1. web mid/m chmd members only. Additional temporary and permanent brociM MiTek' midembz> WopeddBmsroIWe rOedgfmngtl to Wond h Pomsrid rD brooclhlargps fwll tnu sseiss fatd,o on,:storeadgefo,dellve1yandefectilm seaANSWI1QuaWCrIfr. bfo, S" Va GnCComponent a904Pahe East SaNlyinfofmOHonvoloblefrom TrtcsRole trssflMe, 218 N. Lee Street suite 312.AJexmwdda VA2231d. Taya, FL 33610 Job Truss Truss Type Oly , Ply T74570302 1476992-PSLP CJ1 Comer Jack 20 1 Job Reference a clonal Builders FirstSource, Fort Piece, FL 34945 e.eeu s May 4c 1512.16.,o 2016 Faye, 3x6 = ST1.5x8 STP= LOADING (psi) SPACING- 2-0.0 CSL DEFL. in (too) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2 >999 240 TOOL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MaInx-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=-e/Mechanical, 2=125/0-7-10, 4=9/Mechanical Max Hon 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 CompJMax Ten. -All forces 250 (Ib) or less except when shown. Seale =1.7.0 PLATES GRIP MT20 2441190 Weight: 5In FT=20 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. 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=4.2pst; BCDL--S.Opsh h=15th, Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and fight exposed; porch left and right exposed;C-C for members and tomes 8 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 nonconcument with any other live loads. 3) ' This truss has been designed for a rive load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 Ib uplift at joint 3 and 63In uplift at joint 2. .�`%p�`PS' No 39380 C F 'iftill at Thomas A. Albans PE No.39380 Mlrek USA, Inc. R. Cart RM 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 Job Truss Truss Type Cry , Ply T74570303 1475992-PSLP CJ3 Comer Jack 18 1 Job Referents o tlonal Builders FirslSource, Fort Piece, FL 34945 8.2 O S May -L4 2U18 MI I eK mOUSUIeS, Inn. Sun JW 1 b 141 unt, 20la Page l ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t-gV8SMFOn_Vwn3LVre7yA-gpctN77XY287bKOgXyxgOZ -1-0-0 3.0-0 _ 1-40 I 3-0-0 Stale: 1=1' 3x6 = STi.SxB STP= 3 0-0 3-0.0 Plate Offsets (X Y)-- (2:0-6-0 "-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.30 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 2-4 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Malrix-P Weight: ll lb FT=20". LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. Qb/size) 3=53/Mechanical, 2=18iM-7-10, 4=26/Mechanical Max Horz 2=92(LC 12) Max Uplift 3---63(LC 12). 2= 87(LC 8), 4= 31(LC 8) Max Gmv 3=53(LC 1), 2=186(LC 1), 4--52(LC 3) FORCES. 11b) - Max. ComplMax. Ten. -Al forces 250 Via) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; porch 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a five load of 20.0pst 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) id (by others) of truss to bearing plate capable of wimstanding 631b uplift at joint 3, 87lb uplift at joint 2 et 1111 111.,1'. jointnnection antl lb upl 4. uplift ,O�PS . q �i No 39380 '�AOR10P,:`�� E0G��• I0 Thomas A. Albanl PE No.39380 MITek USA, Inc. R. Get[ 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 15,2018 A WANNWO-yedry desJ1. I...teraandRSIDNOTES ON TN DB/GLUDEOfrNEKBEFENANOEPAGEM 74M.re.. rWMBrSBEFONEUSE began ,aid far use only Wth WekHcorvlectas This dedgn B based only upon parameters siwwn and Is for an ldMdual balding compotlent net ��- a Ines system. Before use, the buldI g designer must verity the QW1cabnly of design parameters and property Incorporate xnls design Into the overall buldrg design, gracing Indicated Is to pfevent brcITM ofirxLs4drrol tams web and/or chord members only. AciAtlonalterawrowandwrmanentbracing Mffek' Is dways reayllred for stability end to Vevent colapse Win posde Moor al n}xy and psopeay damage. For general grldawo regards the fabrication. storage. delivery. weceon ad bracing of trees and tars systems s MSL/Fpfl Qualify Crftda, DS"9 and 8C5/ Burding Componml 69" Panke East Blvd. SfMryWODIIO/bOlvollOde Iom Tam Hale Institute. 218 N. Lee Street. sure 31%Alexandria. VA 22314. Tanpa, FL 33610 Job Truss Truss Type ON , Ply T74570304 1475992-PBLP CJ5 ComerJack 10 i Job Reference o tional ., un, ..ono oma onnni Builders FirsiSource, hon wets, rL saaao ID:7ke4E7CgbeTxm-Xyl ET6mAyKW1l-BhirabsOlo2ehV42CrTPXWPnLpG7HHEE3ZC_yxgOY 5-0-0 -0-0 5 00 4x6 = STI.SxB STP= 5-0 Scale =1:17.9 Plate Offsets (XY) I20 0 4 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (loc) Well Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.15 2-4 >365 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.14 2-4 >401 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. 0b/size) 3=115/Mechanlc.W, 2=252/0-7-10, 4=4&Mechanical Max Horz 2=142(LC 12) Max Uplift 3= 122(LC 12), 2=-120(LC 9), a= 55(LC 8) Max Grav 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. 01b) - Max CompJMax Ten. -All forces 250 Qb) or less except Wnen shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc puriins. BOTCHORD Rigid ceiling directly applied or 9-7-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=5.OpsF h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This imss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 all by 2-0.0 wide Oil tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) or buss to bearing plate capable of withstanding 122 lb uplift at joint 3,120 Ito uplift at joint 2 and 55 Ib uplift at joint 4. A. . q i EN$F •2i ��. No 39380 4y O R 10 �N`�� Thomas A Albans PE No.39360 MR¢k USA, Inc. FL Carl 6634 6904 Perim East Blvd Tampa R.33610 Date: July 15,2018 A WARPING -Verily dut9Apaa e. andRaD NOTES ON TI¢S Me wOLUDW afITEKREFENAA1W PAGEN 7473 Av. 10 2015 BEFORE USE codgn v,tM for use only wtih vtteI corxleclas. ibis desgn Is based only Upon paanetem dwvAr. and B fa on hxff"" Wrong coral» h6 Wt ��• a true wsiem. Before use, the btdldng deslgwr must verify the oppacab6ity of dedgl lxrrametem and properly noog orme Ihh design Into the overall h rd membem orgy. AdBilawlfe WrarVondpemta ttxadng Well( Wldcl!W e5!gn. BocMhWlcotedkfopreventMnifigolksdNltluclnussweband/,x Isdwaysrequiredfmatadlnya loprevenlco4q Wlhponmlepersa kitand openydanage. Forgmerol gs9tlrasce regarding the rcudcaibnstorage, deWery, erectlon and brodrxl of nus c cl hu Mfems seeANS/OLI Dually CdfeM, OM49 and BCSIBu9d(np Component 6904 Parke Eml Blvd. SaNtylnloanatbrgv<ilade hom rase Plate ImIlMe. 218 N. Lee Sheet, eWle 312, Alexancdo. VA 22314. Tenpe, FL 33510 Job Truss Oly , Ply T14570305 1475992-PSLP DOI Common Girder 1 n G Job Reference o tional Builders FirstSource, Fort Piece, FL 34945 8.P us May 202016 MITex InausWe5, Ina. Sun Jul Ia m M o' US II �.. — 20 11 6x8 = m uro 7.10 = 6xe = a"O 2x4 11 3x12 MT20HS C a12 MT20HS i HTU26 HTU26 LUS26 LUS26 LUS26 Scale=1:40.1 Ig LOADING (pst) SPACING- 2-0.0 CSI. DEFL in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO0.53 Verl(LL) 0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.42 Vert(CT) -0.2511-12 >945 180 MT20HS 187/143 BOLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.06 8 n(a r/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 258 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigld ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3'Excepl' 5-11: 2x4 SP No.2 REACTIONS. (Ib/size) 8S/47/0-7-10, 2=1392/0-7-10 Max Horz 2=115(LC 26) Max Uplift 8= 1926(LC 9), 2=-1543(LC 8) FORCES. (Ib) -Max CompJMac Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-8622P2977, 3-0= 8788/3047, 4-5= 7040/2292, 5-6=-7041/2290, 6-7= 8881/2900, 7-8=-10508/3484 BOT CHORD 2-13= 2665/7566, /2-13= 2665/7566,11-12= 2680//832, 10-11= 2470!!91fl. 9-10= 3024/9247, 8-9= 3024/9247 WEBS 5-11=-1928/6054, 6-11= 2439/944, 6-10= 8402461, 7-10=-1541/653, 7-9= 526/1542, 4-11= 2312/1141, 4-12= 1055/2333, 3-12= 272/425 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 raw at 0.7-0 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 cc. 2) All loads are considered equally applied to all plies, except 11 noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only leads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced root live loads have been considered for lifts design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, 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 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psl bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.OpSf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192611b uplift at Joint 8 and 1543lb uplift at Joint 2. 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 12 Truss. Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 12 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 11-0-12 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 13-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. ,`IIIIIIIIl1/AA�, No 39380 .A' =101% O R %. Thomas A. Alban) PE No.39380 MRek USA, Inc. R. Cert 6634 6904 Padre East BNd, Tampa R. 33610 Data; July 15,2018 A WARNWG-Vw11ydetlgeparammeresndRE4GNOTES ON TN MDMCLUOEOa KRUF NLEPAGEM474Mw.. M63VOISSEFOREUSE Design vdld for use only vdfh RVtel.9comwlots. 7rSdeslgn 6based oNy upon paanelersshown, and Is for an Individual "dig component riot a truss system. Before use, the b ldhg deslom, musl verify Ibe aWIcabliny of design p naneleu antl pmpo ly hcomorate 1Ns design Into the overd; Wlltlitg design. Brorhghdkatedtslopeventbu hVofkKgvklpS webord/actardmembersoNy. Addltbnolte WraryandpermanenibrcrAg MiTeW b reaora tar slavery are to peveM collapse w for eeriest ddance re the xe pdsorgl hysec Ml po11 fabicabr storage, delivery. erection season systems, Quaana9e. ing Co bocci DSBdp and SCSI auSdtrrp Component n bractrg of18 6904Porte East BNtl. N. Le Show Aox ift VA M1Merv, SehyWoenalbrm�obe Gan Trim Boie institute. 218 N. Lea Sheet Siie 312 Alexarclr¢ VA 22314. Truss Tairya, FL 20810 Job Truss Truss Type Oty , Ply T14570305 1476992-PSLP D01 Common Girder 1 2 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 8.220 a May 242018 MtTek Industries, Inc. Sun Jul 15 12:18:20 2018 Page ID:7kB4E7CgbeTxm_Xyl ETSMAyKW 1tctGDn#OWeAVIetEmY_e45ulmBIT?IsOSup70.]yxgOX LOAD CASE(S) Standard 1) Dead+ Root 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 Qb) Vert: 9=-947(B) 12=-2011(B) 14= 1390(B) 15=-1390(B) 16= 947(B) 17=-953(B) 18= 950(B) ®WANNWG- Vedfydo gnpararnerersand NE/IDNOTES ON TNSANOWCLVD£DfRmar B£FEBANCEPAGE6 2473w: 101=1715BEPOBEUSE Design vo;:dfor use only wlin MJiekr'3eonneatas. TWdalgn h bmed only upon fraametem shouU and h for an Wtdud WUding component not a ituwsystem. Before use. the buACIDtg designer mustverifyf,eopPWm,Ety of design parametersa Properly Tcorporate ihhdeugn Intothe overall "c➢ngdedgn. Bran glndkaledhtoprevenfd hrgof�lrussweband/ud dmember y AddinorwltemporaryantlpermanentbraGrg MiTek' h always iequhed for stabIlty and to prevent collapse with posuble persorwl njury and property damage. For general gudmce wgorcing the fabticdlom storage, defloW. erecBm and bracing of trusses Old Imss system%seeANSINPII Qualify CrMrb, DSBdV and BCSI Bu3dbrg CDmoonsnt 69N Parke Eea BW. SaNty/nfonnatbmva0able ham Tnm Rate kuttute. 218 N. Lee Sheet site 312. Alexandit VA 22314. Tarrya, FL 33610 bTrussTmss Type Oty, PlyT1457030675992-PSLP �1)02 r14 Hip 7 i Job Reference o canal Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MiTek Industries, Inc. Sun Jul 15 12:1821 2018 Page 1 416 = 5x8 = 416 = 3xe — &a — 4x6 = LOADING (pst) TCLL 20.0 TOOL 7.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (Ib/size) 2=812/0-7-10, 7=812/0-7-10 Max Horz 2=-99(LC 10) Max Uplift 2= 264(LC 12), 7=-284(LC 13) Scale=1:372 CSL DEFL. in (too) Udell Vd PLATES GRIP TC 0.76 Ven(LL) -0.16 7-9 >999 240 MT20 244/190 BC 0.69 Vert(CT) -0.33 7-9 >722 160 WB 0.16 Horz(CT) 0.03 7 rVa n1a Matrix-SH Weight: 100 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8.0 oc pudins. BOT CHORD Rigid ceiling directly applied or5-11-2 oc bracing. FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1171/1093, 3-4= 966/953, 4-5= 621/667, 5-6= 965/952, 6-7=-1171/1093 BOT CHORD 2-10= 844/990, 9-10= 462/820, 7-9=-736/990 WEBS 3-10=-265/545, 4-10=-3391311, 5-9=370/322, 6-9=266/547 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=5.0psf; h=151t; CaL 11; Exp C; Encl., GCpl-0.18; MW FRS (envelope) and C-C Comer(3) -1-" to 5-0.0, Exterior(2) 5-0-0 to 21-8-0 zone; cantilever left and light exposed ;CC for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2�0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to basing plate capable of withstanding 284 lb uplift at Joint 2 and 284 lb uplift at Joint 7. E N 3 .92'ii No 39380 * . of /ONA� Thomas A. Albanl PE No.39380 Milk USA, Inc. R. Carl 6634 6904 Parlor East Blvd. Tampa FL 33610 Date: July 15,2018 Q WARNWG-Vadrydasrgn�vfarsandREADNOTES ON imSNWNCLUDWjVoTKR6ERYNLEPAGEM674n.. fQ=015HEFORE USE bultdoscomponent,not Aeieka oorveorors MttleygrFs bawlonEYUpon psamelerselers ,I51«mhMMdud a rmss system. Before uso, ine Wliotlq designer mull vedy Ina applicabliy of tleslgn p«ametersaM «opedy Ncoryorale Ih6 tlesign Into ins overdl a NMvdiclt«useeUS.t "amdesign. ®acErg hglcatetlhbpevenl Wctlitp of irxlNiduot truss weD antl/«Gwrd members oNy. Atldinorwl temporary and permareni bracing MiTek' b dways regWetl r«slawiry antl to prevent cougxe olio posmie pesmswl hipay and wopem tlancge. F«general giLdnlca reg«cn�me faWkaibn storage. tlelNery,«ectlonond lxadrg o(InmesaM lnmsyslems, se0Qy Cr0rrdo,OSB-0g arM 11C5/WWgrg Componrrnf East Blvd. Nlym312MexcnWu1cVA2314. TaWa,FL 33610 Job Truss Truss Type Olt , Ply T14570307 1475992-PSLP D03 Hip Girder 1 1 Job Reference o aonal Builders FirslSource, Fort Piece, FL 34945 3 Special 6x8 = 6.22u 5 May z42ui8 MIIex industries, inn. Jun JUI 1512; ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t.YGOzCcuG2jODYypdtzl 69W zee?I NAILED NAILED NAILED 10 11 12 Special 5x6 = Scale=1:37.5 ST1.5x8 SIT 2x411 NAILED NAILED 4AI 3x4= ST1.5x8STP= 3,6 = Special NAILED Special 316 LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frP12014 CSI. TC 0.82 BC 0.87 WB 0.28 Maldx-SH DEFL. in Doc) Well Ud VerI(LL) -0.14 7-9 >999 240 Vea(CT) -0.32 7-9 >750 ISO Horz(CT) 0.07 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 94lb FT=20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc pudins. 3-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or4-11-14 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1536/0-7-10, 5=1536/0-7-10 Max Horz 2= 78(LC 25) Max Uplift 2=-946(LC 8). 5=-946(LC 9) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 6b) or less except when shown. TOP CHORD 2-3=-2799/1756, 3A=-2384/1623, 4-5- 2801/1757 BOT CHORD 2-9=-1511/2406, 7-9=-1502/2382, 5-7=-1461/2408 WEBS 3-9=-217/743, 4-7-229/744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=5.Opsf; h=15f1; CaL II; Exp C; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 drainage to water g. has been designed for a 10.0 psf bevent 4) This ttrdequate l truss mchord live load nonconcument with any other live loads. ottom 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 '% O S . E N •'• 9�i �i will fit between the bottom chord and any other members. ���,�`Z' •'•�G �' F •'. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 946 lb uplift at joint 2 and 946 lb uplift at joints. No 39380 7) 'NAILED' Indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidtifes. -k 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2021b down and 290lb up at - 7-0-0, and 202 lb down and 290 lb up at 13-8-0 on lop chord, and 323 lb down and 3321b up at 7-0-0, and 323lb down and 332 lb devices) is up at 13-74 on bottom chord. The design/selection of such connection the responsibility of others. loads face the truss [Pont back 9) In the LOAD CASE(S) section, applied to the of are noted as (F) or (B). �•,•• •; �<U LOAD CASE(S) Standard �'� G R 1 p ?: 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 s • ,. �1 % ��� Uniform LoadsVert: qs;O N A; ���,, 1(31 -54, 3-4=-54, 4-6=-54, 2-5- 20 111111 Concentrated Loads (Ib) Vert: 3=-155(F) 4=155(F) 9=-323(F) 7=323(F) 10=-105(F)11=-105(F)12=105(F) 13=-58(F) 14=-58(F) 15_ 58(F) Thomas A. Albznl PE No.39380 MITek USX Inc. FL fart 6634 69D4 PJdw East Blvd. Tampa R.33610 Data: July 15,2018 AWARNWG-Venfyde gaparametommdREAONOMONT MDWOLUDEDMDEKREFERANCEPAGEM 74Mmv.1ON.UtaISBEFOREUSE. Ded9nystefarefootuY, Mown and6faatcomorallhhdecomponent,not carmedorsustvery aa Orolly.Incorporateioonxl0n Intotheovef InM cli Ilkbe:edcb1Wonpmo, parameters ahussyslem. Beforeuse,dlotrhftleslvetmusty otheopplbcdteiNebuvd/ chmmeand [wAcf bitya tlhrevmtnlbuck11n9oflntlMdtrdtnssswebatd/orcopeaye MiTek' reslgn.afm ton watt Posndle peimtol cigonly.Atltllllormltemporaryastlpertnarenlbtad� tlener is Olwaysn, anclbcdlcpe cloy ge, eliveNOnd andSatcereling C9the &umAtdpropeMdartO9e. , fabrication, stora0e, delivery,erectionantl bracing o218N. oiWreetsstemss.Alexandra puaOy CtQ�M, OSB-09 antlBW BuPdCrg Component East BMd. gOroly NrormulblrlvdlOtNe from imss Rate ennMe. 218 N. Lee Slreel.5ulte 312. Plezaittlda VA 22314. Tampa, FL Tanya. FL 33610 Job Truss Truss Type Oy , Ply T14570308 1476992-PSLP Eat Hip Girder 1 1 Job Reference o Oonal Builders FirslSource, Fort Piece, FL 34945 8.22Os May 242018MiTeklndustnes,Inc. Sun Jul 1512:18232018 Pagel Special Special 4x6 = 46 = 3x4 G 2x4 II 2x4 11 STI.5x8 STP= Special Special Scale = 128.5 ST1.Sx8 STP= 3x4 1 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 NO Code FBC2017rFP12014 CS'. TO 0.97 BC 0.77 WEI 0.19 Matrix-SH DEFLin Ve t(CL) 0.24 Ven(CT) -0.22 Horz(CT) -0.04 Qoc) I/dell L/d 1-6 >764 240 1-6 >829 160 4 n/a n(a PLATES GRIP MT20 244/190 Weight: 601b FT=2095 LUMBER- BRACING - TOP CHORD 2x4 SP N1.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 1=1047/0-7-10,4=1047/0-7-10 Max H07 1=70(LC 26) ' Max Uplift 1— 839(LC 5), 4= 839(LC 4) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (1b) or less except when shown. TOP CHORD 1-2=-1851/1506, 2-3=-1578/1367, 3-4— 1851/1506 BOT CHORD 1-6=1297/1560, 5-6= 1311/1578, 4-5— 1294/1560 WEBS 2-6=-414/494, 35= 414/494 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf;, h=1511; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 to has been desiigned prevent chord 4 //i♦♦ 4) This truss ss 10: psirbottom live load nonconcurrent with any other live loads. ' `,,`, P$ A„q� e 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. O S''• 92♦♦♦ �' F •. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 839 Ib uplift at Joint 1 and 8391b uplift at joint 4. : No 39380 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2021b down and 290 to up at 7-0-0, and 202 to down and 2901b up at 9-0-0 on tap chord, and 3231to down and 3321b up at 7-0-0, and 323 lb down and 332 to up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) loads to the face the truss front or back e Q section, applied of are noted as (F) (8). LOAD CASE(S) Standard 010.. ♦i♦'� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • ( ♦♦♦�SS/ONA Uniform -2=-5oads E %1�1`, ncentVert: COQb)3_54,3-4-54,1-4-20 Vert: 2-155(F) 3-155(F) 6=-323(F) 5=323(F) Thomas AAlbert PE No.39380 MRek USA, Inc, FL Cell 6634 6904 Parke Fast BMd. Tampa R. 33610 Date: July 15,2018 A WABNlNG-Vedfydes/gnpm,aerem„daEAONOTES ON TNfSANDJNCLUDEOMNEKNEFERANCEPAGEMD7173r .. 10N.U10150EFOFE USE. vald for use onlywith MnekOcavectols ll& dedgn h timed only upon paanelers5wwn, ad Is for an edividual buildN component, not Nil' a Inmsy nom. Befom Coal the building dedpner meat verify the oppocalxllly of cleslAn parornetersand property Incorporate ttdsdeslgn Into the overall bu0dingdedgn. Oochg lndicoletlkio prevent buckllryg of lndWual frucs eband/orchordmembersoniy. Additional tempororyondpeimonenibmOng MiTeW K alwaysmclul,ad for stability and to prevent collapse with posible personal " and property damage. For general guidance regarcrgthe fabdcallor,storage.delivery. erection and broelnd oltmsesanci truss systems seeAmMen CYaMy Crii DSB-89 and Sw Building Component 6904 Pert, East 13W. Safety NWnnalbrnvdlable from Inert Role InsOMe, 218 N. Lee Street, Suite 312, Alexadrla. VA 22314. Tenpa, FL 33610 Job Truss Truss Type Oty , Ply T14570309 1476992-PSLP 12,15 Jack -Open 15 1 Job Reference o moral Builders FirstSource, Fort Piece, FL 34945 4.6 = ST1.5x8 STP= 8.220 s May 242018 MITek lndustdes,Inc. Sun Jul 15 12:10:24 2018 Pagel ID:7k84E7CgbeTwn_Xyl ET6mAyKWit.VfVkdlwXaLgwnGz??03aEx2VBugoxGXONWnKuByxgOT 5-0-0 5 0-0 Scale =1d7.0 Plate Offsets (X.Y)-- f2:0-0-4.Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.82 Ver((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/TPI2014 Matdx-P Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=115/Mechanica1, 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 Gmv 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-5-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsl; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This Imss has been designed for a 10.0 pet bottom chord live load nonconcitment with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3 and 85lb uplift at joint 2. `,A11q�e o'OPS1 ; -,,G E IV S"-. No 39380 Tt — 44/ OR� SS,0NA' '��,% Thomas A. Albert PE No.39380 Mlfek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2018 A WARNING -Verb dW9npammmrcMMd REA0N0TES ON 7NISANDINCLU0E0iWMKREFERANCEPAmMN 7473mIpp.UN15BEFOREUSE. DesIL�m:d fa useonly Wflh Hi11ekDcornecion.Ms sign6 bmetlanlyupon paametea drown, aid Isforon IndMdud bldIng componan6 trot � a runs system. Before use, I W building designer most verity the appllcabally of destgn paametemanrl properly ercorporate this design Into the overall "cIngded9n. HacNglnd odhfopmveni WcNhgoflndMdumtn bald/orcfwrdmemberso y. Addlllonaltemporaryondfscmanent6QGV MiTek' balwaysregMedforsio Hyandfopreventcollapsewllhpo eperson hloya popertydomage. "geneidtfuldanceiegardingthe fabdcafkm.storage, delNery. erecllon aid bractrg of lnmesand inrs systems seeANSyryli Duapy CaSerb, DS049 ond8C318uld919 Component 69M Parke East Blvd.Satolybut,malloncedlab n (lPl le from Inn ImMule, 218 N. Lee 0eef, suite 312 Alexandria. VA 22314. Tanpa, FL 33610 Job Tries Truss, Type • Dry Ply T14570310 1475992-PSLP EJ7 Jack -Open 17 1 Job Reference (optional Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MiTek Industries, Inc. Sun Jul 15 12:18:25 2018 Page 1 ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1t-zr36gex9LeonPCXBZ5apnBbemCPWginAcAWuQMgOS -0-00 740 -4O 7-0 0 Swle=1:24.8 3,18 = ST1 Sx8 STP= Plate Offsets(XY)-- t2:0-8-00.0-101 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ven(LL) 0.15 2-4 >534 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Ven(CT) -0.19 2-4 >424 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a 8CDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=159/Mechanical, 2=323/0-7-10, 4=781Mechanical Max Horz 2=191(LC 12) Max Uplift 3= 151(LC 12). 2-102(LC 12) Max Gmv 3=159(LC 1). 2=323(LC 1). 4=122(LC 3) FORCES. (Ib) - Max. Comp, Max. Ten. -All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psi; h=150; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exlerior(2) -1-0-0 to 5-0-0, Intedor(l) 5.0.0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forms & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Imes has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 beading plate capable of withstanding 151 lb uplift at joint 3 and 102 lb uplift at Joint 2. A %%���`t�p S F , q491,10 i �41,s� •' CENS'.yii No 39380 �k = `%% Thomas A. Albert PE No.39380 MRek USA, Inc. FL Ced 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 15,2018 AWARNWG-Vedryde4r5npa 1emandREADNOTES ONTMSANDDYCLUOEDAVTEKREFEiMCEPAGEMIFT4Txmv.fW=15BEFOREUSE Design va:tl tw use oNY wAHr MJTek9 connectors. inbdesl0n b based ontY Upon psarietensfxrvrrt and b for on YrdlNtlual huetlirg comporent not � a truss system. Before use, ire bWlduq designer must ve4N the appkubelh of Oeslan pveneten and properly Incorporate arts dedgn Into the overoli 6u0mrxl design&ockig axllcotetlkbprevent WG4lrig ofOWMdual huaweb and/or Gilottlmembers oNy.Addlild,prdanceraardpetmoneni brochxl MiTek' R always regNretl for stability arW to peveni coilgrawrh posuble pe�r� k>pxY axl propeMdanage. For general gWtlance regardlrxl the nor DSa-09 andlCSl BDltl/ny Camponml fabriaalbn.storage.OflNa seeexcndrkL 6e04Parke=10 soonTn "ateN.LeeSreet SIR,31 VAM1CASM, SnNfylNormalbrnvaaade hom Tms gate YxsliMe, 218 N. Lee Sheet, S1fie 312. PlexonNb. VA 22314. Tartpa, FL 33610 Job Truss Truss Type Oty, Ply T74570311 1475992-PSLP Got Hip Girder 1 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 8.220 a May 24 2018 MiTek Industries, Inc. Sun Jul 15 12:18:26 2018 Page l ID:7k84E7CgbeTxm_%yl ET6mAyKW1l-R1dU2_1m6yweOZ606p52JMBogcnOPBYJrgGRy4yxqOR -1-0-0 s-l}0 11-0-0 16-0-0 17-0-0 1-0-0 511 6Po SO-0 1-0-0 M 2x4 = O!9 I JF4 — 3x4 — Special Special 3x4 = Scale =1:31.3 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 NO Code FB02017ITP12014 CSf. TC 1.00 BC 0.57 WB 0.16 Matrix-SH DEFL. In Qoc) Well Ud Vert(LL) 0.12 7-8 >999 240 Vert(CT) -0.13 7-8 >999 180 Horz(CT) -0.04 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 lb FT=20°> LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purtins. BOT CHORD 2x4 SP No.2 Except: WEBS 2x4 SP No.3 1-8-0 oc bracing: 3-4 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. REACTIONS. Qb/size) 2=98210-7-10, 5=982/0.7-10 Max Horz 2= 59(LC 6) Max Uplift 2= 734(LC 5). 5=-734(LC 4) FORCES. (1b) - Max ComplMax. Ten. -All forces 250 Vie) or less except when shown. TOP CHORD 2-3=-1652/1295, 3-4= 1424/1197, 4-5= 1653/1295 BOT CHORD 2-8=-1125/1404, 7-8= 1140/1423, 5-7=-1081/1404 WEBS 3-8=-262/417, 4-7= 268/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ��0�? Was has been designed for 10: psf bottom chord live load nonco mment with any other live loads. 4) This W ' % PS' A,'A Ze9, 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 de wi 5) will fit between the bottom chord and any other members. ... N S •••. �i �' F 6) Provide mechanical connection (by others) of fuss to bearing plate capable of withstanding 734 lb uplift at joint 2 and 734 lb uplift at joint 5. Z No 39380 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. # 8)'NAILED' Indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe-nalis per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1951b down and 270 lb up at bottom The designtselection device(s) is the T 5-0-0, and 195lb down and 270 lb up at 10-11-4 on chord. of such connection : '• responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). 0�. Q' LOAD CASE(S) Standard ii��ss .•On R 1 V'�(N,�� Live (balanced): Lumber Increase=1.25, Plate lncrease=1.25 1) DeadUnifo ����& /ONA� �0�� +Roof s (pit) Vert. 1-3= 54, 3-4= -54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Thomas A Alhanl PE No.39380 Vert: 3=-61(B) 4=-61(B) 8=-195(B) 7= 195(B) 10= 61(B) 11=E7 (B) 12= 26(B) 13=-26(B) MITek USA, Ina R. Cert 6634 6904 Parkn East Blvd. Tampa FL 33610 Data: July 15,2018 A WARNNG.Vert/ydW,. vnermendREAONOTE50NTl OPIOLUOEONREKREFERANLEPAGEM0.7473m, 16GYLa1S BEFORE USE Design valdfor use my Win tMekB connectiax Unsdeson, Is based oNYupon txaanetersefrown. and is for an Individual buYMg oomponamt tot �r I a trusssystem. Before use. Ita buaang designer muel vedly the applicabdlN of design parametersantl properly Incorporate Ihlsdeslgn Into the overall bufldngdesigm OacingUglcatedIstoprevent bucldingoflrxfMduolhuswebard/mchord members only. Addltlonaliempororyatdpermanentbraclrg WOW h always required for stabelN and to prevent collap..e with posmle personal h*ffy and property damage. rargenerdgacomgarcingfhe fabdcaffon storege, deMery, erection and bating of husesoM hussystems seeANSI/NII Clua@y CYQOM, U$Bdi end SCSI BUGtlNg COmpon�N 69" Parke East Blvd. SalatyNonnelbmvalabe from Tars Plate hsstlMe. 218 N. Lee Street. Sune 31Z Plexca tl VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty . Ply T14570312 1476992-PSLP HJ1 Diagonal Hip Girder 1 1 Job Reference o tional Builders FusiSource, Fort Piece, FL 34945 a.zzu s may z4 Zura mi i ex mausuies, mc. aun am i o¢: io:zo zu iv Faqui ID:7k64E7CgbeTxm_Ryl ET6mAyKW 1t-R1dU2-Xn6yweOZ606p62JMezNcuFPAOJrgGRy4yxgOR -1-5-0 2-9-14 1.5-0 2-9-14 2x4 = LOADING (Pat) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 240 TCDL 7.0 LumberOOL 1.25 BC 0.07 Ved(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress fncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (Ib/size) 3=131Mechanlcal, 2=19410-10-7, 424/Mechanical Max Horz 2=84(LC 4) Max Uplift 3=-42(LC 19). 2=-132(LC 4) Max Grav 3=64(LC 22), 2=194(LC 1). 4.19(LC 3) FORCES. (Ib) - Max. Comp,JMax. Ten. -All forces 250 Qb) or less except when shown. Scale =195 PLATES GRIP MT20 244119D Weight: 11 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsh h=15ft; Cat. II; Exp C; Encl., GCp1-0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This muss has been designed for a 10.0 pal bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to loos connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 132 lb uplift at joint 2. 6) "NAILED" Indicates 3-10d (0.148'x3') or2-12d (0.148'x3.25') toe-nalls per NDS guimines. 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 Ncreasa=1.25 Uniform Loads (pit) Vert: 1-3= 54, 2-4= 20 Concentrated Loads (lb) Vert: 5=43 (F=21, B =21) %"tifitilO�NS, A ,' 44 %,`�; PVC E IV$�.; No 39380 * O R 1 D Al - Thames A Alban] PE No.39380 Mltek USA, Inc. FL Cert 6M 6904 Parke East Blvd Tampa R.33610 Date: July 15,2018 Job Truss Truss Type ory , Ply T14570313 1475992-PSLP HJS Diagonal Hip Girder 4 1 Job Reference o Donal Builders FestSource, Fort Piece, FL 34945 8.220 s May 24201 b MI a% lnau9neb, lr6. Juu Jm m,cm.cr cv,o Page, 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In Qoc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.19 2-4 >414 240 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 2-4 >468 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/FP12014 Matri LUMBER - TOP CHORD 20 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. Qb/size) 3=153/Mechanical,2=315/0-10-7,4=72/Mechanical Max Horz 2=157(LC 4) Max Uplift 3= 134(LC 4), 2=-243(LC 4), 4=-81(LC 5) Max Grav 3=153(LC 1), 2=315(LC 1), 4=118(LC 3) FORCES. Qb) -Max. Comp./Max Ten. -All forces 250 Qb) or less except when shown. Scale=1:17.2 PLATES GRIP MT20 244/190 Weight: 24lb FT=2096 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15111; Cat. II; Exp C; Encl., GCpl=0.18: MW FRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 134 lb uplift at joint 3, 2431b uplift at joint 2 and 81 He uprift at joint 4. 6)'NAILED' indicates 3-1 Od (0.148'x3') or2-12d (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) orback (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads gb) Vert: 5=44(F=22, B=22) ,,onop,S�A e.4(e��'. No 39380 0: :G OAF R 1 O P: \��4/ ,IfIIIIIIO N A' '�N�j, it Thomas A. Albanl PE No.39380 MIFek USA, Inc. FL Ceft 6634 6904 Padre East Blvd Tampa R.33610 Data: July 15,2018 ®WARNING-Verdy4ecignparemeteme dREAONO)ES ON TRISANOINOLUDEDL KREFERANOEPAGEUW473wv. 101 0156EFOREUSE Deslgn vdld lot use o Jy v41h MReKJconnectors lhhdesgn kbactloNyupon paanelem Hlo and Isfaal4xFAdrd WJdngcompoth(;not a truss system. Before use, me bulidng desoner must verify rho oppllcobllty of design poromelets alxl properly hcolporate Ihh design Into the overall buodingdeslgn.Bradne lndicaled 6 to WCNhg ofhldrvidual true%"bald/or chord members only. Addirlonaffemporayandpermanentbradng MiTek' prevent h always legWretl fa slaCeity ardto prevent collapsewilh possaxe persorwl h)tryard property danoge. fa genemi gidmce regadng the se"ANSUhla OUORy4. 05&89 andaC5l Bultler9 Com➢onenl fatxicalbn.storage, delNeryfrom BNd. les Rate huflUte.218 N.Le streetsSUte31 SafelyOrloRnofbmvmade from inert Rate huaNre. 218 N. Lee Sheet. Silt" 312 Alexarxllta VA 22314. Tarrya, R 33610 Ta"a. R. Job Truss Truss Type Oty , Ply T745703/4 1475992-PSLP HJ7 Diagonal Hip Girder 5 1 Job Reference o tlonal Builders FirstSource, Fort Piece, FL 34945 8.220 s May 242018 MiTek Industries, Inc. Sun Jul 15 12:18:28 2018 Pagel I_Xyt ET6mAyK W 1l-NOIETgzl eZAMGIGmEE7 W OnDHFPU0t0YclelYlyyxgOP Scale =1:22.B --- 2x411 3x4 = NAILED NAILED NAILED 5-1-9 4.8-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(L-) 0.07 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 WB 0.32 Horz(CT) -0.01 6 We n1a BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH Weight: 421b FT=2095 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. gb/aze) 4=126/Mechanical, 2=444/0-10-7, 6=29atMKhanlcal Max Horz 2=206(LC 22) Max Uplift 4= 131(LC 4). 2= 364(LC 4), 6=-312(LC 5) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-3--660/566 BOT CHORD 2-7=-624/590, 6-7_ 6241590 WEBS 3-7=-1541270, 3-6=-637/673 Structural wood sheathing directly applied or 6-0-0 oc pur ins. Rigid ceiling directly applied or 7-2-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=150; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4)' This Boss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 364 Ib uplift at joint 2 and 312 Ib uplift at joint 6. 7)'NAILED" Indicates 3-10d (0.148'0') or 2-12d (0.148')(3.25') toe -nails per NDS guldlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54,2-5_ 20 Concentrated Loads (ib) Vert: 8=44(F=22, B=22) 10=-76(F=38, B=-38) 13=36(F=-18, B=-18) Ifit.., No 39380 0 O� O R \IIIIO P: �_�``` 11111111it, \ Thomas A. Albanl PE No.39380 M(Tek USA, Ina R. cert 6634 6904 Parke East Blvd. Tampa R. 33610 Data: July 15,2018 A WARNWG-Veriry4eLenparamet..d READNOTES ON TNISANDWCLUDEDM KREFERANCEPAGENIF74Jaray. 104ta/I0159E50REUSE for usee etersuandaforyIesorporoi us.us buildingdeteclors.ost veruyt6basedoRnEuponesign pcfu 11asdecompothe otrot a tarssystem.Be&=Mg thebk oppka Kfdesignermuskvenhrlro nWedesk)/poro dMeantlproperlyhcoonaileru mwnIntotheoverdi t g rolxevcnibuckurgofntdNldopmono]ebavJ/w MiTek' tefl ImOobrM mdto of nyem e. For ceneonalleancerYmdpetmarenibraGn9 alw slavery. ontlfo lxevenlcollog MtlpropeQuahly ge. For alnd9CS1BUegaNlg the wily. laosSmlepesyste of s fapkalbrt storage. tlerivery. erection and bracing of %see fabrication. Tege, D5B-0p and BCSIWe,1tr18 Componanl ti SB-8 reef 6904 Parke East Blvd. Aexaffso VAp 31CRerb, 5OIe1yNo1maflemvUlage hom Term Rofe lnsllMe, 218 N. Lee 8hee1.5W1e 312 Plexorxhl¢VA 22314. 18 N. Lee S sure Tertga, FL 33610 Job Truss Teas Type ly , Ply T14570315 1475992-PSLP Vol jo GABLE 1 1 Job Reference (oytionall Builders FirstSource, Fort Piece, FL 34945 5.1 U S May 242U1 a Ml I ex mausmes, Inc. Sun Jul rO 12:1a:2e 201E Page ID:7k84E7CgbeTxm_Xyl ET6mAyKWlt.rcJdgO fPdDttrzoxllx_mWXpmeWwlXoUSZPyxg00 Scale =1:17.8 4x6 = Y 0 8 7 6 214 G 2x4 I[ 214 II 2x4 II 2x4 LOADING (Psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.14 Verl(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SO 0.14 Vert(CT) Na - Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 Na Na BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 34lb FT=20°a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.3 BOT CHORD OTHERS 2x4 SPNo.3 REACTIONS. Allbeadngs9-9-0. pb) - Mate Horz 1= 42(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 8-113(LC 12), 6-112(LC 13) Max Grav All reactions 250 Ib or less at joinl(s) 1, 5.7.8.6 FORCES. (Ib) - Max ComplMax Ten. - All forces 250 (1b) or less except when shown. WEBS 2-8=-135/397,4-6-135/397 Structural wood sheathing directly applied or 6-" oc pudins. Rigid ceiling directly applied or 10-0-0oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=158; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This Was has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 [all by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5 except Qt=1b) 8=113, 6=112. ``,,OPS4 A.�ACe��''i : .......... ' No 39380 i CAS R (? �% Thomas A Alban) PE No.39380 MITek USA, Inc. FL Cart 6634 6904 PaAs East Blvd Tampa FL 33610 Date: July 15,2018 A WARNWO- VmQydenlgnpmametemo dREADNOTE ON7 MDWLLUDED6RlEKREFERANGEPAGEW74MJ .. la=20156EFOREUSE Deslgr Wld for use oNy wlttl MJleLba GvtviecC1015•i dedgyrkbmetl oNY upon paameters drown. atld Rfor an YdMdua bued'vq component trot �r ■` a trues system.Before use, the buicing designer muslverfy Ilse oppllcabelly ofdeskm parameters and pmp dylncolporale th8 design Into theoverall bulldingdesign. WactriDlndkntetlhloprevenibuctlinDollnUNlOuallnnswebaM/orchpdmembersoNy. AdmtlorwllemlloraiYantlpermanentbradng MiieW b always required for sloolllNand to pevent"ma WM p bo persond eshsyarcJ poredY danoge. Forgeneralgrid mtegortfigthe fadkatbn, sipape. delNerw. erectbnorW braWg of lnmesand lmssysfemsseeAR9/IPII CUaIQy CROtlO, D5Bd9andQp/Qufddtg COmpon�nf 69N Parke East Blvd. SOr6brkfonnolbrravdlade eom 1ru,a Plate Irv11Me. 218 N. Lee SlmoL SDe 31Z Alexandra. VA 22314. Tanga. FL =10 Job Truss Truss Type ' Oty, Ply T14570316 1475992-PSLP V02 Valley 1 1 Job Reference o Banal Builders FustSource, Fort Piece, FL 34945 8.220S May 242018Iv eximausmes, Inc. SUn JUI 1 b 12:1a:3D2U1U ID:7k84E7CgbeTxm,(yl ET6mAyKW 11-Jot7uL7H9B04VB09LeA_UCIdOOFRLy5vmSEel 4x6 = Scale=1:31.6 3x8 II 12 11 10 3x8 II 2x4 II 2x4 11 2x4 II LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 CSI. DEFL In (loc) Well Ud TC 0.39 Vert(LL) 0.00 8 n/r 120 BC 0.12 Verl(CT) 0.00 9 Nr 120 WB 0.19 Horz(CT) 0.00 8 Na n1a Matrix-SH PLATES GRIP MT20 244/190 Weight: 77lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 SLIDER Left 2x6 SP No.2 2-2-14, Right 2x6 SP No.2 2-2-14 REACTIONS. All bearings 15-10-0. (Ib) - Max Holz 2=89(1_C 10) Max Uplift All uplift 100 lb or less at)oint(s) 2,8 except 10= 203(LC 13), 12=-207(LC 12) Max Gmv All reactions 2501b or less at)oint(s) 2, 8, 91 except 10=324(LC 24), 12_-324(LC 23) FORCES. (Ib) - Max CompJlAwc Ten. -All forces 250 6b) or less except when shown. TOP CHORD 4-5=-1741505, 5-6- 1741505 WEBS 6-10= 23&629, 4-12= 23BI(329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=S.OpsF h=15tt; Cat II; Exp C; Encl., GCpl-0.18; MW FRS (envelope) and C-C Gomer(3) -1-1-0 to 4-11-0, Exterior(2) 4-11-0 to 7-11-0, Comer(3) 7-11-0 to 13-11-0, Exterior(2) 13.11-0 to 16-11-0 zone; cantilever left and fight exposed ;C-C for members and forces & MNFPS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 lb uplift at joint(s) 2,8 except Qt=lb) 10=203, 12=207. ,'�oopSrAr �.` .T : •�GENS• .9y.� No 39380 �f; /0NAk- Thomas A. lUbanl PE No.39380 MRek USA, Inc. R. Cert WN 6904 Padm East Blvd. Tampa R.33610 Date: July 15,2018 A WARNWG-Vadydosl9tryvame...dBUDNOTE ONTN MDWCLUDEDMDEKFEFE CEPAGEM&7=mv. 10/=815DEMRIFUSE Design "Id for use only with Mlreld,Connectors. INs desgn is bored only upon paameters st arW Is for on lntllNtlual buading componert, not o tna system. Before roe. the "cang desxlmr must verily the applkoWlly of deslgr parameters and properly Incorporate INS dedmr Into the overall buadrgdedgn. Bracing nelcaled h to prevent buckilrg oflndNldual inrsweb and/or chord members only. AddIrorwlfernWar'antlpertnanenfbrachv MTeW 6 always required for Vodllty and to prevent col[4 with rwssthle persond" and proPeM tlmnage. for generd guidance regmdW the folxlcaUon storage, dellvey, erection and I)MON of mores and nuns VAlamS seeANWIPIf Quality Criteria, DSB49 and BCSl 8u1dfrlg COM aaA.AI 69M PaM1 East Blvd. SONfy NloanalMnvd�le from ima Plate frollMe, 218 N. Lee street, aMe 312. Plexandd¢ VAW314. Tanga, FL 33610 Job Truss Truss Type T14570317 1475992-PSLP V03 Valley 1 1 Job Reference o fional Builders Fi(stSource, Fort Piece, FL 34945 a.= s May 24 20i8 MI Tek industries, Inc. Sun aul 16 m: iota r ae ra rage r ID:7k84E7CgbeTxm_Xyl ET6mAyKW1t-n?GNSh?w UZx7L?LvMhOOPrpgdaL3PR2_6zCdHyxgOM Scale =1:272 4x6 = 3x4 G a r ° 3x4 1 2x4 II 2x4 II 2x4 It 0-0.8 - 15-11-8 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Ven(CT) rila - War 999 BCLL 0.0 ' Rep Stress Inc. YES WB 0.18 Hom(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/1PI2014 Matrix-SH Weight: 581b FT=20°5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directlyappfied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-11-0. Qb) - Max Hem 1=73(LC 9) Max Uplift All uplift 1001b or less at)oint(s) 1, 5, 7 excepl6-194(LC 13), 8= 194(LC 12) Mate Grav All reacbom 2501b or less at loint(s) 1, 5 except 7252(LC 1), 6--323(LC 24), 8=323(LC 23) FORCES. Qb) -.Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-80/272, 3-0= SW272 WEBS 4-6=-235'609, 2-8= 235/609 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=1.2psf; BCDL=5.Opsf; h=151t; Cat. II;£xp C; Encl.. GCpl=0.18; MNFRS (envelope) and C-C Comer(3) 0-7-9 to 6-7-9. Extedor(2) 6-7-9 to 84 .0, Comer(3) 8-0-0 to 14-M, Exterior(2) 14-0-0 to 15-4-7 zone; cantilever left and right exposed ;C-C for members and forces 8 MW F.RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurent 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 34-0 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 Joints) 1, 5, 7 except Qt=lb) 6=194, 8=194. 11S O,O,PSA AC.#.. . i :.`,tom,.--�6ENS'- 9iL,�i�. No 39380 IS3 •• �L/ ' ?C�%% Thomas A Alban) PE No.39380 MRek USA, Ina FL 0ert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 15,2018 Q WARNPIG•Verllytlacignparamefers and RE40 NOTE ON MISAND P4LLUOEDNrtEx RUMINGEPAGEa16]4".. 16W/L0156EPoaEUSE Design volW fof um Drug Wfln Mlleka conrx: MRes de.4gn Is bored oNy upon pctameten Drown.and Is for m IntllNtlual bull one component.her a Irm syslem. before use, line blAcOW dedgner must vedry the oWicaMly of dedgn pmaneters arq properly Incorporate IM de4n Into the overall buatenadedgn. MiTek' Isolways aWi po nre pemnd hr—AA propeMdaCrife for gerserandSCUe topreventrachng w,ee ftus ndf ldhaglltq fafety .storage,delivery,romDnaM bacNg of18N.Landeal. ysfe31 s. Quality22314. Ib,OS1F09 on0RC51Buedtrlg Component storage. Ped;e Eesf Bmd. Alexm)dda SahybrlolmalbmvMolde from irrm Role exsaMe, 216 N. Lee Slreel. Suke 372 Nezmtdda VA22314. Ta Tampa, R. 33610 Job Truss Truss Type ' ' Ply T14570318 1475992-PSLP VO4 Valley �Q'y' 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 u.22u s may z4 2u1u mi I ex mausmes, mc. sun dui i b rzn e:ar zu1 e 4x6 = 3x6 2x4 I 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) I/deft Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) n/a - rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Veri nfa - nfa 999 BCLL 0.0 Rep Stress [net YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. 0b/size) 1=177/11-11-0,3=177/11-11-0,4=440/11-11-0 Mau Hom 1= 53(LC 8) Max Uplift 1= 78(LC 12), 3= 88(LC 13). 4=-115(LC 12) Max Gmv 1=181(LC 23), 3=181(LC 24), 4=440(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-269/331 Scale=1:21.8 9 6 PLATES GRIP MT20 244119D Weight: 39 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 Do pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord hearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads, 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolni(s) 1, 3 except (tdb) 4=115. .`,%p�Ps' A ,A49,,.. �J . O E N No 39380 ' = O: 2 C 0IN Thomas A. Marl PE No.39380 MITek USA, Inc. R. Cart 66M 6904 Padre Fast Blvd, Tampa R. 33610 Date: July 15,2018 A WARNING. Verifydesrgnparsmefersend READ NOTES ON THIS AND WCLUDEUMREKREFERANCE PAGE M 7473rov. 1041320f6 BEFORE USE Design validfor use only W.IhM(IekH connector. M daggn b based any upon parameters stto . and is for an lndlvldual buldlrg component.not ■` ��• a truss system. Before use, the InUldirxl designer must vedry nun opplicabtilb of design parameters and properly Incorporate nilsdeslgn Into the overall bullcigdecirn. wocmglndicotedhtopevenlbuckiingoflWMdaoltmsawebandfachxdmembersmty. Additional temporary antl permanent bracing MiTek' Is always required for Motility and to prevent collapse with possible personal Injury and property damage. for general guidance regarding line fabrloalion. storage, delivery, erection and bracing of Imsses and to s systems ANSURII QuaIfyClfeDo, DSB-09 and SCSI Building Component 6904 Parke East BNd. mds SafetylN0lma60mvdlade froInRare InsflNte. 218 N. Lee street, Suite 312. Alexandra VA 22314. Tana , FL 3361e Job Truss Truss Type x Oty, Ply T14570319 1475992-PSLP V05 Valley 2 1 Job Reference (optional) eullaers rITSIcOurce, roll dace, IL e4 . 3x4 i 2x4 II 2 4 ID:7k84E7CgbeTxm_Xyl ET6mAyKWlt-GB 1110YhohokUaYT3CSZdOlyl tzotoBDMilAkyxgOL 4x6 = LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (100) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) rda - rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Veh(CT) WE - rda 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=11117-11-0,3=11117-11-0,4=276/7-11-0 Max Horz 1=-33(LC 8) Max Uplift 1=-49(LC 12), 3= 55(LC 13), 41 72(LC 12) Max Grav 1=114(LC 23). 3=114(LC 24), 4=276(LC 1) FORCES. 0b)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-169/367 3x4 Scale = 1:14.8 PLATES GRIP MT20 244/190 Weight: 25lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 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) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf 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. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at )on(s) 1, 3, 4. o PS4A144Z49 - No 39380 Thomas A. Aibanl PE No.39380 MRek USA, Inc. R. Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 15,2018 ®WARNING. Verily destgnpammetemandREAO NOTES ON THLSANO INCLUDED NmEKREFERANCE PAGE01-74T0rev. I0TM2015BEFOREUSE. Design valkt(otuse ordyv4N 6tof on kxlMdlal bu:dnd component not e tmosystem. Before tne, the bl111dVIQ deSVjller mllSt Verlry the OppilocINKy of desgn parametersarld prOp¢r y flCOlpofa101Ns design Unto mf overall WIdVoleslgn.Weeing lrntlaated is to prevent bucWIW ofindivIdal Ousweb and/or chord members oNy. AddlllmOl tempoary antl pennanenl bradrlg M(TeK aMaalion�storage, delllvvery erenonand Daclllg ofhusesannd 4usas ftmsl WCAN4/w7/11 Qua(a(ByCC2sIb,OBAg and BCSIBu0dhp Component 6904 Parke East BNd. O Saby✓onnotionavdlade from➢us Plate Institute.218 N.Lee Street, Site 312, Alexatldlla. VA 22314. Tmrye,FL 33610 Job Truss Truss Type • 'vry, Ply T14570320 1475992-PSLP V06 Valley 2 1 Job Reference Loptionan Builders FirstSource, Fort Piece, FL 34945 2x4 4 6.220s May 24'2U15MIIeKIMMSmes,lM. Sun JUI U i;Cio:a zulB Page I D:7k84 E7CgbeT=—Xyl ET6mAyKW it-kNY7W NIAS6dMegkl njh5gwD60FgxKILSOSJiAyxgOK 3x4 = 2 2x4 Scale =1:7.7 19 d LOADING (psf) SPACING- 2-0-0 CST. DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.10 Ve I(LL) rVa - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017IP12014 Matnx-P Weight: 10lb FT=20?5 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. Qb/size) 1=101/3-11-0,3=101/3-1" Max Horz 1=-14(LC 8) Max Uplift 1= 35(LC 12). 3= 35(LC 13) FORCES. Qb) - Max ComplMa c Ten. -All forces 250 Qb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Cpsf; h=15tt; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(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) Gable requires continuous bottom chord bearing. 4) This Truss has been designed fora 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) • This Truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Jolnl(s) 1, 3. ,,oOPS,A. qZe,p--, No 39380 46 %% S1�NA� � C7 Thomas A Mani PE No.39380 MI(ek USA, Inc. R. Cert 6634 6904 Parke East BNd. Tampa R. 33610 Date: July 15,2018 ®WARNWG-Verify Euatgnpar etema dREADNOTES ONT iISMD /OLUOEOaPrEKREFERANCE PAGE M6) MM3 169AR015 BEFORE USE Design vale for use only MM NHIekJaogiecton.Bts design h based onlyupon paanetez st and t for on hdM w2d:ng component not a two system. Before use' me biking designer must verifythe oppik axlty oldedgr paamef¢rsalal Roperly Incorporate INsdeslgn Into the overall bufldrgdedgn. D.hi9hi fed Is tofmvenI1=01nnofhMMduntt webcnd/or chord members only. Addlllonoltemporaryandp rmanentbracln9 MiTeW 6 dwayS r2aured lIX StOb lllya%110 R¢yenlcd gX.B WlItn pOSAle p¢Ro1N8 hJly axl ROC¢r�Ydanaa9. generandSCSCBuldin dig the fatxkalbR SIIXPa©. delNery.¢mollon Plat lnmesaWhus syslemcseeANg/ry/I CYO(ry GERM, BSBdg Pori aC5l BUldhig Component ld, tLe Eesl BNtl. mum, SPhtytrr/orrnalbmvalabie ham lmss Plate nssfiMe, 218 N. Lee Street. State 312. Plexantl4a. VA 22a14. Tampa, FL 33610 Tampa, Job Tnus Truss Type 4 4 Ply T74570321 1475992-PSLP V07 ]i"' Valley 1 1 Job Reference o Oonal Builders FirstSource, Fort Piece, FL 34945 8.220 s May 242018 MITek Industries, Inc. Sun Jul 15 12:18:332018 Page 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKW tt.kNY7W N1AS6pfMegkl njhSgwAW OFGXIELSOSJiAyxgOK 4x6 = Scale =1:232 8 7 6 3x4 42.4 I 2x4 I 2x4 1 1 3x4 C LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In (100) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 027 ven(LL) rVa - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(OT) Na - we 999 BCLL 0.0 ' Rep Stress [nor YES WE 0.16 Horz(CT) 0.00 5 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 50 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. REACTIONS. All bearings 13-8-0. (Ib)- Max Herz 1=62(LC 9) Max Uplift All uplft 100 Ib or less at)oint(s) 1, 5 except 6=-167(LC 13), 8=-167(LC 12) Max Grav All reactions 250 Ib or less at joints) 1, 5, 7 except 6=281(LC 24), 8=281(LC 23) FORCES. Qb) - Max ComplMax Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-19af542,2-8=-198/542 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=4.2ps1; BCDL=5.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever fell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnl(s)1. 5 except at=lb) 6=167, 8=167. p�`PS7 A , %♦`♦ V F y No 39380 •;0RIV,••��v`` ,O N A' '��� ♦♦ Thomas A Albant PE No.39380 Mfrek UM Inc. R. Carl 6634 5904 Parke East BNd Tampa R.33610 Date: My15,2018 Q WARNNG-VeNy Casl9npammofe..d REAONOTE50NrIB OMLUCE MN KREFERANCEPAGE6 74M.. 1Ma.UX115BEFOREOSE Oe9gn vdkl fa use oNV with MOekn Calrtca 14. INsdodgn bb JoNY uponI»ameteR stwwtt and B(W on hdRldual IbWd:ng comOaneht, not a IF=sWfem. Before use. the bulding dedgnef mmt ve4fy the a,,4cabilly of design parameters aril progeny Incorporate INK dedgn Into the overdl buldlrgdeslgn.&acing trMkaaled is to "event uucirfry ofirMMduol taroweband/or chord membem only. Addleonaltempcmry.dpeana mbracing MiTek' halwaysregUredforsbbhnyandloprevenlconcps lhpo,,Ueperwncdb, nyondlxoperty a oge. Lof generd guWafce regartArq fhe fabrication.storage.delivery. erecflon and bracing of fiuzand ftuzylemsseeAtiwmncuaftly ClQafb. DS949 and BCSI Buldbg Component 6904 Parke Easl BW. Sa1.fylnf0fma1A=VcI1oi from lnas Hate h 111W%218 N. Lee sheet. Sulfa 317. ncicarxtBa. VA22314. Tempe. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 14- 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. 0hl r! For 4 x 2 orientation, locate plates 0-"re' from outside edge of truss. This symbol indicates the - required direction of slots in connector plates. Plate location details avallable in MiTek20/20 software or upon request. PLATESIZE 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 7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. ��a �ow 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/TPII: 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. r Numbering System 6-4-8 I dimensions shown in sixteenths sc (Drawings not to scale) JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDSAND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved We MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, 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. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wane otjoint 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 heated, or green lumber. 10, Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicoted are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purllns 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, Connectlons not shown are the responsibility of others. 16. Do not cut a alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmento4 health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, bock words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.