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HomeMy WebLinkAboutTRUSS PAPPERWORKr MIMI • Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. o MiTek®-a,,9 r,F o�q Og 10� RE: 2046340 - LOT 40/56/8 INDIAN RIVER E MiTek USA, Inc. Site Information: 6904 Parke East Blvd. to FL33610-4116 Customer Info: ADAMS HOMES Project Name: 2046340 Model: 1755 B 1 OX20 L�AI Lot/Block: 40/56/8 Subdivision: INDIAN RIVER ESTATES/FORT PIERCE Address: 5609 BIRCH DR. City: FORT PIERCE State: FLORIDA 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): SCANNED Design Code: FBC2017rFP12014 Design Program: MiTek 20/20 8.2 BY Wind Code: ASCE 7-10 Wind Speed: 160 mph St. Lucie Count Roof Load: 37.0 psf Floor Load: N/A psf y This package includes 37 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. Seal# Truss Name Date No. Seal# Truss Name Date 1 T17876382 A01 8/15/19 23 T17876404 D01 8/15/19 2 T17876383 A02 8/15/19 24 T17876405 D01B 8/15/19 3 T17876384 A03 8/15/19 25 T17876406 D03 8/15/19 4 T17876385 A04 8/15/19 26 T17876407 D04 8/15/19 5 T17876386 A05 8/15/19 27 T17876408 E3 8/15/19 6 T17876387 A06B 8/15/19 28 T17876409 E7 8/15/19 7 T17876388 A07B 8/15/19 29 T17876410 E71- 8/15/19 8 T17876389 A08B 8/15/19 30 T17876411 F01 8/15/19 9 T17876390 A09 8/15119 31 T17876412 F02 8/15/19 10 T17876391 A10 8/15/19 32 T17876413 H3 8/15/19 11 T17876392 All 8/15/19 33 T17876414 1-1313 8/15/19 34 6 H7L 5/19 0� �p1 13 T17876394 A13 8/15/19 35 T1787641 8/15/19 NQV 14 T17876395 A14 8/15/19 36 T17876417 L03 8/15/19 15 T17876396 A15 8/15/19 37 T17876418 L04 8/15119 O 16 T17876397 Cl 8/15/19 17 T17876398 C1C 8/15/19 ♦`` 18 T17876399 C1L 8/15/19 C v 19 T17876400 C3 8/15/19 20 T17876401 1331- 8/15/19 21 T17876402 C5 8/15/19 22 T17876403 C51- 8/15/19 nru►rU The truss drawing(s) referenced above have been prepared by O IN VFrl`ej � MiTek USA, Inc. under my direct supervision based on the parameters ���� SS •� E SF F� Ile10 provided by Builders FirstSource (Plant City, FL). `���� 68182 Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification ', •• TE OF '� that the engineer named is licensed in the jurisdiction(s) identified and that the .n A, p•; ��� designs comply with ANSI/rPl 1. These designs are based upon parameters �� '•..,R 0• �\ ��� , shown (e.g., loads, supports, dimensions, shapes and design codes), which were �� s/ ... given to MiTek or TRENCO. Any project specific information included is for MiTek's or "41' A ; �,,��� TRENCO's customers file reference purpose only, and was not taken into account in the F r preparation of these designs. MiTek or TRENCO has not independently verified the Joe In Velez PE 0.68182 applicability of the design parametersor the designs for any particular building. Before use, MR USA, Inc Dert6634 the building designer should verify applicability of design parameters and property Parke East Bl Tampa FL33610 incorporate these designs into the overall building design per ANSI/PI 1, Chapter 2. Data 15,2019 Velez, Joaquin 1 of 1 Jab Truss Truss Type city Ply 18 E T17876382 2046340 A01 Roof Special 3 1 Job Refere6nceNopAon�)RIVER Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:16:49 2019 Page 1 6.00 12 4x10 MT20HS= Scale: 3/16'=1' 6ze % 3.00 12 lu ( 2x4- 14-8-12 1� a 6xa \\ ", 2x4 II 3x8 MT20HS 11 2A2-12 s-10.2 to-0U t174 z2-s-2 22-t 5 26 3340 6-1.2 ➢5-14 53-0 2-e14 1 L94 5{O 037 Plate Offsets (X Y)-- I2:0-2-3 Edgel I2:0-4-6Edge], f6:0-0-0 0-3-01 [8:0-0-4 Edge], [8:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.51 12-13 >786 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.79 Hom(CT) 0.35 8 Na n1a BCDL 10.0 Code FBC2017ITP12014 Matdx-MSH Weight: 1861b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-9-6oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 4-0-0 oc bracing: 10-11 WEDGE WEBS 1 Row at midpt 5-12,6-12 Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2=-785(LC 10), 6=-785(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4021/4287, 3-4=3844/4091, 4-5=-3029/3266, 5-6= 2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOT CHORD 2-13=-3619/3647, 12-13=-3101/3270, 11-12=-2170/2362, 10-11=-2090/2126, 8-10=-2055/2070 WEBS 3-13=-166/362, 4-13=-273/469,4-12=-599/964, 5-12=-1993/2081, 6-12=-628/834, 7-11=-611/269,7-10=429/502 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. 11; Exp C; Encl., GCpt=0.18; MWFRS (envelope) gable end zone and C-C Comer(3)-1-4-0 to 4-1-10, Extedor(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 22-1-10, Extedor(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and tomes & 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 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. 61 Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding .785Ito uplift at joint 2 and 785 lb uplift at • joint 8. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNING -Verity designperemefersend NEADNOTES ON TRUMAND INCLUDED MWEKNEFERANCEPAGEM 7473mv. 100012159EF011E USE valid for use only with MTeW cannectors. This design Is based only upon parameters shown, and Is for an Indivoual buiiding component, not Nil' a truss system. Before use. the building designer must verify the epplicablllty, of design parameters and properly incorporate this design Into the overall buildingdesign. Bracing Indicated istoprevent bucldingoflndlvldualtruss web and/or chord members only. Additional temporary and permanentbrocing MiTek' is always required for stability and to prevent collapse with possible personal mury and property damage. For general guidance regarding the fabricolor storage, delivery, erection and brocing of musses and truss systems, seeANSUIPII QuQTT Crkeda, OSB-69 and SCSI Building Component e East BNd. Tam e Safaty mformatbnwallable from Truss Plate Institute, 218 N. Lee Steel, Suite 312. Alexandria. VA 22314. PaFL Job Tnus Truss Type aty Ply LOT 4015618 INDIAN RIVER T77876383 2046340 A02 Roof Special 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:16:50 2019 m d 4xiD MT20HS= 6.00. 12 5x8 = 3.00 12 2x4 II `"' " 10 13-10-145.c c sxe \l 2x4 11 3x8 A1T20HS II 2S2G2 610.2 144a 2pS2 22322a1 28-0 334a slo-z Ts14 st-z z�}5i a94 Scale: 3116=1- m b Plate Offsets _(X Y)-- 12:0-2-3 Edge] r2:0-4-6 Edgel 16:0-4-0 0-3-01 18:0-0-4 Edoe] r8:0-0-4 Edge] LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.51 12-13 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.65 11-12 >614 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress her YES WB 0.79 Horz(CT) 0.35 8 1 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 184lb FT 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc puffins. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. Except: 4-0-0 oc bracing: 10-11 WEBS 1 Row at midpt 5-12, 6-12 REACTIONS. (Ib/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2= 785(LC 10). 8=-785(LC 11) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 Ill or less except when shown. TOP CHORD 2-3=-4021/4287, 3-4=-3844/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOT CHORD 2-13=3619/3647, 12-13=-3101/3270, 11-12= 2170/2362, 10-11=-2090/2126, 8-10=-2055/2070 WEBS 3-13=-166/362,4-13=-273/469, 4-12=-599/964, 5-12=-1993/2081, 6-12=-628/834, 7-11— 68/269:7-10=-429/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3)-1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 11-2-6,.Comer(3) 11-2-6 to 22.1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS 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 psi bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Beading at joints) 2 considers parallel to grain value using ANSVTPI 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 7851b uplift at joint 2 and 785 lb uplift at joint 8. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 15,2019 AWARl IrMtydeslgnpererafems nd BEADNOTES ON TNISAND INCLUDED MITEKHEFEHANCEPAGE114-T441 rev. 101112015BEFORE USE Design valid for use only with Miele® connectors. This design Is based only upon parameters shown, and Is for on IndMldual building component, not a truss system. Before use, the building designer must verity the appllccblltiy, of design parameters and properly Incorporate this design Into the overall bWdingdesign, Bracing Indicated is to prevent buckling of Individual Inloweband/or chord members only. AddBonaltemporary and permanent bracing Is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding the fabrlcafior, storage, delivery, erection antl bracing of trusses and tress systems, weANWWII Qua ltly Crustal OSS419 and BCSI Building Component Safety Intonational from Truss Rate Institute. 218 N. Lee Sheet. Suite 318 Alexandria, VA 2231d. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/56/8 INDIAN RIVER T77876384 2046340 A03 Roof Special 1 1 Jab Reference(aotlonaq__ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:16:51 2019 Scale: 3/16'=1' 4x10 MT20HS= 6.00 12 0 6 5x8 % 3.00 F12 exis 11 n-to-�8 x6 axe 1\ x _ 2x4 It 3x8 MT20HS II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ve it 0.51 12-13 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Hoa(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 1791b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 4-0-0 oc bracing: 10-11 WEDGE WEBS 1Row at midpt 5-12.6-12 Left: 2x4 SP No.3, Right: 2x4SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Malt Hoe 2= 276(LC 15) Max Uplift 2=-785(LC 10). 8= 785(LC 11) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4021/4287, 3-4=-3844/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOT CHORD 2-13=-3619/3647, 12-13=-3101/3270, 11-12=-2170/2362, 10-11=-2090/2126, 8-10=-2055/2070 WEBS 3-13— 166/362,4-13=-273/469,4-12=-599/964,5-12=-1993/2081,6-12— 628/834, 7-11=-68/269, 7-10= 429/502 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.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Extedor(2) 4-1-10 to 11-2-6, Comer(3) 11.2-6 to 22-1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS 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 Muss has been designed for a live l0ad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. B) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7851b uplift at joint 2 and 785 lb uplift at I joint B. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 15,2019 AWARNING -VCNNdesignparemeteisaadREAD Names ONTHE AND INCLUDED MREKREFERANCEPAGE AfX7V3rev.laTa201SBEFOREUSE Design volld for use only wish MirekO connectors. This design Is based only upon parameters shown, and Is for on Individual buildiing component, not a hum system. Before use, the building designer must verify the applicability of tleslgn parameters and properly Incorporate this design Into the overall bullding tleslgn. Bracing indicated is to prevent buckling of individual huss web and/or chord members orly. Additional temporary and permanent bracing Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and brccing of husses and hum systems seeANSVIPII Quality Criteria. DS549 and SCSI Building Component Safety Informationovonobie from Truss Plate Institute.218 N. Lee Sheet, Sate 312. Alexandria, VA 22314. MtTek' finds Para East BNd. Tampa,R 33610 Truss Truss Type Oly ply LOT 40/56/B INDIAN RIVER E Fob T17876385 40 A04 Common 5 1 Job Relerence (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MTek Industries, Inc. Thu Aug 15 13:16:53 2019 a.Du 112 4x6 6.OD 12 4.6 Scale=1:57.5 LOADING (psQ SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.81 Ven(LL) 0.42 10-11 >811 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.73 9-10 >468 180 BCLL 0.0 Rep Stress III YES WE 0.57 Horz(CT) 0.22 8 n/a I BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 1451b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc puffins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 8-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-0-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 REACTIONS. (lb/size) 2=1126/0-8-0, 8=1050/0-7-0 Max Horz 2=394(LC 10) Max Uplift 2=-700(LC 10), 8=-566(LC 11) FORCES. (Ib) - Max. Comp -/Max. Ten. - All forces 250 Ila) or less except when shown. TOP CHORD 2-3=-3349/2270, 3-4=-3120/2128, 4-5=-2277/1644, 5-6=-1555/1191, 6-7=-1261/921, 7-8=-1018/801 BOT CHORD 2-11=-2294/3012, 10-11- 1803/2588, 9-10=-936/1315 WEBS 3-11=-192/355, 4-11=-244/478, 4-10=-603/716, 5-10=-979/1502, 6-10=-106/330, 6-9= 531/550, 7-9=-650/1058 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. 11; Exp C; Encl., GCpi=0.1B; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6. Exterior(2) 11-2-6 to 22-4-0, Interior(1) 22-4-0 to 22-11-10, Exterior(2) 22-11-10 to 28-5-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Bearing at joint(s) 2 considers. parallel to grain value using ANSVTPI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 Its uplift at joint 2 and 5661b uplift at joint 8. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 QWARNING. VerlrydeMgnperemetef9and READNOMS ON MISANDINCLUDEDMREKREFERANCEPAGEMI4747amv. ld0142015BEFOREOW.. Design volid for use only with MgelsD connectors. Thu design Is based only upon parameters shown. and Is for an mtllvidual building component, not a truss system. Before use, me building designer must verity the applicability of design parameters and property Inccrporate this design rid, me overall building design Brccing Indicated is to prevent buckling of lndlvltlual truss web and/or chord members only.Additional temporary and permanent bracing a always required far stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding me fabrication, storage. delivery, erection and brocing of musses and muss systems, seeANSI/IPIT Qua Criteria. DS049 and BCSI BuldhD Component Safety mformationavoilable from Truss Plate "Me, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, ��• MiTek* 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 40/56/8 INDIAN RIVER E T17876386 2046340 A05 Roof Special 2 1 Job Reference (opfignap_ _ Builders FimtSource (Plant City, FL), Plant City, FL-33567, 8.240 s JW 14 2019 Mil Industries. Inc. Thu Aua 1513:16:54 2019 d 6.00 12 3x8 5x6 i Scale = 1:58.6 rs.12 - 6-1-12 IOx12 - l 6-10.2 14-40 22-11-5 26-150-2 �e-D-q 32-0-0 6-10.2 3-10-11 1-2-D 40.0 Plate Offsets (X,Y)- [2:0-0-10 Edge][4:0-3-0 0-3-41 [5:0-3-8 0-2-8] 16:0-0-0 0-3-0] [9:Edae 0-8-12][9:0-1-12 0-0-01 LOADING (psf) SPACING- 2-" C51. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.51 13-14 >748 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.65 13-14 >584 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horil 0.32 9 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 1721b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-13: 2x4 SP No.1, 9-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or4-M oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-13 REACTIONS. (lb/size) 2=1256/0-8-0, 9=1190/0-4-0 Max Harz 2=326(LC 10) Max Uplift 2=-760(LC 10), 9=-662(LC 11) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3835/2474, 3-4=-3619/2335, 4-5=-28la/1879, "=-1904/1340, 6-7=-2254/1570, 7-8=-1854/1275, 8-9=-1117/846 BOT CHORD 2-14=-2370/3453, 13-14=-1897/3074, 12-13=-1203/2060, 10-12=-1036/1636, 9-10=-221/260 WEBS 3-14=-178/350, 4-14=-227/460, 4-13=-596/706,.5-13=-112311910. 6-13=-475/556, 7-12=-194/489, 8-10=-823/1356, 7-10=-625/474 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.Opsh Irl Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6, Elaerior(2) 11-2-6 to 22-1-10, lateral 22-1-10 to 264-10, Exterior(2) 26-4-10 to 31-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 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 760 Ib uplift at joint 2 and 662111 uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 ,&WARNING-Vedry Resign paremarersand READ NOTES ON THIS AND INCLUDEOM?EKREFERANCE PAGE 140­74T3rev, 149112015 BEFORE USE Design valid for use only with 107e1,® connectors. This deslgn Is based only upon parameters shown, and Is for an Indbidual building component, not a truss system. Before use, the building designer must verity the apatcabiify of desgn parameters and property Incorporate this design Into the overall building design. Bracing indicated B to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatton, storage, deitvery, erection and bracing of trusses and truss systems, saaANBUTPIT puppy CrBedo, DS1149 and BCSI Building Component Safety Nfa malbmvocable from Truss Plate Institute. 218 N. use Sheet. Sulte 312 Alexandria. VA 22314. ��• MiTeK 69o4 Palle East Blvd. Tampa. FL 33610 Job Truss Truss Type City Ply LOT 40/6618 INDIAN RIVER T17876387 2046340 A06B Hip 1 7 _ Job Reference o tionap_ _ Builders FlrstSource (Plant City, FL), Plant City, FL-33567. 8.240 s Jul 14 2019 MiTek Inc. Thu Aua 15 13:16:55 2019 6.00 12 4x6 = 6x12 MT20HS o 5,,8 i cXlz = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 7LuSL 1.25 BCLL 0.0 RmberesOInYES BCOL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except' 2-14:2x4 SP No.1, 10-12:2x6 SP No.2 WEBS 2x4 SP N0.3-Except' 9-10: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 Scale=1:57.1 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.96 Ven(LL) 0.48 14-15 >802 240 MT20 244/190 BC 0.78 Vert(CT) -0.57 14-15 >664 180 MT20HS 1871143 WB 0.66 Horz(CT) 0.29 10 r/a n/a Matrix-MSH Weight: 178 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. REACTIONS. (Ib/size) 2=125210-8-0, 10=1187/0-4-0 Max Harz 2=302(LC 10) Max Uplift 2=-740(LC 10). 10=-637(LC 11) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3825/4209, 3-4=-3610/3977, 4-5=-2808/3130, 6-7=-2231/2905, 7-8=-2232/2621, B-9=-1834/2156,9-10=-1113/1432, 5-6=-2279/2738 BOTCHORD 2-15=-3687/3442, 14-15=-3109/3053, 13-14=-1613/1845, 11-13- 1775/1618; 10-11=.352/259 WEBS 3-15=-176/423,4-15=-287/465,4-14=-555/960, 6-14=-5861753, 7-13=-247/599, e-13=-249/448, 9-11=-1439/1345, 5-14=-1084/1060, 6-13=-678/401, 8-11=605/799 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=0.1 B; MW FRS (envelope) gable end zone and C-C Comer(3) -1-0-0 to 4-1-10, Exterior(2) 4-1-10 to 9-6-6, Conrl 9-6-6 to 23-9-10, Exterior(2) 23-9-10 to 26-3-10, Comer(3) 26-3-10 to 31-9-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 201 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. B) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7401b uplift at joint 2 and 6371b uplift at joint 10. Joaquin Velez PE No.6819i NiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 QWARNING-Vedlydeslgnpvamefersend BEAD NOTES ON THI ANDWCLUDEDM KBEFEBANCEPAGEMIA747arev. laRlT2arSSEFDBE USE. Design valid for use only wlth MreW Connectors, This tlesign 6 based only upon parametersshown, and Is bran IndNltlual building component, not a fuss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. . Bracing Indicated is to prevent buckMg of Individual fuss web and/or chord members only. Additional temporary and permanent bracing e always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of hs usses and truss systemseeAN5U1P11 Quanty Criteria, DSB49 rand BCSI Building Component Safety from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, R. 33610 Job Truss Type Oly Ply LOT 4015618 INDIAN RIVERET77B76388 THip 2046340 A07B 1 1 Jab Reference (optional) Builders FIf6I6oufce (HIM Ulty, I-Q. Pram Ulty, HL-33567, 8240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 1513:16:56 2019 Page 1 4x10 MT20HS = 6.00 12 6x12 MT20HS G 3" Scale-1:57.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.90 BC 0.73 WB 0.87 Matrix-MSH DEFL. Veri(LL) Vert(CT) Horz(CT) in (loc) Well Ud 0.44 12-13 >860 240 -0.53 12-13 >718 180 0.30 8 n/a n/a PLATES MT20 MT20HS Weight: 165 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4-5,1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-2-13 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 9-12: 2x4 SP No.2, 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=125710-8-0, 8=1200/0-4-0 Max Horz 2=270(LC 10) Max Uplift 2=-712(LC 10), 8=-605(LC 11) FORCES. (Ib) -Max. COmplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3747/3984, 3-4=-2918/3018, 4-5=2957/3198, 5-6= 2247/2455, 6.7=-190012218 BOT CHORD 2-13=-3438/3365, 12-13=-3437/3377, 11-12=-1721/2001, 9-11=-1862/1700 WEBS 4-12=-951/1033, 5-12=-943/1162; 6-11=-229/420, 6-9=-568/854, 7-8=-1154/1430, 7-9=-1886/1688,3-13=0/265,3-12=-734/1204 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.Opst h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Extedor(2) 4-1-10 to 7-6-6, Comer(3) 7-6-6 to 25-9-10, Extedor(2) 25-9-10 to 26-4-10, Comer(3) 26-4-101c 31-10-4 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Vida will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 2 and 605 lb uplift at joint 8. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 O WARNING- Verilydesignpmmetersend READNOTESON TNISANDMCLUDWMRKREFERANCEPAGEMD74"mre 100aQvISBEFOREUSE Design valid for use only with Mlrek® connectors. ThIs design Is based only upon parameters snown, and Is for an IndMdual building component, not a hues system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate ttds design Into Inc overall bulldirl Bracing indicatedistoprevent buckling ofIndividual trussweband/or chord members only. AddiHonoltemporaryand permanent bracing WOW Is always requlred for stobllity and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVIPII Quatly Cil D3549 and SCSI Building Component Safely mformatbrwallabla from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria, 69M Parke East Blvd. Tampa, FL 33610 VA 2231 A. Job Truss - Taus Type Oty Ply LOT 4015618 INDIAN RIVER T77876389 2046340 A08B Hip 1 1 Job Reference (optional) Builders Firssoume (Plant City, FL), Plant City, FL-33567, 8.240 s Jul14 2019 MiTek Inc. Thu AID 15 13:16:57 2019 i 4x6 = 3x4 = 4xfi = 5 6 Scale = 1:56.1 1[ 1u 34 3x8 = 4x6 3x8 = 4,02 11 11-0.0 22-4-0 32-0-0 11-0.0 11-4-0 Plate Offsets (X Y)- r2:0-2-9 0-1-81 [9:0-8-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.76 Verr -0.37 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.63 10-12 >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.08 9 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 165 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc pudins. 1 A: 2x4 SP No.1 BOTCHORD Rigid ceiling directly applied or4-7-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 240OF 2.0E 3-6-8 REACTIONS. (lb/size) 9=1183/0-0-0, 2=1257/0-8-0 Max Hom 2=236(LC 10) Max Uplift 9=-692(LC 11). 2= 784(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shaven. TOP CHORD 2-3=-2092/1813, 3-4=-1831/1636, 4-5=1591/1500, 5-6=-1481/1454, 6-7= 1665/1558, 7-9=-1779/1688 BOT CHORD 2-12=-1411/1825, 10-12=118411710, 9-10=-125911528 WEBS 3-12=-356/609,4-12=-539/622, 5-12=-278/334, 5-10=-410/391, 6-10=-446/478, 7-10=-1111451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) -1-0-0 to 4-1-10, Exterior(2) 4-1-10 to 26-6-6, Comer(3) 26-6-6 to 32-0-0 zone;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 9 and 784lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 QwARNING-Verify dedernparemefers and BEAD NOTES ON THISAND INCLUDED MREKIIEFERANCE PAGE M67473nmv. ipDYlaISBEFORE USE. Design valid for use only with MOeWconnectors. ➢11s design Is based only upon parameters shown. and Is for an Indlviduol bulldho component, not a truss system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporala this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/Or Chord members any. Additional temporary and permanent bracing M!Tek* Is always reculred for stability and to prevent collojeres with palpable personal Injury and property damage. For general guidance regarding the fabrlooflon storage, calvary, erection and bracing of trusses and truss systems seeANSVIPl1 Cualp�. CrBMa, DSB419 and BC31 Balding Camponf of Solely Mlonnatbrxrvolloble from Truss Plate lnsSNte.218 N. Lee Sheet. Suite 312, Alexandra. VA 22314. s9o4 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Illy LOT 40156/11 INDIAN RIVER T7787639D 2046340 A09 Half Hip JPly 7 i Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Jul 14 2019 MiTek Industries. Inc. Thu Auo 15 13:16:58 2019 m d 5XB = 2x4 II 5x6 = Scale=1:56.1 46= 3.6 = 3x4 = 3x4 = Us = 3X6 II 3.8 = &0.0 16-8.9 24-3-7 I 32-0-0 9-0.0 7-8-9 7-6-13 ]-e-9 Plate Offsets (X Y)- 14:0-0-0 0-2-8] [6:0-3-0 0-3-41 LOADING (psQ SPACING- 2-0-0 CS]. DEFL. in (too). 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Verb(ILL) 0.24 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Ven(CT) -0.3612-15 >999 180 SCLL 0.0 ' Rep Stress [nor YES WB 0.87 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 16B lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1Row at midpt 7-9 REACTIONS. (Ile/size) 8=1177/0-0-0, 2=1252/0-8-0 Max Ho¢ 2=361(LC 10) Max Uplift 8=-815(LC 7), 2=-822(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3---2147/1513, 3-4=-1951/1416, 4-5=-2125/1526, 5-6=-2125/1526, 6-7=-1567/1073, 7-8=-1109/847 BOT CHORD 2-12=-1565/1881, 10-12=-1316/1718, 9-10- 1096/1591 WEBS 3-12- 252/370, 4-12=-198/438, 4-10=A87/574, 5-10=-431/498, 6-10=-595/627, 6-9=-761/719, 7-9- 1225/1791 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-14-0.to 16-8-9, Interior(1) 16-8-9 to 26-4-10, Extedor(2) 26-4-10 to 31-10-4 zori for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 815 lb uplift at joint 8 and 822 Ib uplift at joint 2. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Jab Thus Truss Type Oty Pl=Fteferenm VERE T7787fi391 2046340 A10 HALF HIP GIRDER 1 eu6oers re515=0 (Plain Uty, FL), Plant city, rL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:00 2019 Page 1 ID:UFLsKgoi2lTgRmwAjjSOPzBAGN-pMaZHKgcc28_RdakXeUl IurdR30NIgb0hmEGGynbFX 14-0 7-0.0 12-0-1 77-0-fi 21-0140 26-10-15 32-0-0 14.0I 7-0.0 51.7 4.11-5 4-11.5 f 4-11-5 5-1-0 6x12 MT20HS 3.6 II 6x12 MT20HS = 2x4 II 7x1U = 3x4 II 6.00 12 3 4 5 18 6 7 8 5x8 = 2x4 II 6x12 MT20HS = 2x4 II 6.12 MUGHS = 2.4 II Scale =1:57.7 6x12 MT20HS = LOADING (psp TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171FPI2014 CSI. TC 0.96 BC 0.98 WB 0.95 Matnx-MSH DEFL. Ve art Vert(CT) Hoa(CT) in (loc) Mail L/d 0.66 12-13 >582 240 -0.61 12-13 >622 180 -0.21 9 n/a n/a PLATES MT20 MT20HS Weight: 171 Ito GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except' TOP CHORD Structural wood sheathing directly applied or 24-14 oc pudins, 5-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. 9-11: 2x4 SP No.2, 2-13: 2x4 SP No.t, WEBS 1 Row at midpt 3-13, 7-11, 7-9 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=2580/0-4-0, 2=2505/0-e-0 Max Hom 2=290(LC 8) Max Uplift 9=-2170(LC 5), 2=-1944(LC 8) Max Grav 9=2782(LC 17). 2=2717(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5460/3860, 34=-6308/4753, 4-5=-6308/4753, 5.6=-5408/4244, 6-7= 5408/4244, 8-9=-295/334 BOT CHORD 2-14=-3549/4815, 13-14=-3544/4826, 12-13=4950/6461, 11-12=4950/6461, 10-11=-2632/3355, 9-10= 2632/3355 WEBS 3-14=0/414,3-13=-1616/1820,4-13=-731/856,5-13= 371/272, 5.12=0/322, 5-11=-1297/1022,6-11=-648l755,7-11=-1985/2605,7-10=0/336,7-9=4080/3203 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2170lb uplift at joint 9 and 19441b uplift • at joint 2. 9) Girder carries hip end with 0-0-0 right side setback, 7-" left side setback, and 7-M end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7091b down and 515 lb up at Joaquin Velez PE No.68182 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. MiTek USA, Inc. FL Cart 6634 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: August 15.2019 Job Truss Truss Type City Ply=Reference VERE T17876391 2046340 AID HALF HIP GIRDER 1 Builders FirstSource (Plant City, FLI, Plant City, FL- 33567, 8.240 s Jul 14 2019 Mrek Industries, Inc. Thu Aug 1513:17:00 2019 Page 2 ID:UFLSKgo!PJTgRmwP41SOPzBAGN-pMaZHKgcc28 Rdak)(eUI lurdFI30NigbOhmEGGynbFX LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=-54, 3-8=-117(F— 63), 9-15_ 43(F=-23) Concentrated Loads (Ib) Vert: 3=-347(F) QWANNING-Verlrydesl9nperemets..dREADN07ES ON MISAND INCLUDED MIFEKNEFENANCEPAGEM674"mv. faMrOYS9EFONE USE Design valid for use only with Mrekd, connectors. Phis Design Is based only upon parameters shown, and Is for an Individual bustling component, not o truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing indicated is to prevent budding of Individual truss web and/or chard members only. Additional temporary and pennonent bracing MiTek' always repuited for stability and to prevent collapse with p054ble personal lryury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and brocing of trusses and truss systems, seeANSVIPr Quality C1rMa, D33-09 and BCSI Building Component 6904 Parke East BNd. Safety InfornalbMvailobie from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alevontlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40156/8 INDIAN RIVER T17876392 2046340 A11 Hip 1 1 Job Reference (optional) emmers ruslaource triam uty. I-L{, riant ury, rL-4abbf, 11.241.) a Jul 14 ZUI a mc. I nu NUq 1a 14:v:u i zv m 5z6 = 6xl2 MT20HSC 6.00 12 5 6 3x4 i 6x12 Iv1T20HSC 4 31 32 6xi2 MT20HS i 7 3 30 14 1.Sx8 STP— axis 2 15 2x II 13 off' 1 3x4 3.4 Scale=1:64.7 2x4 II 8 33 3x6 C 9 0 14 10, it 5x8 � 3.00 12 2x4 II 2x4 II 14-8-12 12 e.s v 6xe tl 5x8 = 2x4 II 21-s10 F10.8 l".0 TH 61 d 28D0 a3-0d E-10.8 7-5-8 S33 2 H11 5E14 5i-0 0.740 Plate Offsets(XY)-- [2:0-2-3Edge1 [2:0-4-6,Edge1 [5:03-00-2-71 [6:0-9-40-3-01 [10:0-3-100-0-0] [10:0-2-80-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.48 14-15 >840 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) .0.64 14-15 >629 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WS 0.44 HOrz(CT) 0.34 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1951b FT 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-3:2x4 SP No.2, 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. (lb/size) 2=1292/0-8-0, 10=131910-8-0 Max Horz 2=250(LC 10) Max Uplift 2=-759(LC 10), 10=-772(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-0-0 oc bracing: 12-13 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3974/4198, 3-4=-3793/4000, 4-5=-2978/3119, 6-7=-2387/2631, 7-8=-2106/2437, 8-10=2155/2369, 5-6=-2421/2723 BOT CHORD 2-15=-3540/3608, 14-15=-2942/3194, 13-14=-1557/2021, 12-13= 2150/2237, 10-12=-1790/1887 WEBS 3-15— 175/402, 4-15= 352/490,4-14=-541/934,5-14=-1130/1155,6.14=.462/727, 6-13=-341/354, 7-13=-169/506,7-12=-465/514 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) -14-0 to 4-1-10, Exterior(2) 4-1-10 to 9-6-6, Comer(3) 9-6-6 to 23-9-10, Extedor(2) 23-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. -8) Bearing at joints) 2 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 7591b uplift at joint 2 and 772 lb uplift at Joint 10. Joaquin Velez PE No.68182 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 ,&WARNING- VeN7y Eeslgnparah tersenEREADNOTES ON MIS AND WCLUDEDMREKREFERANCEPAGEMR7473rev. 101YLOISBEFORE USE Design valid for use only with MiTeM connectors. l Is design Is bosed only upon parameters shown, and u for an individual building component, not a truss system. Before use, the building dedgner must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of lndivlduol truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with poZble personal Injury and property damage. For general guidance regarding the fabrlcanon: storage, delivery, erection and bracing of trusses and truss systems seeANSVIPD Quality Criteria, DS549 and IICSI lfWdlsp Component SQf mfosmatbms,0110ble from True Plate Institute. 218 N. Lee Sheet. Suite 312, Ale%ondrb. VA 22314. 69" Parka East Blvd. Tampa. FL 33610 Job Truss Truss Truss Type Ory Ply LOT 4115" INDIAN RIVER E T17876393 2046340 Al2 Hip 1 i _ Job Reference (options]) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 Mil Industries, Inc. 15 13:17:02 2019 Scale = 1:62.4 6x12 MT20HS &00 12 6x12 MT20HS = 2x4 11 b 3.00�� 2x4 II 10 B-7-4 148-12 5 6 - 3x6 p 5xB G i 2x4 11 e-8-i5 14-0-0 22-0.0 28-0-0 33-4-0 8.845 5-7-0 7-8-0 6-0-0 F 5-4-0 f Plate Offsets(X,Y)-- 12:0-2-6.Edge] f5:0-9-0.0-2-0117:0-4-003-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 VaR(LL) 0.52 12-13 >773 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.88 Ven(CT) -0.60 11-12 >668 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress [nor YES WB 0.85 HOR(CT) 0.35 8 11 1 BCDL 10.0 Code FBC20177TPI2014 Matnx-MSH Weight: 1821b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 5-7,7-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-11-3 oc bracing. Except: 4-0-0oc bracing: 10-11 REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Horz 2=220(LC 14) Max Uplift 2=-735(LC 10), 8111) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4040/4348, 3-4=-3666/3738, 4-5= 3190/3270,5-6=-2525/3028, 6-7=-2572/2717, 7-8=-2379/2604 BOT CHORD 2-13=-3692/3650, 12-13=-2312/2946, 11-12=-1695/2202, 10-11=-2122/2158, 8-10=-2067/2086 WEBS 3-13=-364/921, 4-13=-707/557,4-12=-553/888, 5-12=-918/1207, 5-11=--7r/6/450, 7-11=-123/301, 7-10=-424/547. 6-11=-233/680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL--5.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 7-6-0, Comer(3)7-"to 25-9-10, Exterior(2) 25-9-1010 29-2-Q Comer(3) 29-2-6 to 34-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 75) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. -8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 7351b uplift at joint 8. Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNWG-Vedfyd.9gnpemmeten and READ NOTES ON MMAND INCLUDWWEKREFEBANCEPAGEM674m me IGMIT015BUOBE USE Design valid for use only with MDek® connectors. This di b based only upon parameters Shown, and Is for an Individual building component, not a truss system, Before use, Me building designer must vel the cppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buciting of Individual truss web and/or chord members only. Additional temporary and permanent bracing 6 always required for stability and to prevent collapse with possible personal Iryury and property damage. For general guidance regarding the fabricaflon, storage. 3opty Informafbrurollable frorection and m Truss Plate InsfiMe, 218 N. Lee street. Sulteof trusses and truss m31Z Moraa�ot. VVA 22314.Ma� D3ll-09 and 6C5I ku9dhp Component � MiTek' 6904 Tampa, FL 33610East Ivd Job Truss Truss Type Oty Ply LOT 40/56/8 INDIAN RIVER T77B76394 2046340 A13 Hip 1 1 Job Reference (optional) bulaers rlrstbource )rlam Illy, I-L), rram ury, rL- Jdaaf, a.e4u s Jul 14 elm a me. nu HUg1ol,l1:Wzu IC 5x6 = 4 2x4 II 5 5x6 = 6 Scale = 1:59.6 1a 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 3.6 = 3xfi = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(L-) 0.20 12-14 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.77 Vert(CT) -0.3710-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.10 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 1681b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 are puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0,8=1305/0-8-0 Max Horz 2=-189(LC 15) Max Uplift 2=-804(LC 10), 8=-804(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2372/1889, 3-4=-2121/1666, 4-5=-1892/1633, 5E=-1892/1633, 6-7=-2121/1666, 7-8=-2372/1889 BOT CHORD 2-14=-1509/2100, 12-14=-967/1634, 10-12=-967/1634, 8-10=-1509/2100 WEBS 3-14=-342/528, 4-14=-242/460, 4-12=-303/476, 5-12=-342/401, 6-12=-303/476, 6-10=-242/460, 7-10=-342/528 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exie C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Provide mechanical connection (by others) of Truss to bearing plate capable of withstanding 804 lb uplift at joint 2 and 8041b uplift at joint 8. Joaquin Velez PE No.68182 III USA, Inc. FL Cart 6634 6904 Parka East BNiL Tampa FL 33810 Date: August 15,2019 Q WARND/G- Ved/ydeslanperdmefenend READ NOTES ON TH/SAND WCLUDED M?EKREFERANCEPAGEMIF74" env. 10MV015BEFORE USE. Design valid for use only with tvi connectors. this design b based only upon parameters shown, and Is for an Individual bulidhg component, not a hues system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingtlesign. Bracing Indicated btoprevent bucHingofIndividual tausweb and/or chord members only, Additlonoitemporary and permanent loading Is always requited for stability and to prevent collapse with possible personal hlury and properly damage. For general guidance regarding the fabdcation, storage. delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Crl DS349 and SCSI Building Component Safety Nformotbrwolloble from Truss Plate Institute, 218 N. Lee Sheet, Suke 312, Alexandria. VA 22314. Me[( 6904 Padre East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/56/8 INDIAN RIVER E T77876395 2046340 A14 Hip 1 1 Job Reference (optional) bulaers hlrstbource (rlant Ulry, hL), HIM Glry, rL- J4b0/, a.24us Jul142UIUmneKmaustnes,lnc. munug1D1J:1':ubeule Style = 1:59.6 5xB = 2x4 It 5x8 = 4 5 6 3x6 = 3x4= 3x4 = 3xB = 30 = 3x4 = 3x6 = LOADING (psl TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber I 1.25 Rep Stress Incr YES Code 1`13C2017/TPI2014 CsL TC 0.92 BC 0.85 WB 0.78 Matrix-MSH DEFLin (loc) Well Ud VOil (CL). 0.24 12 >999 240 Ven(CT) -0.37 14-17 >999 180 Horz(CT) 0.10 8 n1a n/a PLATES GRIP MT20 244/190 Weight: 163 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-10-15 0o bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Horz 2=-159(LC 15) Max Uplift 2=-809(LC 10), 8=-809(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2265/1745, 3-4=-2068/1646, 4-5=-2331/1929, 5-6=-2331/1929, 6-7=-2068/1646, 7-8=-2265/1745 BOT CHORD 2-14=-1335/1986, 12 14=-1081/1821, 10-12— 1081/1821, 8-10=1335/1986 WEBS 3-14=-258/379,4-14=206/440,4-12=-539/690, 5-12=-478/569, 6-12=-539/690, 6-10=-206/440, 7-10=-258/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDL=5.Opst h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and fomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809lb uplift at joint 2 and 8091b uplift at joint B. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 O WARNING -WWI design peremetersa4d READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MM174Mev, faN34a15 BEFORE USE. Design valid for use only with MTek® connectors. AB design Is based only upon parameters shown. and Is for an Individual building component, not ��• a truss system. Before use, me building designer must verify tree applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek' Is always required far stability and to prevent collapse with possible personal N7ury and property damage. For general guidance regarding the fabrlcallom storage, delivery, erection and bracing of busses and tress systems, seeANSViP1I Quality CNn1a, DS349 and SCSI Building Component. 6904 Parke Easl Blvd. Safety informn6enavallable from Truss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/56/B INDIAN RIVERE T77876396 2046340 A15 Hip Girder 1 1 Job Reference o tional builders Frsi50urce (Plant City, FL), Plant City, FL- 33567. 602 MT20HS 6.00 FIT 6x8 = 4 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:06 2019 Page 1 3mwAjlSOPzBAGN-eWxgXNuN0uu79m9k5NuHZByusETnTtTOGDZUwynbFR 26-4-0 2&&4 33-4.0 3-2-9 I 2-2.3 Scale = 1:59.6 6x12 MT20HS= 7x10 = 6x6 = 5 6 la 12 11 iu 1.5,,B STP= US 8.14 MT20HS = 8x14 MT20HS = 4x6_ 1.5x8 STP= 5x8 = 5x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 1 TIC 0.59 BC 0.46 WB 0.73 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud 0.52 11-12 >769 240 -0.5311-12 >760 180 -0.14 8 n/a n/a PLATES MT20 MT20HS Weight: 1981la GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except' TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc pudins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=257810-8-0, 8=2578/0-8-0 Max Hoa 2=-126(LC 9) Max Uplift 2_ 1988(LC 8). 8=-1988(LC 9) Max Grav 2=2775(LC 18), 8=2775(LC 17) FORCES. (Ila) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5738/4060, 3-4=-5146/3763, 4-5=-6827/5036, 5-6=-6826/5035, 6-7=-5145/3761, 7-8=-5737/4059 BOT CHORD 2-13=-3582/5232, 12-13=-4687/6532, 11-12=-552417388, 10-11=-4616/6437, 8-10=-3511/5137 WEBS 3-13>112211685,4-13=-1845/1670,4-12-508/946,5-12=-726/851, 5-11=-726/851, 6-11=-508/946,6-1D=-184411669, 7-10=-1122/1685 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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 nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1988 Ile uplift at joint 2 and 19881b uplift at joint 8. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 709 lb down and 5151b up at 26-4-0, and 7091b down and 515lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=112(F=-59), 7.9=-54, 2-8=-42(F= 22) ued on Joaquin Velez PE No.68182 Mirek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 OWARNING-Veritydeaignparametenend REAONOTES ON TNISANDWCLUBEOMWEKREFERANCEPAGEMX74 .a . laatl4e15BEFORE USE. Design valid for use only with Mirek® connectors. This design Is based any upon parameters show4 and is for an Indkilduol building component, not a truss system. Before use, the building designer must verify the opplicabliby, of dedgn parameters and properly Incorporate this design Into the overall bulldIngdeegn. Bracing Indicated Is to prevent bucking of Individual imssweband/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricah'or storage, delivery, erection and bracing of trusses and truss systems, seeANSUVII Qua1DByy CRerb, D3549 and SCSI Eultlhp Component Safety m/orniatbeavatobie from Truss Hate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314, MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Tess yp Oly Ply LOT 40/56/6 INDIAN RIVER E FHPGTdla T17876396 2046340 A15 e 7 7 Job Reference (optional) tlu6ders mrstsource (Plant city, I-L), Plant city, rL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:06 2019 Page 2 ID:UFLsKgoi2lTgRm NjSOPzBAGN-eWzq%NuNBuu79m9k5NuHZ8ymETnTtTODDZUwynbFR LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-347(F) 7=-347(F) OWABNNG-Veritydesign Paramelemend NEADNOTEBONTNIBANDINCLUDFDMIFEKNEFENANCEPAGEM67M.J ..lD 015BEFOBEUSE Design valid for use only won Mired® connectors. Thu tleslgn b based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, the butting designer must verity the appliccbllity of design parameters and properly Incorporate this design Into me overall building design. Bracing lndlcoted is to prevent buckling of Inc Mdual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' u always required for stablilty and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the fabricailon. storage, delivery. erection and bracing of pusses and hiss systems. seeANSIMI I Quaff Cr@eno, DS349 and ICSI IluIldhD Component 9abty N/amlatbrav ,Ilcble from Truss Plate Institute. 218 N. Lee Sheet. Suite312. Alexondrim 6904 Pa he East Blvd. Tampa, FL 33610 VA 22314. Job Truss Truss Type OtY Ply LOT 40/56/8 INDIAN RIVER T77B76397 2046340 C1 JACK -OPEN 10 1 Job Reference (optional) Builders RrslSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:07 2019 0-11-4 0-71-4 Scale =1:7.6 Plate Offsets_ (X Y)- f2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ved(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress [net YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ile/size) 3=-3/Mechanical, 2=15B/0-8-0, 4- 15/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-0(LC 1). 2=-148(LC 10), 4=-15(LC 1) Max Grey 3=14(LC 6), 2=158(LC 1).4=31(LC 14) FORCES. (lb) - Mate Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fast bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 31b uplift at joint 3, 1481b uplift at joint 2 and 15 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q wMNING-VeNtytleslgnperamet...dREAONOTES ON THISANO INCLUDED M17EKREFERANCEPAGEM674TJnv. taacraDISeEFOREUSE Design valid for use only with MaekWt connectors. rhh design Is based only upon parameters shown, and Is for an IndNldual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent bucWbg of lndlviclual truss web and/or chord members only. AddlHonal temporory and permanent bracing MiTeK 6 always required for stoblllty and to prevent collapse with possible pawned Injury and properly damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and fruss systems, seeANSVIPII GaWly Cmrrdn, 0S8419 and SCSI Building Component 6904 Parke East Blvd. 4alrrp NfOnnalbrtaoollable from Truss Plate Institute. 218 N. We Street SUIte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type pty ply LOT 40/56/e INDIAN RIVER E T17876398 2046340 CIO Jack -Open 7 1 Job Reference o tional Builders Firssource (Plant City, FL), Plant City, FL - 33567, B240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:08 2019 Page 1 ID:JR51SNiTSiaXAOMBFKUBowzAhiT.au3ay3wdjV9rP4J7CCnMM EOBfOsFYimswfZpynbFP ' t-a-D 1 o-11-4 ' Scale= 1:10.2 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 5 >999 180 BOLL 0.0 Rep Stress [nor YES WB 0.00 Hom(CT) -0.01 4 n1a n/a BCDL 10.0 Code FBC20177rP12014 Matdx-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=87/Mechanical, 3=13/Mechanical, 4=48/Mechanical Max Hom 1=78(LC 10) Max Uplift 1=-35(LC 10). 3=-40(LC 10). 4=-34(LC 6) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to muse connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351le uplift at joint 1, 40 lb uplift at joint 3 and 34lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: August 15,2019 QWARNING-Ved/ydes19h Ps--h,nand READNOTES ON MMANDINCLUDWMIfEKRUF MCEPAGEMX74M.. 10AXILOISBEFOBEUSE ��- Design valid for use only with MReIss connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component, not a truss system. Before use, Me building designer must verity me appllcablllty of design parameters and properly Incorporate this design Into me overall bulling design, Bracing Indicated is to prevent buckling of Indli duol muss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding me fabrication storage, delivery, creation and brocing of musses and truss systems seeANSVhsII Quality Cri DS849 and SCSI Building Component 6904 Parka East Blvd. Safely N(ommlbrpv011Oble from Truss Plate Institute. 218 N. Lee Sheet, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job - Truss Truss Type Cry Ply LOT 40/56/BiNDIAN RIVER T17876399 2046340 C1L Jack -Open 7 1 Job Reference (optional) Builders FRstSource (Plant City, FL), Plant Oily, FL-33567, 8.240 s Jul 142019 MiTek Industries, Inc. Thu Aug 15 13:17:082019 Page 1 ID:UFIsKgoi2lTgRmwAjjSOPzBAGN-au3ay3wdjV9rP4J7CCnMM EOPft bFYmsxifZpynbFP -1-4-0 k 0,11-4 1-4.0 6. 1 Scale =1:7.6 LOADING (psl) SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25. TC 0.20 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 4 n/a n/a BCDL 10.0 Code FSC20171TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-3-0, 4=-15/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-4(LC 7), 2=-148(LC 10), 4=-15(LC 1) Max Gmv 3=12(LC 14), 2=158(LC 1), 4=31(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 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.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; porch left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 last bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41la uplift at joint 3, 148 lb uplift at joint 2 and 15lb uplift at joint 4. Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cart 6634 6904 Parke East ENd. Tampa FL 33610 Date: August 15,2019 O WARNMG-yedry Easlgnparamete..d READNOTES ON WISANDWCLUDWD KBEFERANCEGAGEM474MMV.. i0`[i34r015BEF0BE USE Design vold for use only with MireIdD connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a buss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. Bracing indicated is to prevent bucking of Individual buss web and/or chord members only. Addffloncltempororyondpeimanentbrocing WOW Is always required for stobillty, and to prevent collapse w,th passible personal Injury and property damage. For general guidance regarding me fabrication storage, delivery, erection and bracing of teases and buss system seeANSKPtt poppy CrBnb, DS5419 and SCSI kultlbD COmpon�nf 5018ly Inlmbrlo truss Plate 690d Parke East BNO. O,ntvo0obleftam Institute.218 N. Lee Sheaf, 6ulte 312. Alexandria VA 22314. Tampa, FL M610 Job Truss Truss Type Oly Ply LOT 4115118 INDIAN RIVERE T17876400 2046340 C3 Jack -Open 10 1 Job Reference o tional buixters Fescsource (Plant Gay, FL), Plant urty, FL-33567, 8.240 s Jul 14 2019 MTek Industries, Inc. Thu Auq 15 13:17:09 2019 Scale=1:12.7 Plate Offsets (X Y)— 12:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (toe) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.20 Ved(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (IWsize) 3=60/Mechanical, 2=195/0-8.0, 4=30/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=139(LC 10), 4=-36(LC 7) Max Grav 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 lost bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 346-0 tall by 2-" wide Will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3, 139 Ib uplift at joint 2 and 36 lb uplift at joint 4. Joaquin Velez PE No.68182 MTek USA, Inc FL Cott 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNNG-Wdryde gnP.,rx,rersand READNOTES ON TN/SANDWCLUDEDMREKREFENANCEFAGEM67M1 v. 1ND 015BEFOBE USE Dedgn volid for use only with MBek& connectors. This deslgn Is based.d upon parameter shown, and Isforen In"I ...building Component, not a huss system. fief.'. use, me bulltling designer must ve'iy the a""Cc""' of design peromefers antl properly Inc-"xcte Ihis tlesign Into the overall building deslgn. Bracing Indicated 6 fo prevent buckling of Ir tl cu.l hussweb antl/or chord members only. Atltlitlonel temporary and permanent bracing MiT®k' Is always required for st.burr end to prevent cotops. with possible persona Injury antl property tlem.ge. For g.nemi guitlance regertling the fobricoil.n. ".rage. delNe' erection end bracing of pusses end tnlss systems, seeAN51/IPR QualDtltyy CM... Dt. and 0CSI6Wtlbp Companmt Sabry Nfarmalblvrvo0oble hom Truss Role Institute, 69N Parke Earl Blvd. Tampa, 21a N. lee Sheet. SuBe3t2 Alexontlrl.. VA 22314. FL 33610 Job Truss Truss Type my Ply LOT 40/56/B INDIAN RIVER T77676401 2046340 C3L Jack -Open 4 1 Job Reference o tional e 1.,4.4 „4y, 1W, �,n,"-.moor, e.L4Us JGI 14ZUIU ran eK Inauslnas, Inc. Inu/ qID id: 1;uv zuiu Scale-1:12.7 2-11-4 LOADING (fast) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rite n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (IWsize) 3=60/Mechanical, 2=195fO-M, 4=30/Mechanical Max Hom 2=142(LC 10) Max Uplift 3--81(LC 10). 2= 139(LC 10), 4=-36(LC 7) Max Gmv 3=60(LC 1). 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or 2-114 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 81 lb uplift at joint 3, 139 lb uplift at joint 2 and 36 lb uplift at joint 4. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNING- Vedrydes/Onparemere..dREAD N0nFS ON TM/SANDWCLUVED MREKREFERANCEPAGEMb74Ame 1040A32015BEFORE USE Design void for use only with Mfli connectors, fie design b based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Brodng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always roculred for stability and to prevent collapse win possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and buss systems, seeANSVTPII Quagly CM�M, DS&6e and I1C31 Building Component from Truss Role InstiMe, 218 N. We Sheet Suite 312. Alexontlrl0. VA 22314. '' 11 �e M!Tek* 6s04 Fade East Blvd.SafetyInlpnnglbmvolloble Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/56/81NDIAN RIVER T17876402 2046340 C5 Jack -Open 10 1 Job Reference o tional builders I-Irinbource (From Gity, FL), Plant Uty, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Auq 15 13:17:10 2019 3x4 = Scale =1:17.6 Plate Offsets (X,Y)-- f2:0-1-4 0-0-21 LOADING (psi) SPACING- 2-0-0. CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=112/Mechanical, 2=262/0-", 4=59/Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-153(LC 10). 2— 165(LC 10), 4=-7(LC 10) Max Gmv 3=112(LC 1), 2=262(LC 1).4=87(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 nonco rcurrent 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) Bearings are assumed to be: Joint 2 SYP No:2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3, 165 Ib uplift at joint 2 and 7 lb uplift at joint 4. Joaquin Velez PE No.68182 Ili USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 AWARNING- VeriydeelgnparamefenanOREAONOTESONMOANDINCLUOFDMREKREFERANCEPAGEMAT4T3rev.fOsAY1p15BEFOREUSE Design valid for use only WIT, WOW connectors. lhb design a based only upon parameters shown. and Is for on Individual builtlNg component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bWltling design. Brocing indicated is to prevent buckling of Individual truss web and/or chord members only. Addi6anot temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSI/WII GUOIly Cdbrio, D5349 antl SCSI luldhp Component 69p4 Parke East Blvd. 9afNy b/pmlatblxrvalloble from Truss Plate Institute, 218 N. Lee Street, lex eet, Suite 312, Aontlrla, VA 22314. Tampa, FL 33610 Job Thus Thus Type Oty Ply LOT 4015611 INDIAN RIVER T17876403 2046340 C5L Jack -Open 4 1 Jab Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL-33567. 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 1513:17:11 2019 rage I ID:UFLsKgoi2lTgRm AjjSOPzBAGN-_Tkjb5yW00XOGX2itKL3dsoclwjSURCYVXK98ynbFM Seale = 1:17.6 4-11-4 Plate Offsets (X Y)— [2:0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.12 4-7 >486 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Ven(CT) 0.11 4-7 >555 180 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 Matrix -MP Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 3=112/Mechanical, 2=262/0.3-0, 4=59/Mechanical Max Harz 2=213(LC 10) Max Uplift 3=-153(LC 10), 2=-165(LC 10), 4=-66(LC 7) Max Grav 3=112(LC 1), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; V611=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to Muse connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1531b uplift at joint 3, 1651b uplift at joint 2 and 66 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNING-Verilydesignperametevsend BEAD NOTES ON MOANOINCLUOEOMIFEKREFERANCEPAGEMLL747 mr ldea¢OISBEFOREUSE Design valid for use only with M6ek® connectors. 4tls design Is based only upon parameters shown, and s for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly IncOmcrole this design Into the overall buildingdeslgn. Bracing indicated is to prevent bucking of Inivdual huss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, SeeANSVFPII Quality Cr6arlo. DS0419 and BCSI Building Component 69N Parke East Blvd. Safety mformalbrgvallabie from Truss More IrolSute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 40/56/8 INDIAN RIVER T77876404 2046340 D01 Common 3 1 Job Reference (ooto ap builders tlrslaource )rant ur y, ry, rlam wy, rL- 00001, 6.24USJu114ZUIU Nin eK moUsim ,mg. Ifli m 10.11.11 cai= 6.00 FIT 11111 I a NO- . 4x6 = C 3x4 i �4 3x4 4'�' %'%�� \ 3x4 3 C � \\ 5 10 21 22 23 2x4 // 9 6 24 3x6 = 2x4 \\ 19 20 Scale = 1:38.5 6 4x6 = 7 Io LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Van(LL) 0.51 8-10 >483 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Val -0.78 8-10 >318 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 901b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc pudins. BOT CHORD 20 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1101/0-8-0, 6=1109/0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-703(LC 10), 6=-708(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2037/1485, 5-6=-2049/1495 BOT CHORD 2-10=-1065/1737, 8-10=-897/1364, 6-8= 1072/1746 WEBS 3-5=-1466/1585, 5-8=-312/758, 3-10=-298/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; hl Sit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 4-10-6, Exterior(2) 4-10-6 to 15-9-10, Intenor(1) 15-9-10 to 16-6-6, Exterior(2) 16-6-6 to 22-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 5) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7031b uplift at joint 2 and 7081b uplift at joint 6. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 10-11=-20, 10-21=-60, 8-21=-75, 8-24= 35, 14-24= 20 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart Ill 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 ,&WARNING- Vedlydeslgnpammetemand READ NOTES ON WISANDMCLUDEDMITEKREFERANCEPAGEMIP74Mna, 1614,2015BEFORE USE Design valid for use only with Milelsb connectors, this design is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall burdingdesign. Bracing Indicated is to prevent bucttling of individual truss web and/or chard members only. Additional temporary and permanent bracing Wek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fcbrical storage, delivery, erection and bracing of Busses and hugs systems seeANSVIPII Quality Creedal DSB-69 and SCSI Budding Component Safety Brfoenatbrsavaiiable from Trust Plate Institute, 219 N. Lea Sheet Sulfa 312, Alexandrto. VA 22314. 69N Parke East BNd. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 40/56/8 INDIAN RIVER T17876405 2046340 D01B Common 3 1 Jab Reference (optional) Builders FirstBource (Plam City, FL), Plant City, FL - 33567, 8.240 s JW 14 2019 MITek Industries, Inc. Thu Aug 1513:17:12 2U19 6.00 r12 1.5xB STP = 34 4 3.4 C 4 3x4 i 3x4 1 3 5 9 e 9 2x4 B 7 3.4 = 2x4 \\ Scale = 1:37.7 446 = 6 �d LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.33 7-9 >745 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.54 7-9 >448 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.43 Horz(CT) 0.04 6 n/a rda BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 88 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except- TOP CHORD Structural wood sheathing directly applied or3-8-11 oc puffins. 4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 6=750/0-3-8, 2=827/0-8-0 Max Horz 2=206(LC 10) Max Uplift 6=-432(LC 11). 2=-511(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1301/892, 3-4=-252/132, 4-5=-253/134, 5-6=-1279/893 BOT CHORD 2-9=-630/1094, 7-9=-653/917, 6-7=-632/1074 WEBS 3-9=0/438,3-5=-1059/1318, 5-7=0/405 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=15tt; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 4-10-6, Exterior(2) 4-10-6 to 20-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 5) Bearings are assumed to be: , Joint 6SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 6 and 511 lb uplift at joint 2. Joaquin Velez PE No.68182 MTek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 AWARNWG-Vedrydeslgnacr eMrsaadREAD NOTESONTNISANDWCLUDEUMNEKREFERANCEPAGEM674mmi,14Aa2015SEFOREUSE Design valid for use only with Mnek® connectorslhls tleslgn Is based only upon parameters shown. and Is for on Individual bulling component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual hussweb and/or chord members only. Additional temporary and permanent bracing l�q Is alwoys reaulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lY GIC fabrication, storage, delivery, erection and bracing of hums and Truss systems. WeANS171P11 Que, CMe to. D3049 and SCSI Building Component 6904 Parka East Blvd. Safety Infoaeationavoiloble from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandra, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oly Ply LOT 40/56/81NDIAN RIVERE T17876406 2046340 D03 Hip 1 1 Jab R Terence( pt' aD Builders FiMsDurce (Plam City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 1513:17:132019 rage 1 ID:JR51SNiTSiaXAOM8FKU9owzAh,7-xssT7m mYt nBVrC471NX32x65gaSwmUV7DO0EOynbFK -1-0-0 B-3-5 9-0.0 11-B-0 14-4 20-8-0 22 1-4-0 fi-3-5 2.8-12 2-&0 2-8-12 6-3-5 1-0-0 Scale =1:38.3 4.6 = 4x6 = 3x6 = 3x4 = Sx6 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. (lb/size) 2=837/0-8-0, 7=83710-8-0 Max Harz 2=159(LC 10) Max Uplift 2=-520(LC 10), 7=-520(LC 11) CSI. DEFL. in (loc) 1defl L/d PLATES GRIP TC 0.72 Vert(LL) 0.2010-13 >999 240 MT20 244/190 BC 0.70 Vert(CT)-0.3410-13 >721 160 WB 0.16 HOrz(CT) 0.03 7 n/a rVa Matrix-MSH Weight: 94lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1235/1162, 3-4=-1024/1017, 4-5=-871/930, 5-6--1035/1030, 6-7=-1237/1162 BOT CHORD 2-10=-742/1069, 9-10=-388/871, 7-9=-742/1071 WEBS 4-10=-354/346, 5-9=-362/345, 3-10=335/530, 6-9=329/528 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) -14-0 to 4-1-10, Extedor(2) 4-1-10 to 166-6. Comer(3) 16-6-6 to 22-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Bearings are assumed to be: Joint 2 SYP Not crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5201b uplift at joint 2 and 520 lb uplift at joint 7. ]g Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Job Truss Truss Type Oty Ply LOT 40/56/8 INDIAN RIVER T77876407 2046340 D04 Hip Girder 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industnes, Inc. Thu Aug 15 13:17:14 2019 a 4x6 = 3x4 = 4 BrAE 4x6 = 6x8 = 5x6 = 4x6 = Scale=1:38.0 LOADING (psi) SPACING- 2-0-0 CS'_ DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.84 Vert(LL) 0.22 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.27 8-9 >905 180 , BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(CT) 0.08 6 We n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MSH Weight: 92 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc puffins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or3-10-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1578/0-8-0, 6=1570/0-8-0 Max Hom 2=128(LC 8) Max Uplift 2=-1245(LC 8), 6=-1239(LC 9) Max Grav 2=1797(LC 15), 6=1784(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-0473/2229, 3-4=-3095/2116, 4-5=-3116/2126, 5-6=-3442/2216 BOT CHORD 2-9=-1932/3147, 8-9=-2086/3352, 6-8=-1792/3034 WEBS 3-9=-671/1317, 4-9=-088/438, 4-8=-358(424, 5-8=-668/1307 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.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) -' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1245 lb uplift at joint 2 and 1239 lb uplift at joint 6. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 837lb down and 460 lb up at 13-8-0, and 837 lb down and 4601b up at 7-0-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (8). 4 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5=-112(F=-58), 5-7=-54, 9-10=-20, 8-91 8-13=-20 Concentrated Loads (lb) Vert: 8=-475(F) 91 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 15,2019 O WARNING- Verffydeslgn xv...fe. and READ NOTES ON WISAND INCLUDED MREKREFERANCEPAGEM1474nnsv. 1DAa201511EFOREUSE. Design volid for use only with MrekO connectors. MIs design Is based only upon parameters shown, and b for an Ind],Mual building component, not a fruss system. Before use. the building designer must verlry ire applicability of design parameters and properly Incorporate this design into Me overall building tlesign. &acing indicated is to buckling of lndvidual trussweb and/or chord members only. Addiflonol temporary antl permanent bracing MiTek' prevent Is always required for stability and to prevent collapse WM possible personal injury and. property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeANSVIPII Quill Cmedo. DSI and SCSI Building Component 69M Parke East BNd. Safety Infonnalbrpvalloble from Truss Plate Insatute. 218 N. We Sheaf, Suite 312, Alexondtlo. VA 22314. Tampa, FL 33610 Job - TnuS - Truss Type Oily Ply LOT 40/56/8 INDIAN RIVER T77876408 2046340 E3 JACK -OPEN 3 7 Job Reference (optional) Builders Frssource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:15 2019 Page 1 I D:JR51SNiTSiaXAOM8FKU9owzAhiT-tE_EOS?03fl sk9LT6AP?BTOYOUNJOiRoTXvXlvynbFI Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ved(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ialsize) 3=61/Mechanical,2=197/0-3-8,4=31/Mechanical Max Harz 2=145(LC 10) Max Uplift 3=-83(LC 10), 2=-139(LC 10), 4=-37(LC 7) Max Gray 3=61(LC 1), 2=197(LC 1), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) zone; parch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 831b uplift at joint 3, 1391b uplift at joint 2 and 37 Ib uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ced B634 6904 Parke East Blvd. Tampa FL 33610 Data: August 15,2019 Q WARNING - Verity deWan parameters and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE M&74M rev. 1DAY2a15 BEFORE USE Design valid for use only with MRek® connectors. rhis design is based only upon parameters shown, and 6 for an individual building component, not a truss system. Before use, me building designer must verify me oppllco ily of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckiing of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIgPR Quality CModa, DSB-89 and SCSI Building Component 6904 Palle Eazt BNd. Safety Informallmsovallabie from Truss Fate Insfitute. 218 N. Lee Street Butte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type - Oty Ply LOT 40/56/81NDIAN RIVER T77876409 2046340 E7 JACK -OPEN 29 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MTek Industries, Inc. Thu Aug 15 13:17:16 2019 Page 1 ID:UFLSKgoi2lTgRmwAjI50PzBAGN-LRYceo0egy9iMlwfguxEhgZc3ubg79gxhBe5rLynbFH 3-2-0 7-0-0 3-2-0 3-10-0 Scale=1:22.6 Plate Offsets(XY)-- f2:0-2-100-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ved(LL) 0.20 4-7 >411 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a rda BCDL 10.0 Code FBC2017/17PI2014 Matrix -MP Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=166/Mechanical, 2=336/0-8-0, 4=83/Mechanical Max Hom 2=287(LC 10) Max Uplift 3=-228(LC 10). 2=-197(LC 10), 4=-9(LC 10) Max Grav 3=166(LC 1), 2=336(LC 1), 4=124(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" 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., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber OOL=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 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2281b uplift at joint 3, 1971b uplift at joint 2 and 9 lb uplift at joint 4. Joaquin Velez PE No.60182 MTek USA, Inc. FL Ced 6634 6904 Parka East Blvd. Tampa FL 33810 Date: August 15,2019 Job Truss s Tpe aty Ply LOT 40/56/8 INDIAN RIVER T17876410 2046340 EX rJACK-OYPEN 4 1 Job Reference (optional) Builders Rrssource (Plam City, FL), Plant City, FL- 33567, B.240 5 Jul 14 2019 MTek Industries, Inc. Thu Aug 15 13:17:18 2019 Page 1 ID:UFLSKgoi2TgRmwAiJSOPzBAGN-Hp1M3U1vMaPObc42oJzim5evlhHHb3AE9V7BvEynbFF Scale =1:22.6 Plate Offsets (X Y)-- f2:0-2-12 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.18 4-6 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Ven(CT) 0.16 4-6 >519 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 30lb FT=20% LUMBER - TOP CHORD 2x4 Ste No.2 BOT CHORD 2z6 SP No.2 REACTIONS. (lb/size) 3=142IMechanical, 2=336/0-3-0, 4=107/Mechanical Max Horz 2=287(LC 10) Max Uplift 3= 201 10), 2=-204(LC 7), 4=-115(LC 7) Max Gray 3=142(LC 1). 2=336(LC 1), 4=141(LC 3) FORCES. (lb) -Max Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; porch left elrposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 Ib uplift at joint 3, 204 Ib uplift at joint 2 and 115 Ib uplift at joint 4. Joaquin Velez PE N0.6BI82 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 O WARNING-Verlfydeslgnparametenend REAONOMS ON MMANOINCLUOEOMREKREFERANCEPAGEMLL74m.. fa=hnIs BEPORE USE. Design volid for use only with MTek® connectors. lnls design Is based only upon parameters shown, and Is for an indlvlduol building component not a truss system. Before use, the building designer must verify the oppilcoblity, of design parameters and property Incorporate this design Into the overoll building design. arocing Indicated is to prevent bucNing of intlMdaei truss web and/or chord members only. Additional temporary and permanent bracing is always requited for stablllly end to prevent collapse witn possible personal tnlury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and btoUng of trusses and truss systems seeANSVIPI l Qua[ My Criteria, DS049 and SCSI Building Component Safety Informotbno,nrl obie from truss Plate Institute. 218 N. Lee Steel. Suite 312. Alexandria. VA 22314, MiTeW 6904 Palle East Blvd. Tampa, FL W610 Job Toss Truss Type Oty Ply 2046340 F01 Common 21 =ERET17876411 Builders RrstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries. Inc. Thu Ana 15 13:17:18 2019 Scale - 1:23.1 4x6 b Ia �•� — 3x8 II �•� „ 041-8 1-0-0 1-0-0 6ep a-0-0 89-12i 10U0 r 180 380 30-0 pTI 2 16e � 0.1A2 Plate Offsets(XY)-- [2:Edge0-0-41 [3:0-0-140-1-121 [4:0-3-20-2-01 [5:0-0-140-1-121 [6:Edge0-0-01 [8:0-0-00-1-121 [8:0-0-41-1-01 [10:0-Od1-1-07 [10:0-0-00-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.68 Ved(LL) 0.07 9 >999 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0.59 Verti 0.06 9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 8 n1a n1a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight 41 lb Ff=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) '8=44210-3-8, 10=44210.4-0 Max Horz 1 D=-97(LC 15) Max Uplift 8=-307(LC 11), 10=-307(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-182/436, 4-5=-181/441 WEBS 5-8=-2771789, 3-10=-277l732 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) zone; cantilever right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 Ib uplift at joint 8 and 307 Ib uplift at joint 10. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August15,2019 O WARNING-Vedrydest9np.fersendl?ADNOTES ONMISANONCLUDWMREKBEFEBANCEPAGEMO7473ree 11=?D]SBEFOREUSE volld for use only with MlrekO connectors. This design is based only upon parameters shown, and is for an Individual building component not Nit a truss system. Before use, the building designer must verify Me oppllcablllN of tleslgn parameters and properly Incorporate this design Into the overall building desgn. Bracing Indicated is to prevent buckling of indMtlual muss web antl/or chord members only. Additional temporary antl permanent loading M[Tek- Is always required for stabllly, and to prevent collapse wth possible personal injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSVIPII Quality Criteria. D5949 and SCSI Mading Component Safety Infomrotionovailable mom Truss Plate Institute. 218 N. Lee Street, Suite 312 Alexandria. VA 22314. 6904 Parke East Bind. Tampa, FL 33610 4 4Y Job Truss Type Cry Ply LOT 40/56/8INDIAN RIVER T1787fi412 2046340 F02 �H'iu`Glrder 1 i Job Reference (actions]) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. it b 4z6 = 17 8.240 a Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:19 2019 ID:JR51SNiTSiaXAOMBFKU9owzAhiT-IODkGg2X7tXHDmfELOUxIJBDK5g_KW ROOgtll Us = 343 II 3-OA 7.0-0 8-4-2 &11-8 10-0.0 3-0-0 4-0-0 I 1-4-2 1 0-7-fi 1 1,13 Scale=1:23.5 Plate Offsets (XY)-- 12:0-2-10,0-1-81 12:0-0-81-0-51 15:0-2-100-1-81, [5:0-0-81-0-5] LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.41 Vert(LL) 0.08 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 441b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 24 SP No.2, Right: 2x6 SP No.2 REACTIONS. (lb/size) 2=462/0-3-8, 5=5B4/0-3-8 Max Hoe 2=67(LC 8) Max Uplift 2=-398(LC 5). 5=-499(LC 4) Max Grav 2=466(LC 19), 5=584(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-529/525, 3-4=-475/502, 4-5=-556/570 BOT CHORD 2-8=-438/491, 7-8=-441/500, 5-7=-429/482 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or8-3-4 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; Cat. II; E>is C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 2 and 499 lb uplift at joint S. 8) Girder carries hip end with 3-M end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 Its down and 541b up at 7-0-0, and 98 lb down and 54 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3.4=-64(F=-10), 4-6=-54, 8-9=-20,7-8=-24(F=-4), 7-12=-20 Concentrated Loads (lb) Vert: 8= 56(F) 7=-56(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 O WABNWG-Vedfy Eeelgnperomefersend BEADNOIEs ON MIS AND WCLUDEDMmEKBEFEBANCEPAGEM6747arev. INAY1a15BEPOBE USE valid for use ody wlm MITeINeconnectod. This design Is based only upon parameters shown. and Is form individual bulldlnD component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Info me overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or hard members only. Additional temporary and permanent bracing Ls always required for stably and to prevent collapse with possible personal Injury and properly damage. For general guidance regording the fabrication, storage, delivery. erection and bracing of trusses and truss systems seeANSV051 duality Chub. DS11419 and first BuldMD Compom l Sol Infoanalbfgvalable hom Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. wit MiTek' Tam PaF a East Blvd. pa, L 33610 Job Truss Truss Type Oty Ply LOT 4015618 INDIAN RIVER T17876413 2046340 H3 Diagonal Hip Girder 1 1 Job Reference (optional) builders hQet9ource (Plant City,-PL), Plant Ulty, 1-1--33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:20 2019 Page 1 ID:JR51SNiTSiaXAOMBFKU9owzANT-ECn7TA39uBf8mEOvj?ArWjP VVSW3zgXcpcl 6ynbFD Scale-1:12.6 LOADING (psQ SPACING- 2-0-0 CST. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Verl 0.04 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00. Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 3=60/Mechanica1, 2=179/0-5-11, 4=24/Mechanical Max Hom 2=153(LC 6) Max UplifC3=-102(LC 6), 2=-317(LC 6), 4=-52(LC 6) Max Grant 3=60(LC 1), 2=179(LC 1), 4=59(LC 3) FORCES. (Ib) - Max. Comp✓Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opst h=15N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3, 317 lb uplift at joint 2 and 52lb uplift at joint 4. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=54 Trapezoidal Loads (pIQ Vert: 2=0(F=27, 8=27)-to-3=-57(F=-2, B=-2), 5=0(F=10, 8=10)-to-4=-21(F=-1, 3=-1) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cliff 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNING -Verify design psremefere end READ NOTES ON THS AND INCLUDED MmEK REFERANCE PAGE 1141I-74M rev. latsici BEFORE USE. Design void for use only with MTeM connectors. This design Is bored only upon parameters shown, and Is for an indlvidual building component, not a muss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall Wlding design. Bracing lndlcoted a to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of musses and truss system% I99ANSVIPII Quality Create, DSB49 and BCSI Building Component 69M Parke Ent Blvd. Safety Informalbmvallabie from Truss Plate Institute. 218 N. We Street. Suite 312, Alexandria VA 22314. Tampa, FL M610 Job Truss Truss Type Oly Ply =LERE T17876414 2046340 H3C Diagonal Hip Girder 1 1 Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Induetdes, Inc. Thu Aug 1513:11:Z1 Zulu eager ID:JR51SNiTSiaXAOM8FKU9ow:ANT-iOLVhV4nfVn7S4pdTRW POkGYwKAoOwgrTMSWYynbFC -1-10-10 4.2-3 1-10.10 42-3 Scale = 1:12.6 1.5x8 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.47 Ve t(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOR(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MP Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (IWsize) 3=18/Mechanical, 4=-57/Mechanical, 5=302/0-6-7 Max Hom 5=153(LC 6) Max Uplift 3=-39(LC 8), 4=-57(LC 1), 5=-535(LC 6) Max Gray 3=18(LC 1), 4=117(LC 12). 5=302(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3, 57 Ile uplift at joint 4 and 535 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 • Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-57(F= 2, B— 2), 6=0(F=10, B=10)-to4=-21(F=-1, B=-1) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 Q WARNING-Vedly Cesryn Panvu,ersand READNOTESON TNAMDMCLUDEDWr REFERANCEPAGENLL74Mmre 1N1MV1015BEFOREUSE Design valid for use only with MgeiG) connectors. This design Is based only upon parameters shown and Is for an Individual building component not ��• a Muss system. Before use, the building designer must verity the applicability of design parameters end properly Incorporate this design Into the overall buildingdesigo. Bracing Indicated Is to prevent bucMhngofNtlNltluaitruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobdcoHon, storage, delivery, erection and bracing of trusses and Muss systems seeANSVWII Quality Cdledo, DSl-09 and SCSI Building Component 69N Parka East Blvd. Tampa, FL 33610 Solely Mformatbmvolable from Truss Plate Institute, 218 N. Lee Sheet Suite 312 Alexandria, VA 22314. Job Truss Truss Type Oty Ply LOT 40/56/8 INDIAN RIVER E T17876415 2046340 H7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 a Jul 142019 MiTek Industries, Inc. Thu Aug 1513:17;212019 3x4 = Scale = 1:22.2 Plate Offsets (X Y)- (2:0-2-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.06 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 5 n1a n/a BCDL 10.0 Code FBC2017?P12014 Matdx-MSH Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-165/Mechanical, 2=41010-8-0, 5=422/Mechanical Max Horz 2=374(LC 4) Max Uplift 4=240(LC 4). 2— 307(LC 4), 5=281(1-C 8) Max Gray 4=219(LC 18). 2=410(LC 1), 5=422(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-638/242 BOT CHORD 2-7=-495/576, 6-7=495/576 WEBS 3-7=0/306,3-6=-707/608 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M cc pudins. BOT CHORD Rigid ceiling directly applied or 8-1-7 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=O.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcu front 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) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 Ib uplift at joint 4, 307 It, uplift at joint 2 and 281 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to4=-133(F= 39, B— 39), 8=0(F=10, B=10)-to-5= 49(F=-15, B=-15) Joaquin Velez PE No.66182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August15,2019 Q WANNWO-WrIlYdesrgrpv 0itseedBEADN011ES ON Mrs AND INCLUUEDMIIEKNEFENANCEPAGEM97441.1.. 1a1l04p15BEF0BE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for on Indvidual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPl1 duality Cmedo. DSO-89 and SCSI building Component Safety mformalbrsavaiioble from Truss Plate Institute. 218 N. Lee sheet. Suite 312. Alexanddo, VA 22314. MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply=Referenm VERE T17876416 2046340 H7L Diagonal Hip Girder 2 Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:22 2019 Page 1 ID:UFLsKgoi2lTgRmwAjjSOPzBAGN-Abvtur5POovs4DOp181 ewxpgnlizXobg475P2?ynbFB Scale = 1:22.1 5.2-5 5-2-5 30 = 9.9-5 9-10.13 4.7-1 0.117 LOADING (psg SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.08 6-7 .999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) -0.01 5 r/a r/a BCDL 10.0 Code FBC2017fFP12014 Mafix-MSH Weight: 43111, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 214 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=227/Mechanical, 2=412/0-3-0, 5=363/Mechanical Max Horz 2=376(LC 4) Max Uplift 4=-021(LC 4), 2=475(LC 4), 5=-358(LC 4) Max Gran, 4=280(LC 18), 2=412(LC 1), 5=363(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 750/575 BOT CHORD 2-7=-836/695, 6-7=-836/695 WEBS 3-7=-110/271, 3-6=-754/907 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Ops1; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 Ib uplift at joint 4, 475111 uplift at joint 2 and 3581to uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • Uniform Loads (pig Vert: 1-2=54 Trapezoidal Loads (pig Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=10)-t0-5=-49(F— 15, B=-15) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 15,2019 QWARNING-yeMrytles19.p .fsns.d READN07ES ON 7NISANDINCLUDWMmEKREFERANCEPAGENLL747drev. 10,1132015BEFORE USE Design valid for use ontl Mrek® connectors. ihls design Is based only upon parameters shown. and Is for an IndMtlual building component, not a hiss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into line overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Atldllional temporary and permanent bracing MOW Is always required for stabillN and to prevent collapse with pomble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and brocing of trusses and hum systems seeANSUIPII Quallly CMerlo. DSB4 9 and SCSI Building Component Safety mformotbrgvalloble from Truss Plate Institute. 218 N. 69" Parke East BNd. Tampa, FL 33610 We sheet. Sulfa 312. Alaxondrla, VA 22314. Job Thus Truss Type Ory Ply LOT 40/56/8 INDIAN RIVERE T17876417 204fi340 L03 HIP TRUSS 1 1 Job Reference (optional) Builders Firssource (Plant City, FL), Plant City, FL-33567, 8.240 s Jet 14 2019 MiTek Industries, Inc. Thu Aug 15 13:17:23 2019 ID:JR51SNiTSiaXAOM8FKU9owzAhiT-enTF6B51 B611iNz?wZtT9LnBiXWGG5zJrrlry: Scale = 1:36.9 4x6 = 18 AXIS = 46 = 3x4 = Axe = 3.4 = 46 = 9-UO 2-0.0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.46 11-14 >522 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.38 11-14 >627 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.28 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 95 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-4-0, 7=812/0-4-0 Max Hom 2=159(LC 10) Max Uplift 2=-591(LC 7), 7=-591(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1273/2336, 3-4=-980/1947, 4-5=-826/1827, 5-6=-980/1947, 6-7=-1273/2336 BOT CHORD 2-11= 1962/1124, 9-11=-1390/826, 7-9=-1962/1124 WEBS 3-11=-362/655,4-11=-682/285, 5-9=-682/285, 6-9=-362/655 Stmcturel wood sheathing directly applied or 2-2-0 oc pudins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chard live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 2 and 591 Ib uplift at joint 7. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33618 Date: August 15,2019 ,&WARNING - Verftytleeign Panmefenend READNOTES ON THIS AND INCLUDED MREKREFERANCEPAGExaX7=nv. 16032015BEFORE USE Design valid for use only with MOekaa connectors. This design Is posed only upon parameters shown. and Is for on Marveled building component, not a truss system. Before use, the building designer must verfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucNing of indNlduol truss web and/or chord members only. Additional temporary and permanent bracing Is always spurred for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery. erection and bracing of Messes and Muss Wstems seeANSVTPl1 Quoddy Cdfeda, DSB-89 and SCSI Building Component Safety Informationavaeable from Truss Plate Institute. 218 N. Lee Shoat. Suite 312. Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 40/5618 INDIAN RIVER T17876418 2046340 L04 Hip Thus 1 1 Job Reference (options[) Builders FirstSource (Plant City, FL), Plant City, FL-33567. 8.240 s Jul 142019 MiTek Industries, Inc. Thu Aug 1513:17:242019 Page 1 ID:JR5ISNITSiaXAOM8FKU90wzANT-6z1 dJX6gy0AaJXXC8Z467MuzG6GP71y7XOaW7tynbF9 -1-4-0 3-2-12 7-0-0 1P0.0 13-PO 16-14 20.0.0 21-4-0 1.4-0 3-2-12 &9-4 3.0-0 &0-0 3-9.4 3-242 1.4-0 a Us = 6xB = 4x6 = 3x8 = 4x6 = 3M = 4.6 = Scale = 1:36.9 �d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.93 WB 0.17 Matdx-MSH DEFL. in Vert(LL) 0.22 Vert(CT) -0.21 Hom(CT) -0.09 (too) Well Ud 9-17 >999 240 9-17 >999 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 98 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc pudins. 4-5:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1581/04-0,7=1581/0-4-0 Max Hom 2=128(LC 9) Max Uplift 2— 1348(LC 5), 7=-1348(LC 4) Max Gmv 2=1718(LC 18), 7=1718(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3328/2651, 34=-3244/2613, 4-5=-2880/2397, 5.6=-0243/2612, 6-7=-3329/2651 BOT CHORD 2-11=-2365/3085, 9-11=-2231/2962, 7-9=-2295/2991 WEBS 4-11=-91/456, 5-9=-109/456 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.Opst h=15ff; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 croshing capacity of 665 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1348 to uplift at joint 2 and 1348 lb uplift at joint 7. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7091b down and 515lb up at 13-0-0, and 7091b down and 515lb up at 7-0-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-5— 117(F= 63), 5-8=-54, 12-15=43(F=-23) Concentrated Loads (lb) Vert: 4=-347(F) 5=-347(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: August 15,2019 Symbols PLATE LOCATION AND ORIENTATION 14- 13 /4 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. For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots In connector plates. 'Plate location details available in MiTek20/20 software or upon request. PLATE SIZE The first dimension is The plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel To slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by text In the bracing section of The output. Use T or I bracing if Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System I 6-4-8 I dimensions shown t ftscale) sixteenths II'-7I (Drawings not to scale) 0 Of O am a O JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352, ESR1988 ER-3907, ESR-2362. ESR-1397, ESR-3282 Q rX O 2 U a O 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 MTek® All Rights Reserved =1111111110 W1 e MiTek0 MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing. Is always required. See BCSI. 2. Truss bracing must be designed by an engineer.. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/1PI 1, 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or putlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criterla.