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HomeMy WebLinkAboutTRUSSLumber design :value. are in accordance with ANSI/TP.I -1 section 6.3 These truss designs -rely on lurriber values established. by others. MiTek RE:: 2819524 - 2117 CR'10X20 LANAI.NO HS: _:MiTek USA, Inc. .... . i.. ... 6904.Parke East Blvd.' - Site Information: ,Customer Info: Adams Homes Port St Lucie Project Name: 2117 CR Model: 211�i�'iF2.3A1� t3LK Lot/Block: 21 Subdivision: WATERSTON& 831&Amalfi Cir Address: 8316 Amalfi Cir,..- ity: Fort Pierce . ':State: Name. Address and License.# of Structural.Engineer of Record, If there is one,. for the''building.. Name: License #:: Address::: City: State: • General Truss Engineering Criteria & Design Loads (Individual_Truss Design Drawings Show,Special: Loading :Conditions): Design Code; FBC2020/T012014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE.7-16 ;Wind Speed: 160 mph Roof Load: 37.0 psf : Floor Load:: N/A psf This package includes 37 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby cedify.th6t' fam: the Truss Design Enginee.r.andithis index sheet conforms to 61G15-31,003, section 5 of the.Florida Board of Professional Engineers'Rule's. : . No. Seal# Truss ame Truss ame Date _: No. Seal#: Date 1 T250801'26 A01 8/19/21 . 23 T25080148 .004 8/19/21. 2 T25080127 A02.. _ 8/19/21 24.:: - T25080149 C05 8/19/21. - ..: ; 3 T25080128 A03: 8/19/21 25 = T25080150 C06 8/19/21 4 : 725080129 A04.: 8/19/21 26 : T25080151 CJ is 8/19/21 ..5 T250801.30 A05' 8/19/21 27 T25080.152 CJTP 8/1:9/21: .. 6 T25080131 A06 '.8/19/21 28 T25080153 ,CJ3 8/19/21: 7 T25080132 A07 :8/19/21. 29 T25080154:GJ3P : 8/19/21, 8:: - ; : T2.5080133 A08: 8/19/21 30 : _ T25080155 CJ5 : - 8/1.9/21 9 T25080134 A09 ... 8/19/21 81. T25080156 CJ51?. 8/19/21 10 - ' T25080135 A10:1 . 8/19/21 32 T25080157 EH . 8/19/21 11 T250801:36 ' Al.1 . 8119/21 : 33 T25080.158:. EJ7P 8/19/21: '12 T25080137 Al2 :8/19/21 34 T25080159 HR 8/1.9/21 13 725080138 A13... ... 8/19/21 35 .... T25080160 HJ7P 8/19/21 = ' 14 T25080139 A14: 8/19/21 36: T25080161 P03: 8/19/21 15 725080140 A15 :. :. 8/19/21 37 _ _ T25080162 PO4. 8/19/21 .16 T2508014.1.. A16 8/19/21, :17 T250801:42 B0:1 .8/19/21:: 18 T25080143 B02 8/19/21 19:..:.T25080144 B03 ... 8/19/21 20 T25080145 C01 8/19/21 21 T25080146 CO2...8/19/21 :... 22 T25080147 03 8/19/21 '�►I111 1/j pared by ���� Q,QU VFW ��i The truss drawing(s) referenced above have been pre� MiTek USA,. Inc.. under my direct.supervision based:on the. parameters ���` �� �E •S ••��'��i provided by Builders FirstSource (Plant City, FL). : ' �' F•�'•; '• ... ...... .. o:. ..18 Truss Design Engineer's Name: Velez; Joaquin My license renewal date for the state of Florida is February 28, 2023: — * — IMPORTANT NOTE: The seal on. these truss component designs isa' certification ATE that the engineer named is licensed in the jurisdidtidn s .Identified. and that the O ' •• ' 1= designs comply with ANSI/TPI 1. These designs are based upon: parameters ���� '�;. O R'1 �. Q), shown (e.g.., loads, supports',, dimensions, shapes and:design codes), which were'.: ..: i� s� •'• �� given to MiTek:or:TRENCO. Any projectspecific information included is: for MiTek's or : �� N A�- �.� . TRENCO's customers file reference purpose only, and was not taken -into account in the ��► 111111��� preparation of:these designs. MiTek or TRENCO has not independently verified the Joaq n Velez --No.68182• applicability of the design parameters or the designs for any particular building. Before use; : MtTek SA; Inc F4Cert 6634 the buildingdesigner should.verify applicability of design parameters and properly . - 6904 P, e t Blvd..Tampa FL 33610 incorporate these. designs into the overall building design per ANSI/TPI.1,.chapter 2. Date: August 19,202 Velez, Joaquin 1 of 1 Job Truss s Type Illy Ply 2117 CR 10X20 LANAI NO HS T25OB0126 2819524 A01"' :: FSPECIALTRUS9 6 1: . ... """ Job Reference (optional): - bunclers mrsiJource teiani coy, t-L), : rlani Lary, rL - Jowat, 0.40U s Jun a 4LG I IVII I eR II IUUSUIU5, n IU. I I IU t% Iv I U Uo-u— L 41 ,'!.Y� 1 - ID:xZpBkW mmOHCg6fGU W AKsgrzCf2U-I PrM70eMsEKRLmIAMzmAJogSEtctMr.YGowhmGfymLDl - r1-4-0' 7-8-10 13-5-13 1 0 20-0-0 23-4-0 :I 27-4-0 �28-8-8i 31-7-4 3146 40-0-0 -1-4-0 7-8-10 5-9-3 0-6- 6-0-0 3-4-0: 4-0-0 1-4-8 2-10-12 0- -1 8-4-11 11-0-01 6x8 Scale=1:77.6 .: 6.00 12 .. ..:. 5 24 25 .... 2x4 11 4 '5x6 . ..• �„ ... .... .. 6 .5X6 i . .. :3x4 .... 7 3 ST1:5x8 STP= 16 23 0 2 .. 17 .. .... 1 2x4 I 1 B 9 Iv m ._ .. 4x413 " zz 12 .. . ... ...... .. 11 10 14 3.00 12 2x4 I ST1.6x8 STP = 5x8 2x 2.X� _ 11 :.:. 10x14 — _ 4x6 — :. .. .. 24-4-0. .. .. - 14-0-0 '. 23-4-0 23 7 12 27+4-0 31-7-4 . 31'. 7-5 40-0-0 7-8-10 6-3-6 9-4-0 0- - 2 3-0-0 4-3-4 0- -1 8-4-11 . 0-8-4 Plate Offsets (X Y)'-- [2:0-3-11 0-1-21;[3`.0-3-0 0-3=0] [5:0 5 0 0 1 12]'[6:0-3-0'0 3-0] [8:0-3-12 0=1-1] [11:0-5 12 0 0-0] [16:0-4-0;0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20:0 Plate Grip-DOL:' 1.25 TC.: :1:00 Vert(LL). . 0.53 . 16 >914 240 : MT20 244/190: TCDL 7.0 Lumber DOL . 1.25 BC 0.88 Vert(CT) -0.77 15-16 >623 .180 BCLL . 0.0 *:... Rep Stress Incr YES WB 0.65 Horz(CT) 0.39:. 8 n/a n/a " BCDL 10.0 Code FBC2020/TPI2014' "' Matrix-MSH Weight: 249 lb FT = 20 % . LUMBER- BRACING - TOP CHORD 2x4 SP No.i *Except*. TOP CHORD .. 'Structural wood sheathing directly applied. 6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.4-11-2 oc bracing.. Except: BOT CHORD 2x6 SP No.2 *Except* 1-8-0 oc bracing: 13-15 11-14:2x4SPNo.2;: WEBS 1Row.atmidpt. 5-16 WEBS 2x4 SP No.3'Except` .... ... 5-16: 2x4 SP No.2 ... ... ...... .. REACTIONS. - (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-394(LC 8) Max U0lift,2=-801'(LC 10), 8=-801(LC 10):. Max Gray"2=1555(LC 1), 8=1556(LC;1) ' FORCES. (lb) - Max. Comp./Max. Ten. , All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5102/2628, 3-4==4285/2234; 4-5=-4282/2434,:5-6=-2296/,1436, 6-7= 2321/1430, 7-8=-2828/1540, BOT CHORD 2-17==2202/4746, 16-17=-2208/4751; 15-16==665/1901, 13-15=-919/2111, 11-13=-924/2105, 10-11— 1149/245018-10=-1149/2450,,. WEBS 3-16=-825/534, 4-16=-387%897,.5=16=-1438/2980, 5-15=-256/555, 6-11=-281/89, 6-15=-212/276, 7-11==602/329, 7-10=0/356 NOTES- 1) Unbalanced roof live. loads have been considered for this design. 2) Wind; ASCE 7-16; VUlt=160mph'(3-second gust).Vasd=124mph; TCDL=4,2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.; - II; Exp C;:Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-0.to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R): 17-0-0:to 23=0-0, Interior(1) 23-0-0 to:38-4-0, Exterior(2E) 38-4-0 to 41=4-0 zone; cantilever left and right exposed ;C-C for members -and. forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 ""' .. ..... 3) Building Designer / Project engineer responsible for. verifying applied roof live load, shown covers rain loading requirements specific to, the use of this trust component. 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 Iive.load of'20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide - will fitbetween the.bottom chord and any other.rnembers. 8) Bearing at joint(s) 2 considers.parallel to grain value using AN8l/TPI 1 angle to grain:formula.:Building designer should verify ms capacity of bearing surface. 7) Provide. mechanical connection (by others) of truss to bearing plate, capable of, withstanding`801 lb, uplift, at joint2 and 801 lb uplift at.... " joint 8. .. Joaquin Velez PE.No.68982 ... MiTek USA,.Inc. FL Cert 6634 69 East Blvd. Ta 0 04 Parke E mpa- . .: Date: ... ... .. August ' 9; ' WARNING - Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. : Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, tiot�• a truss system. Before use, the building designer must verifythe 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.. ... MiTek:..: ' ... is always required for stability and to prevent collapse,with possible personal iniuryand property damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSLITPII Quality Criteria, DSB-89 and BCS/ Building Component - 6904 Parke East Blvd: Safety Information available from Truss. Plat e:lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . ; ..' : :: Tampa, FL 36610 Job Truss ply Ply 2117 CR 1 OX20 LANAI NO HS T25080127 2819524 A02 �TrussType Special -Truss Job Reference (optional) t3uuoers t-Irstbource trlam L:Ity, t-Lj, mam t ny, r•u - saoo/, o.vaV s dun G LVL I O n iuuouiva, ��y , oy� , ID:xZpBkwmmOHCg6fGUWAf<sgrzCf2U-EozZYhfcOra9b3vYUNpeODwpyhGoghOZGEAtKXymLDG 1-4-0 7-8-10 13-5-13 1 -0 0 20-0-0 23-4=0 28-10-5 35-8-0 1.4-0 7-8-10 5-9-3 0-6- 6.0-0 3.4-0 . 5.6-5. 6-9-11 " S 1 67 4 6x8 tale = . . 1 6.00. 12 17' ' 2x4 11 4... 5x8 6 5x6 3 ST1.5x8 STP = 11 16 7x8 = 12 . 1 2 2x4 II 10 o 9 .5x6 = 4x6 3.00 F12 4x8 G 7-8-10 14-0-0 23-4-0 31-3=0 35.8-0 7-8-16 6-3.6 9-4-0 : 7-11-0 4-5.0: ..Plate Offsets (X Y)=- [2.0-1-14 Edge] [3.0-3-0 0-3=0] [5.0-5-0 0-1-121 [6:0-4-0 0-3-0] ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : 'I/deft Ud PLATES.' GRIP TCLL .20.0 Plate Grip DOL .1.25 TC,. .0.92 Vert(LL) 0.51"11-12 >834 240 MT20 244/190: TCDL 7.0 Lumber DOL . 1.25 BC" 0.98 Vert(CT) -0.92 10-11 >461 180 BCLL . 0.0 Rep Stress Inor YES WB 0.95 Horz(CT)' 0.35.. 8 n/a n/a BCDL- 10.0 . Code FBC2020/TPI2014 "' Matrix-MSH Weight: 187lb FT=20%' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` " TOP CHORD 'Structural wood sheathing directly applied, except end verticals. 5-6,1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.: ' BOT CHORD 2x4 SP No.2 *Except` WEBS 1 Row at.midpt. 5-11, 5710' .. 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=348(LC 9) Max Uplift 2=-721.(LC 10), 8=-628(LC 10) ' Max Grav 2=1388(LC 1), 8=1313(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4282/2375, 3-4=-3498/2020, 4-5= 3497/2218, 5-6=-1684/1120, 6-7=-1692/968, 7-8=-1282/776 BOT CHORD 2-12=-2164/4002, 11-12=-2174/4012', 10-11=-685/1468,. 9-10— 920/1607 WEBS 3-11=-772/502, 4-11=-392/391, 5-11=-1421/2613, 5-10=-134/267, 6-10— 376/356, 6-9= 321/325, 7-9=431/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mpn; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4.0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 32-6.4, Exterior(2E) 32-6-4 to 35-6.4 zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60. " 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 alive 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. B)Re fer to girder(s) for "truss to truss: connections. 7) Maring at joint(s) 2 considers parallel to grain value using ANSIIfPI 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 721 lb uplift at joint 2 and 628 lb uplift at Joaquin Velez PE. No.68182 joint 8: _ MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. .: August .19,2021 0 WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.-. "" Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not. : �- a truss system. Before use, the building designei must verify. the applicability of design parameters and. properly Incorporate this design into the overall building Bracing indicated is to Individual truss:web.and/orchord members only. Addltlqnal tempprary and permanent bracing "' A " design, prevent buckling of _ .. is always required for stability and to prevent collapse with possible personal injury:and property damage. For general guidance regarding the �V1iTek' . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke EaM Blvd. Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610' Job Truss Truss Type Oty Ply 2117 CR 10X20 LANAI NO HS T25080128 2819524 A03' :: Hip:Truss ;: ":..: :' 1 1 "' Job Reference (optional): Builders Firssource (Plant City, FL),:' Plant City, FL - 33567, r 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Aug 19 08:20:46 2021.Page 1 I D:xZpBkW.mmOHCg6f6U W AKsgriCf2U-j_W VI1 gF99iOCDU125KtxRSzi5ePZBFi UuvRt_ymLD F 1-4-0 7-8.10 12-9-13 i40-q 19-0-0 21-0-0 23-40 28-10-5 35.8-0 1-4-0 7-8-10 5-1-3 1-2-3 5-0-0 2r0.0 2-4,0 5-6-5 6.9-11 Scale =1:67.0 5x6 = 5x6 5 : .'.620 Tl 6.00 F12 5x6 19 21 4 5x8 7., .. '5x6 p C? . 0 m 3 22 0 3.00 FIT 4x8 0 7-2-11 7- - 0 14-0-0 19-0-0 21-0-0 23-4-0 �14-8 7-2-11 0- -. 5 6-3-6 5-0-0 2.0-0. 2-4-0 7-11.0 Plate Offsets (X Y)-=- [2:0-1-14 Edge]' [3:0-3-0 0-3-0] [5:0-3-0 0-2-0] [6:0-4-0,0-2-81, [7:0-4-0,0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/defl- Ud PLATES GRIP TCLL .20.0 Plate Grip 'DOL. 1.25 TC.. ',0.92:: Vert(LL). : '0.49:13-14 >870 240 MT20 244/190 TCDL 7.0 LumberDOL. 1.25 BC 0.89 Vert(CT)-. -0.11 13-14 >601 180 BCLL 0.0 ' Rep Stress Incr , YES WB 0.72 Horz(CT) 0.36 . 9 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 Matrix-MSH a Weight: 205lb FT=20'/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except*TOP CHORD :. 'Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or.4-2-5 oc bracing.. BOT CHORD 2x4 SP No.2 *Except* WEBS -1 Row at.midpt 4-12, 6-11, .. 2-13: 2x4 SP No:1 WEBS 2x4SPNo.3 - WEDGE Left: 2x4 SP No.3. REACTIONS. (size) :.2=0-8-0, 9=Mechanical Max Hors-2=330(LC 9) Max Uplift, 2=-721 (LC 10), 9=-628(LC 10) ' Max Grav 2=1388(LC 1), 9=1313(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All 'forces.250 (lb) or less except when shown. TOP CHORD 2-3= 4286/2343, 3-4— 3484/1995, 4-5=-1796/.1.192, 5-6=-1553/113.7; Q-7=-1670/1101, 7-8= 1684/941,8-9— 1288/763 BOTCHORD 2-14==2134/3999,'l3-14=-2146/4006, 12=13=-1633/3186, 1,1-12=-671/1483, . 10-11=-895/1594 WEBS .. 4-18=-916/1931, 3-14=0/251, 9-19=-794/495, 4-12==2186/1246, 5-12=-404/652, 6-12=-192/666,.7-11=-343/326, 7-10- 312/324, 8-10=-692/1441 ... NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7=16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=5ft; Cat. ll; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)=1-4-0.to 1-8-0, Interior(1) 1-6-0 to 14-9-1, Exterior(2R) 14-9-1 to 25-2-16, Interior(1) 25-2-15 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone;. cantilever: left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for: verifying applied roof live load shown covers rain loading requirements specific to the. use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other:live loads..' 6) .`.This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-.0-0 wide vill fit between the bottom chord and any other members. 7) Refer, to girder(s) for truss to truss connections.. , 8) Bearing atjoint(s);2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE. No.68182 capacity'of bearing surface. MiTek USA,1no. FL Cert 6634 9) Ffovide mechanical connection (by others) of truss to bearing plate capable of withstanding 721 lb uplift at joint 2 and 628 lb uplift at a r" 6904 Parke East Blvd. Tampa FL33610 joint 9. Date: -. .... August -19,2021 " Q WARNING -Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 ve6fy:the applicability of design parameters and properly Incorporate this design into the overall. building design. Bracing Indicated is to buckling Individual truss web and/or,chord members only. Additional temporary and permanent bracing, MITek' prevent of .. 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, see ANSUfP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss.Plate:Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .: .: Tampa, FL _36610' Job Truss Truss Type Ply Ply 2117 CR 10X20 LANAI NO HS T25080129 2819524 A04' :: Hip:Truss Job Reference (option 1 r5uiioprs r'Irsioource triartt L ny, rLt, : rlant uty, rL - oaooi, - o.9oy 5 Jun c cuc 1 Ivll 1 en IIIV buleJ, II IV.. I I IV ­9 I J V V.GV.Y! a- r nyc 1 ' ID:xZpBkW mmOHCg6fGU W AKsgrzCf2U-8B4tzNhtwTgtgN3xbor6Te?BZU?XlfEsjYf_PQymLD E .1 1 7-8-10 12-9-13 : : 14-0-Q 19.0.0 : - 21'-0-0 23-4-0 1 27=4-0 - 27& 32-4 47--0 00 200 240 •400 0-04 12 a� _ Scale —1657 - . . 4x6 — 5 6 6.00. 12 46 i 22 4 .. 23 3x4. 7: . 24 5x6 O 3x4 t7 3 16 m ST1.5x8 STP= N O .. - 6x6 v 21 15 17 2 3x4 � 14 '. dI. 1 `2 .2x4 11 3x4" -. 1 11 10 3.00 12 13 "3x6' 11 3x8 — 2xa II 10x14 _.. 2xd II " .. .. .. 24-4-0 ... - ,. 1 7-2-11 7-,6-10 14-0-0' 19-0-0 21-0-0 23-4-0 23i4 q-0 ' 27-4-0 32-4-0 7-2711 " 5- 5 6-3-6 . 5-0-0 2-0-0 2-4-0 6- 3-0-0 5-0-0 0-6-0 _ Plate Offsets (X Y)-- [2:0-0-10 Edge] [3:0-3-0 0-3-0] [6:0-3-8 0-2-4] [10:0-5-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) - 'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL :1.25 TC.: :0:73 :: Vert(LL). . 0.50.15-16 >770 240 MT20 .:244/190, TCDL 7.0 Lumber DOL . 1.25 BC . 0.77 Vert(CT) .-0.70.15-16 >554 .180 BCLL 0.0 ': Rep Stress Incr . YES WB 0.67. Horz(CT) 0.37:. 9 n/a n/a BCDL: 10.0 Code FBC2020/TP12014 Matrix-MSH . Weight: 196 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except` . :' TOP CHORD .. 'Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-3: 2x4 SP No.i except end verticals: BOT CHORD 2x4 SP No.2 'Except' " BOT. CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. 2-i6: 2x4 SP No.1, 10-16: 2x4 SP M 31 WEBS 1 Row at midpt 4-15 ' WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3.8 Max Horz 2=300(LC 9) Max Uplift 2=-652(LC 10), 9=-575(LC 10) . MaxGrav 2=1267(LC 1), 9=1197(LC-1) FORCES. (lb) -'Max: Comp./Max. Ten.:-- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3806/2120, 3-4=-2996/1770;-4-5=-1392/965, 5-6= 1180/929, 6-7=-1393/936:. '. 7-8=-1001/629, 8-9==1136/729' :... BOTCHORD 2-17=' 026/3594,-16-17=-2038/3602, 15-16=-1533/2808, 14-15=-540/1111, 12-14=-452/827,10-12=-459/805 WEBS 4-16=-911/1847' 5-15=-345/583, 6,-14=-95/284, 3-17=0/252, 3-16=-791/497,' 4-15=-2144/1256, 7-10==785/580; 8-10= 603/1038, 7-14=-178/598 ' ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0ps1f; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C;,Encl., GCpj=0.18; MWFRS directional and C-C Exterior 2E -1-4-0 to 1-8-0, Interior 1 1-8-0 to 14-9-1, Exterior 2R 14-9-1 to 25-2-15, Interior(1) 25-2-15 to 29-2-4, Exterior(2E) 29-2-4 to:32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for.reactions shown; Lumber DOL_1.60-plate grip DOL=1.60 . . -- 3) Buildingbesignbr/ Project engineer responsibie for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of20.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) Bearing at joint(s) 2 considers. parallel to grain value using ANSI/fPI 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 6521b uplift -at joint:2 and 575:lb uplift at.... . joint 9. Joaquin Velez PE. No.68182 MTek USA, Inc. FL 'Cert; 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 19;2021 ,A WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE..: : Design valid for use only with MITek® connectors. This design is based only upon parameters shown; and is for an Individual building component, not F 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 trussweb,and/or.chord members only. Additional temporary and permanent bracing A MiTek':..: is always required for stability and to prevent collapse.with possible personal injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ANSUfP/r Quality Criteria, DSB-89'and SCSI Building Component 6904 Parke East Blvd: ' Safety Information available from Truss: Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply Ply 2117 CR 10X20 LANAI NO HS T25080130 2819524 A05 :: Hip:Truss :: ... .: Job Reference (optional) Builders virstbource (Plant city, f-L), - F lant L:Ity, t-L - 33b67, -. - m4oy s Jun Z ZUZI MI I ex Inausrnes, Inc_ I nu Aug I o Ub:4U:4o zuz I. rage I ' ' a ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-fNeFAjiVgmASXe79WMLOsYIYuKR139?yCOXxsymLDD 7-8-10 14-0-0 17-0-0 23.0-0 29-7 35-8-0 1.4.0 7-8-10 6-3.S 3r0-0 6r0-0: 6-7-4: 6.0-12 ' Scale = 1:67.0 6x6 = .. Sx6 = ... 6.00 12 5 19 6 2x4 11 " 4 ... 18. 20.. :3x4� 6x8 i. 7 cc 3 ' 2.1: r: ST1.5x8 STP = 17 2 yj 1 0 3x8'% 2x4 II 3.00 12 7-8-19 13-10-4 :14-017-0-0 23.4-0 29-7-4 35-8-0 7-8-10 6-1-10 0• -12 3-0-0 6-4-0 6-3-4 6.0-12 Plate Offsets (X Y)-- [2:0-1-2 0-0-7] [3:0-3-8 0-3-01 [5:0-2-12 0-1-12]'[6:0-3-0 0=2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL: "' 1.25 TC. 0.97 .: Vert(LL) 0.44.12-13 >964 240 MT20 244/190. TCDL 7.0 Lumber DOL.. 1.25 BC 0.88 Vert(CT)-0.8211-12 >518 180 BCLL 0.0 ". Rep Stress Incr NO WB '0.88 Horz(CT) 0.31.. 9 n/a Na BCDL: 10.0 ::'Code FBC2020/TP12014 Matrix-MSH Weight: 192 lb FT = 20% LUMBER- BRACING- TOP CHORD': 2x4 SP No.2 "Except" . TOP CHORD .. Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP M 31 a BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing.: BOT CHORD 2A SP No.2 .`Except* WEBS 1 Row at mjdpt 5-11 2-12: 2x4 SP M 31, 9:1-12: 2x4 SP No;i WEBS 2x4 SP N6.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max.Horz 2=293(LC 9) Max Uplift.2=-721(LC 10), 9=-628(LC 10). MaxGeav_2p1388(LC 1), 9=1313(LC-1.), FORCES.. (lb) '-Max. Comp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4302/2448, 3-4=73497/2058; 4-5=-3471/2228, 5-6— 1424/1095, 6-7— 1699/1134; 7-8=-1837/1107, 8-9- 1254/808 BOTCHORD 2-13=72234/3988, 12-13=-2235/4010, 11--12=-1036/2023, 10-11=-898/1588. WEBS 4-12==327/355, 6-11— 146/445, 7-11=-276/225, 7-10= 205/250, 8-10— 850/1526, 3-12=-817/525,5-12=-1285/2314,5=11=-919/449 NOTES-. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vulf=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft;'eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-9-1, Exterlor(2R) 12=9-1 to 27-2-15, Interior(1) 27=2=15 to 32-6-4, Extedbr(2E) 32-6-4 to.35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for:reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live, load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.0psf 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) Refecfo girder(s) for truss to truss connections.: . 8) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain:formula.:Building designer should verify o!fpacity of bearing surface. . : . 9) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 721 lb. uplift. at joint:2 and 628 Ib uplift at, joint 9. Joaquin Velez PE No.68182 MITek USA,:Inc. FL Cart: 6634. 69UParke East Blvd. Tampa FL 33610 Date: -August 19,2021 Q WARNING -Verity design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE..: Design valid for use only with MiTek® connectors. This design is based'only upon parameters shown; and is for an Individual building component, Griot - a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and: permanent bracing, Mi prevent is always required for stability and to prevent collapse with possible personal Injury:and property damage. For general guidance regarding the IT erk" . . — fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .86610 Job Truss Truss Type Qty Ply 2117 CR 1 OX20 LANAI NO HS T25080131 2819524 A06—' Hip -Truss "' """ """ Job Reference (optional): Builders t-irst5ource (I'lant Gity, I-L), : Mant Gtty, FL = 33567, 8.43U S Jun Z ZUZ1 mi I eK Industries, Inc. I nu Hug 1 V Ud:ZU:4U ZUZb : rage 1 I D:xZpBkW mmOHCg6fGU W AKsgrzCf2U-7ZCeN3i7R44a3hDKj DtaY34UQIgOmUg8As85TIymLDC 1-4.0' 7.8-10 14-0-0 17.0-0 23-4.0 27-4-0 27,-5-4 32-4-0 1-4-0 7-8-1.0 6.3.6 3.0.0 6-4-0 4-0-0 0.4-4 4-7-12 Scale =1:61.4 46 5x6 = 5 .. 6 K 1 6.00 12 T m m N O 3.00 F12 13 ' u 3x6 11 " 2x4 11: 3x8 % . 2x4 11 10 14 — x J 7-8-10 13-10-4 14i00 17-0-0 23-4-0 23r1Q-0 27-4.0 32-4-0 7-8-10 6-1-10 0- -12 3.0-0 6-4.0 0-6- 3.6-0. 5-0-0. Plate Offsets (X,Y)-- [2:0-0-10,Edge]; [3:0-3-8,0-3-0], [6:0-3-0,0-2-0]; [10:0-5-12',0-0-0] LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/dell Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC.. :0:96 Vert(LL).. . 0.43 15-16 >903 240 " MT20 . 244/190 TCDL . 7.0 Lumber DOL 1.25 BC-. 0.83 Vert(CT) -0.67 12-14 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.98. Horz(CT) 0.33 9 n/a n/a q. BCDL 10.0 Code FBC2020/TPI2014" ' ,. Matrix-MSH - Weight. 194lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SO N0.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD .2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or.4-2-9 oc bracing... ' 2-15,10-15: 2x4 SP N6.1 WEBS' 1 Row at midpt 6-10 WEBS 2x4 SP No.3 REACTIONS. . (size) 2=0-8-0, 9=0-3-8. Max Horz 2=264(LC 1,0) ' Max Uplift 2=-652(LC 10), 9= 575(LC 10) Max Grav 2=1267(LC 1), 9=1197(LC 1) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/2214, 3-4==2968/1824;4-5=-1860/1261,'5-6==1634/1169, 6-7=-993/786, 7-8=-1018/650, 8-9==1163/762 BOT CHORD 2r16=-2114/3596, 15-16=-2115/3611, 14-15=-1570/2695, 12-14=-599/1102, 10-12=-604/1060 WEBS 3-16=01259, 3-15=-870/526, 4-15=-910/1629, 5-14=-325/596, 6-14=-421/928, 7-10=-299/347, 8-10=-612/1055, 6-1D=-564/275; 4-14=-1765/11.39' NOTES-: _ .1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL='5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-9-1, Exterior(2R) 12-9-1 to 27-5-12, Interior(1) 27-5-12 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific. to the use of this truss.component. 4) Provide adequate drainage to prevent water ponding.. 5) This truss has been designed fora 10.0 psf bottom. chord'live load nonconcurrent with any other live loads. 6) - This truss h'as.been designed for a live load of 20.Opsf on the bottom'chord in all areas where 1 rectangle, 3-6-0 tall by 2-0-0 Wide. will fit between the bottom chord and any other members. 7) Bearing at joint(s):2 considers parallel to grain value using ANSI/T:P1.1 angle: to.grain formula. Building designer should verify . capacity of bearing surface: 8) Fbvide mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 2 and 575 Ib Liplift at joint 9.. Joaquin Velez PE. No.69962 MiTek USA, Inc. FL Carl6634 6904 Parke East Blvd. Tampa FL 33610 . Date: August 19,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:.�- -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and isfor an Individual building component, not s system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design:into the overall Ning build) design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing.. ...... .. R A �` ITek' ' s ' 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, see. ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss, Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job p p Truss Truss Type Qty Ply 2117 CR 1OX20 LANAI NO HS T25080132 2819524 A07 HIP Job Reference (option al "CUIItlerS f-IfStSOUfce (F'iant Glty, FL), Ylant Gliy, rL 0.43U s Jun a zuz r wn r eK inuusiries, rnc. • ]flu nuy r U uo:cu.ou cuc r raye i ID:xZpBkWmmOHCg6fGUV0AKsgrzCf2U-bmmObPjICOC.RhgoWHxOp5HdiWi TVIVIPWteOlymLDB 1.4-0 7-9.0 15-0.0 20-0-0 25=0-0 30-5-4 36=9.0 1-A 7-9-0 7-3.0 5.0-0 5-0-0 5-5-4 6.3-12 ' Scale =1:66.5 . 5x6 - .. w 6.00 12 .. 3x4 — 5x6 5x8 G 20 . .. 4 .. .. 215 22 23 6 24 3 x4 3 7 25 0 46 ST1.518 STP = 19 8 I 2 I 15: 14 . 13 26 12.. 27 11 10 g 2x4 II 4x6 = 3x8 = 5x6 WB= _ 3x8 = 4x4 = 4x6 II 3x6 = 7-9-0 15.0.0 25-0-0 30-5-4 '' 36-9-0 7-9-0 7-3-0 10-0-0 5-5-4 6-3-12 Plate Offsets (X Y)-- [3:0-4-0 0-3-0] [4:0-3-0 0-2-0] [6:0-3-0,0-2-01'[9:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) 'Udefl Ud PLATES_ . GRIP TCLL 20.0 Plate Grip'DOL " 1.25 TC 0.74 . Vert(LL)-0.36:11-'13 >999 240 . "' " MT20 244/190: TCDL 7.0 Lumber DOL . 1.25 BC 0.95 Vert(CT) -0.61 11-13 >720 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 . Horz(CT) 0.10.. 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 • Matrix-MSH Weight:211 lb 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.1 'Except except end verticals. 2-14: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4SP,Nd.3 WEBS 1 Row at 3-13,:5'13,5-1_1 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max.Horz 2=266(LC 9) Max Uplift 2=-743(LC 10), 9=-645(LC 10) Max Grav 2=1666(LC 15), 9=1558(LC 16). FORCES (Ib) - Max Com /Max Ten - All forces250 (Ib) or less p. exce t when shown p TOP CHORD 2-3=-2912/1458, 3-4=+2163/1222,'4-5=-1893/1189, 5-6=-1668/1696, 6-7=-1900/1144, 7r8- 1941/1057, 8-9- 1445/842.:. BOT CHORD 2-15=-1262/2725, 13-15=-1263/2718, 11-13— 869/1902, 10-11=-846/1668 WEBS 3-15=0/297, 3-13=-861/505, 4-13=-218/679, 5- 11 =-417/256, 6-11=-240/13M 7-10==298/283, 8-10- 821/1.628 NOTES- . 1) Unbalanced roof live. loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-1, Exterior(2R) 10-9-1 to 19-2-15, Interior(1) 19=2-15 to,20-9-1, Exterior(2R) 20=9-1 to,29-2-15, Interior(1) 29=2-15 to.33-7-4, Exterior(2E) 33-7-4 to. 36-7-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water pondirig. 5) This truss has been designed fora 10.0 psf bottom ch,ord'live, load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of:20.Opsf on the bottom choral 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 = 10.6psf: 7) Refer.to girder(s) for truss to truss connections. . 8) Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding.743 lb uplift at joint 2 and 646.lb uplift at j C_1%tt 9. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL 'Cert:6634 ' 6904 Parke East Blvd. Tampa FL 33610 . Date:. August 19;2021 Q WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component,rot F 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, ... " iTek' Is always -required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. ' Safety Information available from Truss Plater Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type p Oty Ply 2117 CR 1 OX20 LANAI NO HS :. T25080133 2819524 -- A08 :: Hip:Truss :"' Job Reference (optional) t3w a rs i-IrstSource (Plant Uity, I-L), _ I'lam L:Ity, rL 7 s3btif, m4ou s dun iezuz t rvu i eK inausures, mc.. i nu r ug i a vozv.o r cuc r rdge i I D:xZpBkW mmOHCg6fGU W AKsgrzCf2U-3yKOol kNzhKIJ_Migew2eUApD6MxERpReAdBYBymLDA -1-4-0 : 8-0-4: :15-0=0 18-7-14 : 23-4-0 25-0-0 27-4.0 32-4-0 1-4-0 8.0-4 .. 6.41.12 3-7-14•- 4-8-2 1-8-0 2-4-0 5-070 .. ... ... ...... .. .. .. .. ... .... . ... Scale =1:59.5 Sx6p _ 3x4 =. 5x6 6.00 12 . 4 21 5 22 23 6 24 5x8: �. .. . . 20 44 7 . 3 ' m o . N O m 3:001 12 .. .. 8-0-4 .. 14-0-0. 12'- 2x4 I4 2x4 11 25-0-6 8x12 = 3x6 I ) 32 4-0 5-0 Plate Offsets (X Y)-= [2:0-0-10 Edge] [3.0-4-0 0-3-0] [4:0-3-0 0-2-0] [6:0-3-8 0-2-4] [7;0-1-0,0-1-8] f9:0-3-12;0-0-01 LOADING (pso SPACING- 2-0-0 CSI. p DEFL. in (loc) 'I/deft LUd PLATES.' GRIP TCLL ":20.0 PlateGrip'DOL:" :1.25 TC.: '1.00 Vert(LL)..:':0.40:14-15 >959 240 " MT20 244/190. TCDL 7.0 Lumber DOC . 1.25 BC' 0.80 Vert(CT). -0.55 14-15 >704 180 BCLL :: 0.0 `:.:. Rep Stress Incr YES WB 0.82, . Horz(CT) 0.30. _ 8 n/a Na BCDL: 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 182lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 *Except*. TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing.. . BOT CHORD 2x4 SP No.2 *Except` = 2-14: 2x4 SP No.:1 WEBS 2x4 SP N6.3 REACTIONS. :(size) 2=0-8-0, 8=0-3-8 Max.Horz 2=264(LC 1.0) Max Uplift.2=-652(LC 10), 8=-575(LC 10) Max Grav 2=1267(LC 1), 8=1197(LC 1). FORCES.:. (lb) - Max. Comp./Max. Ten.:- All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3821/2266, 3-4=-2926/1807, 4-5=-2293/1587, 5-6=-1490/1072, 6-7=-981/641., . 7r8=-1146/778 BOT CHORD 2-15=-2163/3540, 14-15=-2166/3554, 13-14=-1071/1831, 11-13=-578/1018, 9-11==582/993 WEBS 3-14=-920/627, 4-1477532/1035, 7-9=-495/945, 6-13=-468/920, 6-9=-725/519. 5-13=-829/592, 5-14=-425%805 NOTES- .. . 1) Unbalanced roof live, loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11'60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C;-Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-1, Exterior(2R)- .: 10-9-1 to:19-2-15, Interior(1) 19-2-15 to 20-9-1, Exterior(2R) 20-9-.1 to.29-2-4, Exterior(2E) 29-2-4 to`32-2-4 zone; cantilever left and right exposed ;C-C for members and:forces & MW FRS for reactions shown; Lumber DOL=1.60 plate:grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load non -concurrent 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) Bearing at joint(s) 2 considers. parallel to grain value using ANSI(TPI 1 angle to grain formula.: Building designer should verify capacity of bearing surface. 8) Provide. mechanical connection (by others) of truss to bearing plate. capable'of.withstanding 652 Ib, uplift. at joint:2 and 575 Ib uplift at, ... _ joint 8. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cart :6634 _....�_ - East d T 10 6 904 Parke Eas Blvd, Tampa Date: August 19;2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and isfor an individual 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 wd permanent bracing, , ... .. �/� .. ' IVI��QJk' is always required for stability and to prevent collapse with possible personal injuryand properly damage. For general guidance regarding the ..:: fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information' available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job p Truss Truss Type sr rQty Ply 2117 CR 10X20 LANAI NO HS T25080134 2819524 A09 Half Hip Truss 1 1' .. "" ' Job Reference (optional): tlullderS hlrst50ufce (Mani city, rL), Flant tatty, hL - 33bbl, 6.43U S Jun z zUzl MI I eK InaustneS, mc.. I nu Aug 1 u Ut1:zu:bz zuzl. , rage l ID:xZpBkW mmOHCg6fGUWAKsgrcCf2U-XBumO51?k?S9x8xuOMRHAii 1 ?VhMzsObtgMl4dymLD9 1-4-0 SIN 13-0-0 20-11-9 28-9-7 36-9-0 1-4-0 6-6-14 . 6-5-1 7-11-9 7-9-13 7-11-9 _. Scale=1:65.9 .: ".' 5x6 = ...' . 6.00 .12 3x4 = 5x8 = 3x4 Il 4..20 21. 5 22 6 7 23 24 .... 5x6 19 3 :.o'. m ST1.5x8STP= ... 18 . w .2 - .1 0 13 25 10 26 27 14 2x4 11 : 12 4x6 = ' : : 11 9 3x4 = ex6 2x4' 11 B 6x8 = 3x6 = 3xB ._ : . -14 13-0-0 20-11-9 28-9-7 _ _ 36-9-0 26-6 -14 6-5-1 7-11-9 7-9-13 7-11-9 Plate Offsets (X Y)-- [3:0-3-0 0-3-0][4:0-4-0,0-2-81,[6:0-4-0,0-3-0]'[8:0-4-8,0=3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl. Ud PLATES. GRIP TCLL 20:0 Plate GripDOL- 1.25 TC. :0.81'. Vert(LL),. -0.23,11-12 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL . 1.25 BC . 0.85 Vert(CT) -0.41 11-12 >999 .180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 . Horz(CT) 0.12:. 8 n/a n/a ' BCDL, 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 210 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD .2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 ... .. BOT CHORD Rigid ceiling directly applied or 479-9 oc bracing'. WEBS 1 Row atmidpt: 5-12 2 Rows at 1/3 pts 6-8 REACTIONS. (size) 2=0-8-0, B=Mechanical Max,Horz 2=404(LC 10) Max -Uplift 2=-714(LC 10), 8= 674(LC 10) Max Grav 2=1704(LC 15), 8=1605(LC 15) FORCES. (lb) -Max. Comp./Max._ Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-3078/1346, 3-4==2424/1149, 4-5=-2140/1118, 5=6=-2285/1131 BOT CHORD 2-14=-1488/2787, 12-14=71489/2781, 11 -1 2=-1 131/2285, 9-11=-759/1604, 8-9=-759/1604 - WEBS 3-14=0/261, 3-12=-740%421, 4-12=-136/727, 5-12=-358/93, 5-1.1=-326/389, 6-11=-486/889,.6-9=0/450, 6-8=-2064/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterioi(2E) -1-4-0 to 1-8-0, Intedor(1) 1-3-0 to 8-9-1, Exterior(2R) 8-9-1 to 17-2-15, Interior(1) 17-2-15 to 33-7-4, Exterior(2E) 33-7-4 to 3.6-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements "specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord:Iive load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,* with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7141b uplift at joint 2 and 674 lb uplift at joint 8. . Joaquin Velez PE, No.68182 MiTek USA, Inc. FL'Cort 6634 6904 Parke East Blvd. Tampa FL 3,3610 Date:' August 19;2021 . . ' & WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:' Design valid for use only with MiTek® 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 vedfy.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, MOW - is always required for stability and to prevent cellapse.with possible personal Injuryand property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. ' - Seretylnlormation available from Truss, Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL ,36610 Job Truss a Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080135 2819524 ": A10 Hip:Truss :: .. 1 1: :... .. Job Reference o tional BulloerS flrstbource (Plant silty, t-L), Plant tiny, rL = 33bb/, ts.4JU s Jun Z eyZ I NII I eK Inausrne9, Inc. - I nu Aug I y umeu of zuz i rage I ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-?KRBDQmeVJaOYIW5y3yWivF9Lv?WiKvk5U6ld4ymLD8 1-4.0 : 8-4-7 13.0-0 : PO-0-0 27.0-0 : 32-4=0 1 4 0 8.4-7: 4-7-8 7-0.0 7-0-0 5-4-0 ' .. . .... .. .. .. Scale =1:59.4 4x8 = 6.00 12 , . 2x4 11 4x8 = -' .. . • 4 io 9n 5 91 99 R . 4x4 = 2x4 I I 3x4 =. 5x8 = 3x4 = 2x4 3x4 = 8-4-7 13-0.0 20 0 0 27 0 0 32 4.0 8-4.7:' 4-7-8 7-0-0 .: 7-0-0 Plate Offsets (X,Y)-= [3:0-3-0,0-3-01, [4:0-5-4,0-2-0), [6:0-5-4,0-2-0); [10:0-4-0,0-3-0) ... .. .. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP TOLL 20.0 Plate Gdp'DOL. 1.25 TC :0.96 :: vert(LL)...-0.22-13-16 >999 240 MT20 :..:244/190: TCDL 7.0 Lumber DOL . 1.25 BC 0.90 Vert(CT) . -0.41 13-16 >953 180 BCLL 0.0 ' .. Rep Stress Incr : YES WB 0.85. Horz(CT) 0.07 : 8 n/a n/a BCDL' 10.0 Code FBC2020/TP12014' Matrix-MSH Weight 187lb FT=20% _ ' .. LUMBER- BRACING- TOP CHORD 2x4 SO No.2 TOP CHORD .. 'Structural wood sheathing directly applied, except'end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or2-2-0 oc bracing.. WEBS - 2x4SPNo.3. " WEBS 1 Row at.midpt. 4-10.. REACTIONS. (size) 2=0-8-0, 8=0-3-8 ' Max Horz'2=264(LC 1.0) .. Max Uplift 2=-655(LC 10),-8=-577(LC 10) Max Grav 2=1498(LC.15), 8=1347(LC 16) FORCES. (lb) - Max. Comp./Maz. Ten. - All forces 250,(Ib) or less except when shown: " TOP, CHORD 2-3=-2487/1190, 3-4=-1948/1070, 4-6=-1652/1005, 5-6=-1649/1003, 6-7=-1105/630, 7-8=-1273/757 BOT CHORD 2-13=-1141/2277, 11=13=-1141/2272, 10-11=-837/1744, 9-10=-462/950 WEBS 3-13=0/292, 3-11=-734/417, 4 11= 215/692, 5-1 0=442/410, 6.10=-503/1011, 6-9=471/403, 7-9=-563/1178 NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-16;'Vult=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteri6r(2E) -1-4.0 to 1.-8-0, Interior(1) 1-8-0 to 8-9-1,. Exterior(2R) 8-9-1 to 17-2-15, Interior(1) 17-2-15 to 22-9-1, Exterior(2R) 22-9-1 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Building Designer/ Project engineer responsible for verifying applied. roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate. drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord:live load nonconcurrent with any other live loads. s. i so" 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord. and any other members; with. B:CDL = 10.Opsf. 7) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 6551b uplift at joint 2 and 577Ib uplift at joint 8. Joaquin Velez PE. No.68182 MtTek USA, Inc. FL Celt, 6634 • 69 East Blvd 04 Parke E Tampa FL 33610 Date:. .. ... August 19,2021 WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a . 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.. .. .: 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, see. ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610' Job Truss Truss Type ply Ply 2117 CR 10X2O LANAI NO HS T25080136 2819524 " All Half Hip Truss " 1 —:.1: " Job Reference (optional): tlwlderS rlrstbource (Plant la[y, rL), . Mani L ity, rL. - JJbb/, 0.4Ju 5 JUn a ZUZ I IVII I UK IT IUu5IrIe5, uKJ. I rlu muy IV uo.4w.u9 - 1 : rays 1 ... " ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-UX?XRmmGGcitAS5HWmTmF7oPcJNaRrtuK8rs9WymLD7 1=4-0; 5-4.13 11-0=0 : 15=10-13 23-8-12 31-10-2 36=9-0 1,4.0 5-4-13 5-7-3 . 4-10-13: 7-9-15 ' 8-1-6 4-10e14 Scale =1:65.9 . 5x6 = .. .. — 5x6 3x4 =.. .... — 2x4 1 4x4 - _ .I 4 20 21 5 22 6 23 24 7 25 8 6.00 12 2x4 J 19. . , 3 0 ST1.5x8 STP = IS m 2: 0 1 o ; 14 13 26 27 12 28 11 10 29 ' 30 9 x4 4x6� :: 5x6 W B = 3 = = 4x4 = 6 8 x — 4x6. _. .. 3x8 = 5-4-13 11-0=0 . 18-9-6 .. 27-2=12 — 36-9.0 r 5-4-13 5-7-3 7-9.6. 8-5-6 9-6-4 Plate Offsets (X Y) = [4:0-3-0 0-2-0] [6:0-3-0 0-3-4] [9:0-4-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : 'I/deft Ud PLATES: GRIP TCLL .20.0 PlateGrip'DOL: 1.25 TC.' :0.67.: Vert(LL)..: :-0.30.14-17 >999 240': MT20 244/190. TCDL 7.0 Lumber DOL . 1.25 BC . 0.87 Vert(CT) -0.53 14-17 >694 180 BCLL - 0.0 *.. Rep Stress Incr YES WB 0.61... Horz(CT) 0.1:1: 9 Na We BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 200lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purl BOT CHORD 2x4 SP No.i *Except* - except end verticals: 11-13: 2x4 SP.No.2.. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc.bracing. WEBS 2x4SP:No.3 WEBS 1 Row:atmidpt 7-9 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical .: Max.Horz 2=351(LC 1.0) Max Uplift.2=-722(LC 10), 9=-665(LC10) Max Grav,2=1682(LC 15), 9=1562(LC.15). FORCES. (lb) -Max Comp./Max. Ten.`- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2984/1448, 3-4=-2592/1217; 4-5=-2297/1174, 5-6=-2604/1266, 6-7= 2005/910 BOT CHORD 2-14=-1536l2722, 12=14=-1337/2584, 10-12=-1203/2394, 9-10=-608/1162 WEBS 3-14=7496/408,.4-14=-265/912, 5-14,=-553/2531 6-12=-94/315, 6-10=-730/550, 7-10==472/1319, 7-9=-1751/937 NOTES- 1) Unbalanced roof live loads have been considered for this design. ' .2) Wind: ASCE 7-15; Vult=1,60mph.(3-second gust),Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft;.eave=5ft; Cat. II; Exp C; Encl., GCpi=0;18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-9-1, Exterior(2R) 6-9-1 to 15-2-15, Interior(l) :15-2-15 to 33-7-4, Exterior(2E) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions'shown; Lumber DOL=1.60 plate grip; DOL=1.60 3) Building Designer,/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 4 Provide adequate draina e:to prevent water ondin gchord 5) This truss has been designed fora 10.0 psf bottom 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 allareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf.' 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 722,lb uplift at joint 2 and 665 lb uplift at joint 9. S Joaquin Velez PE.No.68182 . PJItTek USA, Inc. FL Cert 6634 Date: .. .... ugus . ' WARNING - Verify design:parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE.:. : Design valid for use only with MiTek® 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 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 ... �AA M!Tek' 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, see. ANSUTP11 Quality Criteria, DSB-89'and BCSI Building Component 6904 Parke East Blvd: ' Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 a Tampa,. FL .36610 Job Truss Truss Type Oty Ply 2117 CR 10X20 LANAI NO HS T25080137 2819524 Al2 - :: Hip:Truss .: 1 1: :' ' .. Job Reference (optional) tsuuoers mrsraource trlanl L ny, rLl, . rlanl l.ny, rL- JJt)o1, 0.9JU s Vull G cVG I IV11I CR IIIUUJlI1C3, IIIG. I IIl1 MVy IJ UD.GV.:l:J GUG L •rel�C i I D ixZpBkW mmOHCg6fGU W AKsgrzCf2U-.yjZve6nul wgkocgT3U_?oKKZOjitAldl Zob PhyymLD6 1=4-0; 6-4-7 11-0.0 20-0-0 :29-0-0 _ 32-4.0 1-4-0 6-4-7 4-7-9 9.0-0 9.0-0 3-4.0 IriO 3x6- 3x4 6-4-7 11-0-0 20-0.0 29-0-0 32.4.0 6-4-7 4-7-9 9-0-0 9-0-0 Plate Offsets (X,Y)-= [2:0-2-9,0-1-8), [4:0-5-4,0-2-0), [5:0-4-0,0-3-4) [6i0-5-12,02-0), [10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0' : CSI. DEFL. in (loc) Udefl Ud PLATES. GRIP TCLL : 20.0 Plate Grip DOL :1.25 TC":":0.76 :' Vert(LL)-0.29'12-15 >990 240 :' MT20 " :244/190: TCDL 7.0 Lumber DOL' . 1.25 BC 0.87 Vert(CT) -0.62 12-15 >622 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.52, :. Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 175lb FT=20% LUMBER- BRACING - TOP .. TOP CH.ORD "2x4 SP No.2 'Except' TOP CHORD . . Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-6,4-5: 2x4 SP No.1 except end verticals: BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 5-6r14 oc bracing. 10-11: 2x4' SP No.2. WEBS 1 Row at midpt . 6-10 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-3=8 Max Horz 2=264(LC 10) Max Uplift 2=-655(LC 10), 8=-577(LC 10) MaxGrav 2=1491(LC 15), 8=1340(LC 17) FORCES." (lb) - Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2492/1252, 3-4=r218O/1095,"4-5=-1965/1108,5-6=-1962/1105, 6-7=-880/474, 7-8=-1346/717 BOT CHORD 2-12=71236/2287, 10-12=-942/1951, 9-10=-367/768 WEBS 3-12==427/357,-4-12=-104/655, 4-10— 139/286, 5=10=-565/516, 6-10==741/1432, 6-9=-646/520,7=9= 582/1217 NOTES- . 1) Unbalanced rooflive. loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=Aft; Cat. 11; Exp C; Encl., GCpi=0.1,8; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-9-1,, Exterior(2R) 6-9-1 to 15-2-15, Interior(l) 15-2-15 to 24-9-1, Exterior(2R) 24-9-1 to 29-0-0, Exterior(2E) 29-0-0 to 32-2-4_zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. " 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for 6 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load, of 20.Opsf on the bottom chord, in:all areas where A rectangle 3-6-0 tall by 2-0-0 wide will fit'between the bottom chord and; any other members, with BCDL= 10.6psf: 7) Bearing atjoint(s).8 considers parallel to grain:value using ANSI/T0I.1 anglato grain formula. Building designer should verify capacity of bearing surface: " 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 2 and 577 Ili uplift at joint 8... ... .. Joaquin Velez PE, No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FIL 33610 'Date: August 19,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® 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 verify;the applicability of design parameters and propedy 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 MiTek' is always required for stability and to prevent collapse,with possible personal injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TAll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss a Truss Type Qty Ply 2117 CR 1 0X20 LANAI NO HS T25080138 2819524 A13 Half Hip Truss Job Reference (optional) tiu toers rlrst5ource (rtant L%ny, t-L), .. rlant t;Ity, rL - 33bb1, ...... .. ID:xZpB -1-4.0 4=9.4 9-0-0 15-10-6 22-8.1 1-4.0 4-9-4 .4-2-t2 6-10-6 6-10•I 5x6 = 3x4 =. r- 3 19 20 4 r7 dI o . 13 _ 3x4 = 4x6 3x6 = 9.0.0 18-1-13 9-0-0 9.1.13 b.4:7U s dun a zuzj mi I eK nlausines, trip.. I nu Aug i u ub:eu:oo cue i . rage I mmOHCg6fGUWAKsgrzCf2U-Qv7HrSoW oEybPl FgdBV ELYtI R72svhhAnRKyDPymLD5 29-7-2 6-10-6 Scale = 1:65.9 . 5x6 3x4 = 3x4 II 21 5 22 623 .. 24 7 c 6 - .. - is 3x4 = 4x6 = 3x4 = 6x8 = 27-3-11 9-1-13 mate upsets mY)-- I3:U-3-6,U-2-41, tb:U-3-U,U-3-U),{8:U-4-6,U-3-U) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : 1/defl Ud PLATES GRIP TCLL 20.0' Plate'Grip DOL: 1.25 TC.: :0.65 .. Vert(LL). 0.31:13 16 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL . 1.25 BC 0.88 Vert(CT) -0.42 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.12 . 8 n/a h/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight 183Ito FT=20% LUMBER -a BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc pudins, .1-8: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.1 *Exce t' p BOT CHORD Rigid ceiling directly applied or 47770 oc. bracing. 10-12: 2x4 SP No.2' : WEBS 1 Row at midpt 4-13,:6=8; WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mectlanical Max Horz 2=297(LC 10) Max Uplift 2=-730(LC 10), 8=-658(LC 10) . Max Grav,2=1428(LC 1), 8=1353(LC 1) FORCES. (lb) - Max: Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/1293, 3-4=-2110/1279; 4-5=-2720/1500,'5-6=-2083/1097 BOT CHORD 2r13=-1274/2089, 1 1r13=-1873/2707,9-11- 1453/2581, 8-9=7969/1731 WEBS 3-13=7150/667, 4-13=-840/357, 5-11.=-66/255, 5-9=-704/503, 6-9=-285l783, 6-8= 2027/1141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interi6r(1) 1-8-0 to 4-9-1, Exferior(2R) 4-9-1 to 13-2-15, Interior(1)-13-2-15 to 33-7-4, Exterior(2E) 33-7-4 to 36-7-4 zone; cantilever left and -right exposed ;C-C for members and forces & MW FRS -for reactions "shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use:of this truss component. . 4) Provide adequate drainage:to prevent water ponding:. "' 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730'lb uplift at joint 2 and 658 lb uplift at joint 8. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cart 6634 - tBIvdT ere as . amps, Date: August 19,2021 & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is'for an Individual building component,aoP a truss system. Before use, the building designer must verifythe 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 only. Additional temporary andpennanent bracing - MITpi'K• 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, see. ANSUiP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL ;36610 Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS ss T25080139 2819524 At4 Hip Truss :: 1 1 : .... " Job Reference (optional): tsunoers rlrsi6ource triani uny, r-L), rlant flay rL - 3J00r, -. - - 6.4dU a Jul] L 4UG 1 IVII I tlK 11IUU5111H5, plu. i nu . uy i a vo.cU.Ur cUc b .rays i K ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-u6hf3op8ZX4S1vgsBvOTtIQv4WP.Ue7c 054WmrymLD4 1-4.0 4-2-14 9-0-0 16.2.8 25-1-8 32-4-0 11-4-0 4-2-14 4-9-2 " 7-2.8 8.11-0 7-2-8 Scale =1:57.6 . 4x6 = . 3x4 = .. 6x8 = 3x8 = . 4 19 20 - .5 21 6 2223 . 7 C0 0 3z6 3x8 = 3x4 3x4 = 4x6 3x8 2x4 zz C6.. . 6 v 42-14 9-0-0 16-2-8 25-1-8 32-4.0 4-2-14 4-9-2 7-2-8 8-11-0 7-2-8 Plate Offsets (X,Y)---[2:0-2-9,0-1-81,[6:0-4-0,0-3-01,[9:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 p CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL. :1.25 TC...0:72 Vert(LL) . : 0.20:. 11 >999 240 ". MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.40 9-11 >977 .180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.08:. 8 n/a n/a BCDL; 10.0 Code FBC2020/TP12014 Matrix-MSH Weight.,171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals: WEBS 2x4 SP No.3. ... " BOT CHORD Rigid ceiling directly applied' or 5-0-2 oc bracing. WEBS 1 Row, atmidpt. 5-13,:7=9; REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=297 LC 10 Max Uplift 2=-650(LC 10),'8=-582(LC 10) Max Grav 2=1264(LC.1),8=1189(LC 1) FORCES. (lb) - Max. Comp./Maio. Ten. - All forces 250 (lb) or less except when shown. = TOP CHORD 2-3=-2267/1296, 3-41987/1111, 4-6=-1741/1072, 5-6=-2189/1271, 6-7=-1531/845, 7-8=-1181l700 BOT CHORD 2-13=-1358/2010, 11-13=-1271%2189, 9-11=-865/1556 WEBS 3.13=-363/317, 4-13=-172/576,:5-13=-630/249, 5-1:1=-193/288,:6-11=-458/713, 7-9=-987/1793,.6-9=-797/628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45fi; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1.-8-0, Interior(1) 1-8-0 to 4-9-1, Exterior(2R) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and.right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading. requirements specific to the use of this truss component. . 4) Provide adequate drainage to prevent water ponding. 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 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: 'parallel 7 Bearin et joints 8 considers to: rain value using ANSI/TPI 1 an le to rain formula. B'uildin designer should verify g l O P g 9 9 9 g 9. y. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 2 and 582 lb uplift at joint B. .... . u. Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 19;2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. r -Design valid for use only with MiTek® 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 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 " A iTek' 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, see ANSVlPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL,36610 Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080140 2819524 A15 Half Hip Truss 1 e� L Job Reference (optional) Builders Hirstsource (Nlant uty, f L), rlant Gity, F L - 33567, 8.430 s dun 2 2D21 not t eK Industries, Inc.: I nu Au 19 D6:2usa tun rage 1 ID:x2pBkWmmOHCg6fGUWAKsgrzCf2U-MIF1 G8pmKrDJi3P2lcYidzy6mwlONZKTFlp31HymLD3 1-4-0' 3-9=4 7-0-0 14-6-2 21-10-8 29.2-14 36-9-0 1.4-0 . 3-9-4 3-2-12 7-6-2 7-4-6 7.4-6 7-6-2 Scale =1:65.9 — .. 5x6 = 3x4 = 5x8 — 3x6 = 3x4 II 6.00 12 3 17 4 5 186 7 co o_ 14 13 12 11 . . 10 9 .. u 4x4 = 4x4 = 2x4 11 4x4 = 7xB 11 ST1.5x8 STP = 6x8 = 6x8 = 4x6 = 3-9-4 7-0.0 14.6-2 21-10-8 29-2-14 36-9-0 3-9-4 3-2-12 7-6-2 7-4.6 7-4-6 7-6-2 Plate Offsets (X,Y)-= [3:0-3-0,0-2-01,[5:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/dell: Ud PLATES GRIP TCLL "20.0 Plate Grip DOL. 1.25 TC 0.60 Vert(LL)..' :0.46,11-12 >952 240 MT20 244/190: TCDL 7.0 Lumber DOL . 1.25 BC 0.77 Vert(CT) -0.64 11-12 >815 .180 BCLL 0.0 Rep Stress Incr . NO WB 0.90 Horz(CT) 0.13 8 n/a n/a BCDL; 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 426Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc puriins; 1-3: 2x4 SP No.2 except end verticals: BOT CHORD 2x6 SP No.2 . . BOT CHORD Rigid ceiling directly applied or 7-1-9 oc, bracing: WEBS 2x4 SP.N6.3 WEBS 1 Row at micipt, 6-8 REACTIONS. -. . (size) 2=0-8-0, 8=Mechanical Max Horz 2=243(LC 8) ' Max Uplift 2=-1824(LC 8), 8=-1897(LC 8) Max Grav 2=3402(LC 13), 8=3491(LC 13). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 7066/3656, 3-4=-6396/3391, 4-5=-9318/5036, 5-6=6180/3352, 7-8=-460/412 BOT CHORD 2-14=-3346/6292, 12-14=-5036/9318, 11-12=-4962/9160, 9-11=4962/9160, 8-9=-3352/6180 WEBS 3-14=-1079/2480, 4-14=-3314/1818, 4-12=0/462, 5-11=0/465, 5-9= 3294/1780, 6-9= 551/1726, 6-8=-6710/3628 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.. Bottom chords connected as follows: 2x6 - 2 rows staggered at.0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to - ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16;Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.18; MW FRS (directional); cantilever left and right exposed;. Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for4erifying applied roof live load 'shown covers rain loading requirements specific to the Use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: . . 8) .` This truss has been designed for a live load of 20.0psf on the bottom chord in all area where a rectangle 3-670 tall by 2-0-0 wide wlll fit between the bottom chord and any other members.. 9) Refer to gjrder(s) for truss to truss connections. - 10) Provide mechanical connection (by others) of taus to bearing plate "capable of withstanding 1824 Ib'uplift at joint 2 and 1897 lb uplift at joint 8. 11) girder carries hip end with 0-0-0.right side setback,.7-0-0.left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 lb down and 360 lb up at 770-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . Joaquin Velez PE No.68182 MiTek USA, tnc. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 19,2021 ndard & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® 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 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 _ 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, see. ANSIITP11 Quality Criteria, DSB-89'and BCSI Building Component 6904 Parke East Blvd. Safety lnlormation available from Truss. PI ate: Crain Highway, Suite 203 Waldort, MD 20601 Tampa, FL :86610 Job Truss Truss Type Oty ply 2117 CR 10X20 LANAI NO HS T25080140 2819524 A15 :: Half Hip Truss 1 2 "" Job Reference (optional) - Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and Is for an Individual building component, riot a truss system. Before use, the building designer must vedfy: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 , .. 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, see ANSI/TPII Quality Criteria, DSB-89'and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 16610 Job r Truss Truss Type Oty. Ply 2117 CR 10X20 LANAI NO HS T25080141 2819524 A16 2 Job Reference (optional): Builders FirstSource (Plant City, FL), Plant City, FL = 33567, _ 8.430 s Jun' 2 2021. MiTek Industries, Inc.: Thu Aug 19 08:20:59 2021.. Page 1 ID:xZpOkW mmOHCg6.fGU WAKsgrzCf2U-gUpOU UgP59LAGD_FIK3xyAV FDK4E65fdUPZdgjymLD2 -1-4-0 7-0-0 13-4-14 19-8-0 25-11-2: 32-4.0 1-4-0 7-0-0 6-4-14 6-3.2 6-3-2 6-4-14:' Scale =1:56.8 4x6 = B_nn R .... 3x4 = 5x8 = 3x4 = 3x4 11 4 16 5 .17 . 6 is- 7 4x4 - 3x4 = 5x6 = 2x4 11, 5x6 6x8 7-0.0 13-4-14 19-8-0 25-11-2 32-4-0 7-0-0 6-4-14 6-3-2- Plate Offsets (X Y)-= [5:0-4-0 0-3-0] [9:0-2-8 0-3=0] [1 1:0-3-0 0-3-01 " LOADING (psf) SPACING- 2-0-0' : CSI. DEFL. in (loc) 1/dell, Ud PLATES. GRIP TCLL ' 20.0 Plate Grip DOL: :1.25 TC 0.75 Vert(LL). : 0.36.10-11 >999 240 ' . MT20 . 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.43 10-11 >904 180 BCLL 0.0 ' - Rep Stress Inbr NO WB 0.58 Horz(CT) 0.13 . 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH -Weight: 329 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. 7-8: 2x4 SP No.2 WEBS 1 Row at nrl 6-8 , REACTIONS. (size) 8=0-4-01'2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 8=-1642(LC 8), 2=-1572(LC 8) Max Grav 8=3026(LC'l3), 2=2938(LC 13). " FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250,(Ib) or less except when shown. TOP CHORD 2-3=-5860/3005, 3-4=-5286/2796,-4-5=-7102/3823, 56==4499/2438, 7-8=-383/344' BOT CHORD 2-12=-2761/5203, 11-12=-3833/7099, 10-11=-3658%6765, 9-10=-3658/6765, 8-9=-2438/4499 WEBS 3-12=-855/2034, 4,12=-2167/1193, 4-11=0/332, 5-11=-227/390, 5-iO=0/381, 5-9=-2606/1403, 6-9=-534/1571, 6-8=-5087/2756 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc., Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to plyconnections have been provided to distribute only loads noted as (F) or (B),:unless otherwise indicated: 3) Unbalanced' roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft;:eave=4ft; Cat. 11; Exp C; Encl., GCpi=0:18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Projeot'engin.e,er responsible for Verifying applied roof live load:shown covers rain loading requirements .specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ve loads:.:. 8) .'.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-.0 tall by 2-0-6 wide wl7 fit between the bottom chord and any other members.. 9) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding. 1642.Ib uplift at joint8 and 1572 Ib uplift . . at joint 2. q rJoaquin Velez PE No.68182 10) Girder carries hipend with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback.: MiTek USA, Inc. FL Cart 6634 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 Ib'down and 360 lb up at 6904 Parke East Blvd. Tampa FL 33610 7-0-0 on bottom chord.: The design/selection of such:connection device(s) is the responsibility of others. Date: LOAD'CASE(S) Standard "" "' AUgust.19;2021 d ' WARNING - Verity design, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 vedfy;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, - MiTek'. is alwaysrequired for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 ._. . . ... ...... .. .. .. .: f . .. .. _. .. . .. Job Truss Truss Type p Qty Ply 2117 CR 1 QX20 LANAI NO HS T25080141 2819524 A16"' :: MONO HIP:: 1 2 " Job Reference (optional): " Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and isfior an individual building component, riot 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 preyenJ buckling of individual truss 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 trusses and truss systems, see, ANSI1TPI1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/ety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 W aldod, MD 20601 Tampa, FL *36610 Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080142 2819524 B01 ' Common Truss 1 1 Job Reference (optional): bugaers t-IrstAource trlant Gny, r-L), . rlanl c11y, 1-1_- 560t) r, 0.40u s uuri z Zuc i Iwr r en uwusmeb, uiu. r r iu muy 1 a u0. r.uu cuc r .rayc r YR .. . • ID:xZpBkWmmOHCg6fGUWAKsgrzCi2lJ-lhNohgrisS-fOuN s1aAVN 1YQkcwrgYmi3lAMAymLD1 -1-4-0 10.4-0 :20-8-0 22-0-0 I 1-4-0 10-4-0 4x4 7 _ .. 10-4t0- .1-4-0 Scale =1:39.7 yxo i 21 20 19 1817 .16 15 14 - 2x4 11 2x4 11: 2x4 11 3x4 — 2x4 1.1 2x4 11 2x4 11 . 2x4 11 20.8-0 20-8-0 IC' 3 v 0 Plate Offsets (X Y)'-- [2:0-4-0 0-1-15]' [12:0-4-0'0-1-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 20:0 Plate Grip DOL:.1.25 TC.. 020 . Vert(LL) 0.00, 12 n/r 180 :. MT20 :244/190: TCDL 7.0 Lumber DOL . 1.25 BC 0.11 Vert(CT) OAO 13 n/r 120 BCLL 0.0 Rep Stress Inor YES WB 0.09 .. Horz(CT) 0.00 12 n/a n/a BCDL. 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 109 lb FT = 20% LUMBER- BRACING - TOP .... TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0'oc puriins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or.6-0-0 oc bracing. .OTHERS 2x4SP No.3 REACTIONS. All bearings 20-8-0. (lb) - Max Horz 2=-203(LC 8) Max Uplift All uplift 100 lb or less at joints) 20,15 except 2=-175(LC 10), 12= 175(LC 10), 19=-101(LC 10), 21==146(LC 10), 16=-101(LC 10), 14=-146(LC 10) Max Grav . All reactions 250 lb or less at joint(s) 2, 12, 17, 19, 20, 16; 15 except 21=296(LC 15), 14=302(LC 16) FORCES.. (lb) _ Max. Comp./Max. Ten.' -All -forces 250 (lb) or less except when shown. TOP CHORD 6-7=-72/278, 7-8=-72/278. WEBS 4-21=-212/297, 10-14=-218/297 NOTES- 1) Unbalanced roof live loads have been considered for this design.. , , .... 2) Wind: ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.' 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E)'-1-4-0 to 1-8-0, Exterior(2N)' 1-8-0 to 7-4-0, Corner(3R) 7-4-0 . to 13-4-0, Exterior(2N) 13-4-0 to 19-0-0, Corner(3E) 19-0-0 to 22-0-0 zone; cantilever left and.right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to; wind (normal to the face), see Standard Industry Gable End Details as'applicable,"or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading: requirements specific to the use of this truss component.. - . 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2=0-0 oc. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) -This truss has been designed for alive: 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) Lumber designated with a "P" is pressure -treated with preservatives.. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should: be protected from corrosion per the recommendation of .the.treatment company: Borate or other suitable treatment may be used if it does not corrode, the platm'lf ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required; and G185 galvanized plates'may be used with this design. -Incising factors have not been considered -for this.. , . , . . design. Building designer to verify suitability of this product for its intended use: Joaquin Velez PE No.68182 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 20, 15 except MiTek USA,:Igc. FL Cart 6634 bt=lb) 2=175, 12=175, 19=101, 21=146, 16=101, 14=146... 6904 East v Tampa mp Date: .. ... . .... .. August19;2021 A WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 verify the 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 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, see ANSITP/f Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd: Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ply Ply 2117 CR lox. 0 LANAI NO HS T25080143 2819524 B02"' :: ROOFTRUSS ..""" 6 "' Job Reference (optional)= Builders FirstSource (Hlant Glty, FL), : Plant Ldty, I-L = 33b6f, _ - - t3.43u s .Jun a zuz l Mi i eK inausines, ine.. i nu nuy 1 e uo:z r:u l eue l : rdye i _ K b P R ID:xZpBkWmmOHCg6fGUW A sgrzCf2U-mtwAvAsfdm tWX7dOl5 ibaZ Bnja2rvxj2jvcymLDO 1-4-0 5.5-4: 10.4.0 15.2-12 20-8.0 22-0-0 , r 1 4 0 5-5-4 4-10-12 . 4.10-12 5-5-4 1-4-0 Scale c 1:37.4 3x4 =' 4 la .2x4 // 3x4 = 2x4 \\ ' 4x4 = 7-0-13 13.7-3 _ 20-8-0 I!1_1 - i G_C_G 7-ILIA . 4x4 I" 6 'rlale'VTTSeTS tA, T)-- Le:u-I-t3,r-ugej, t4:u-e-u,Cugej,'io;u-I-OiCugul LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' 'I/deft Ud PLATES GRIP TCLL "' 20:0 " Plate Grip DOL:' 1.25 TC.. :0.89 Vert(LL)..:-:-0.35 10 13 >713 240 MT20 244/190: TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) . -0.4310-13 >574 180 BCLL .: . 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.03. 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 88 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 'Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.7-1-11 oc bracing. WEBS 2x4 SP No.3 . REACTIONS. (size) '2=0-8-0, 6=0-8-0 Max•Horz'2=-21-kC 8) " Max Uplift 2=-462(LC 10), 6=-462(LC 10) Max Grav 2=966(LC 16), 6=966(LC 17) " FORCES. (lb) - Max. Comp./Mali. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1414/836, 5-6=-1414/836 BOT CHORD '2-10= 512/1260, 8-10 520/1178, 6-8=-512/1273 WEBS 3-5=-1281/1166, 3-10=0/349, 5-8=0/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-16;,Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; f3=45ft; L=24ft; eave=4ft; Cat.. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) =1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0, Exterior(2R) 7-4=0 ' to 13-470, Interior(1) 13-4-0 to 19-0-0,.Extedor(2E) 19-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=:10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 )b uplift at joint(s) except Qt=lb) 2=462, 6=462. 7) ATTIC SPACE SHOWN IS -DESIGNED AS UNINHABITABLE. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ' Date: , . . August 19,2021 & WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design Is basedonly upon parameters shown, and is:for an Individual 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 truckling of individual truss web and/or. chord members only. Additional temporary and permanent bracing. , MOW is always required for stability and to prevent collapse, with possible personal injuryand property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSHTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. Safety Information, available from Truss, Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610' Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080144 2819524 "' B03 ROOF -TRUSS 4 1: " Job Reference (optional): uwlaers mrstsource (flan Lmy, rL), . rlani ury, ru - aa00r, 0.40u s ,,ur, c 4v'� 1 wL 1 — II1 ulwo! 111u.. I I II, r,I u 1 � I." < " I D:xZpBkW mmOHCg6fGU1NAKsgrzCfPU•F3UY6VtHN4jk7gip_Sceao7igX6ZJ W R3ANnN R2ymLD? 1=4-0 5.5-4 10-4-0 15-2-12 20-3-8 1-4-0 5-5-4 4-10-12 4-10-12 5.0.12" Scale =1:36.2 . 3x4 4- 16. 19 6 . s . x & s ... ... .. .... m.. Io P= .. 9. 20 8 21 7 .. ... 2x4 /! 3x4 = 2x4 1t — 4x4 — 4x6 = '7-0-13 13-7-3 - 20-3-8 7-0-13 6-6-5 6.8-5 Plate Offsets (X Y)-- [2:0-1-8 Edge] [4:0-2-15 0-1-8] [6:0-0-0 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) -1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL- 1.25 TC . :0.92 VerI .: =0.36.. 9-15 >677 240 MT20 244/190: TCDL - -7.0 Lumber DOL . 1.25 BC 0.80 -- Vert(CT) . -0.47 9-15 >522 .180 BCLL • : 0.0 . . Rep Stress Incr YES W B 0.38. . HOrz(CT) 0.04 . 6 n/a . nla BCDL_ 10.0 Code FBC2020/TP12014 Matrix-MSH :. : Weight:86lb FT=20%'-. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.6-6-14 oc bracing. WEBS 2x4 SP No.3 ..... .. WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 2=207(LC 9).' Max Uplift.6=-353(LC 10), 2= 459(LC, 10)• Max Gray.6=879(LC 17), 2=953(LC 16) - FORCES... (lb)'- Max. Comp./Max. Ten. - All forces250 (lb) or less except when shown. TOP CHORD 2-3=-1366/839, 5-6==1379/837 BOT CHORD 2r9=-598/1199, 7-9=-606/1118, 6r7=-596/1205 WEBS 3-5=-1206/1166, 3-9=0/348, 5-7=0/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=.0.18; MWFRS (directional) and C-C Exted6r(2E) -1-4-0 to .1-8-0, Interior(1) 1-8-0 to 7-4-0„ Exterior(2R) 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 17-3-8, Exterior(2E) 17-3-8 to 20-3-8 zone; cantilever left and right exposed ; end vertical 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) Building Designer/ Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements specific. to the use of this truss component. 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 66en-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 BCD = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 6=353, 2=459:: 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE. No.68182 East MiTek USA, li1c, FL Cert 6634 6904 Parke Blvd.Tampa ampa FL 3.3610 Date: August -19,2021 & WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building 6omponent,�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 temporaryand permanent bracing . ... A M!Tek' Is a lways required forstabiliry and to prevent collapse.with possible personal in and property damage. For general guidance regarding the ..' fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSUTPIr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Truss. Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080145 2819524 C01 GABLE Job Reference (optional) buijoers t-Irsibource Imam city, rLt, rlam Idly, rL 7'"Oo/, OAOU 5 JUll c 4c4 1 IVII I tlR IIIUUJU1Ub, II IU. I I lu r iU 1 O uo- ­4 ... I :10gG I . I D:xZpBkW mmOH Cg6fGU W AKsgrzCj2U-BScIXBuXvhzSN_sC5tf6fDC6gLsj nQ3MdhGOUxymLCz 1=4-0 8-4.11 14-4-0 =, 17-3-4 _ 24-8.0 26.0-0 ; 1,4.0 8.4.11 5-11-5 " 2-11.4 7-4-12 174-0 Scale =1:50.5 4x4 - 6.00 12 2x4 II 7 2x4 II 6.... 8 .2x4 II, 2x4 I 39 9 .. . 2x4 II 6k6 i 3x4 10 4 11 3x4 12 ....3x4 40 3x4 27 G 13.. 3x4 i . 3.. 3 1 14jc ST1.5x8 STP = 16 0 38. 3.. 1 .. 23. — 15 0 :4x4 —. 41' o . . m 2 3 2x4 I 4= N. 21 2x4 22 . 20 19 18 17 4x8 2x4 If 3x4;= 2x4 II 2x4 11 ST1.5x8 STP = 2x4 II 6x(3 = . R-4-11 .. 1R-R.n .. 17-9.4 24-4-0 24-8-n Plate Offsets (X,Y)=-[2:0-4-0,0-1-15],[4:0-3-0,0-3-4] [13:0-4-0,0-2-1] LOADING (psf) SPACING- 2-0-0 : CS1. DEFL. in (loc) 'I/deft Ud PLATES GRIP TOLL' 20.0 Plate GripDOL 1.25 : :0:70 : Vert(LL). . 0.16:22-37 >999 240 -" MT20 .:244/190: TCDL 7.0 Lumber DOL' 1.25 ITC BC 0.66 ' Vert(CT) -0.21 22-37 >995 .180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.06:. 13 n/a n/a BCt7L_ 10.0 Code FBC2020/TP12014'' Matrix-MSH Weight: 160 lb FT= 20°° LUMBER- : BRACING- .. .. _ .. _. .... ... TOP CH.ORD 2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied or 4-7-1-oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or.6-0-0 oc bracing.' 9-17: 2x4 SP,No.3, 1346: 2x4 SP No.2 P . JOINTS 1 Brace at Jt(s): 23, 24, 25 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-3-0, 2=0-8-0, 17=0-8-0 Max Horz 2=241(LC 9). - ' Max Uplift 13=-433(LC 10), 2=-421(LC 10), 17=-502(LC 10) Max Gray.13=415(LC 1), 2=737(LC 1), 17=817(LC 1) FORCES.. - (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4— 959/593, 4-5=-232/254, 6-7=-152/321, 7-8=-168/326, &9=-161/276, 11-:13=-384/650 BOT CHORD 2-22=-443/915,.20-22=-443/912, 19=20=-443/912'I 18-19=-443/912, 17-18=-443/912, . 16-17=-383/625, 15-16=-450/320, 13-15=-450/320 WEBS 4-22=0/321, 4-25=-885/570, 24-25=-843/547, 23-24=-875/576, 23-26=-887/549, 17-26=-876/589, 11-15=-308/1551'16-27=-264/623, 11-27= 263/603 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll;'E C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior 2E -1-4-0 to 1-8-0, Interior 1 1-8-0 to 11-4-0, Exterior 2R 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 zone; cantilever right exposed ; end vertical right - exposed; porch right exposed;C-C formembers.and forces & MWF.RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 3) Truss designed for wind.loads in the plane of the truss.only: -For Studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building' designer as per ANSYTPI 1. 4) Building Designer / Project engineer responsible for;verifying applied roof live load 'shown covers rain loading requirements specific to the use'of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other: live loads: :' 7) `.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 tall by 2-0-0 wide Will fit between the bottom chord and any other members.. 8) Lumber designated With a "P" is pressure -treated With preservatives. Plate. Lateral resistance values have been 'reduced 20 % where . . used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other. n VelePE No.68182 Joaquin z Velbnc. suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion : M[Tek FL Cart 6634 protection is required, and :G185 galvanized plates maybe used with this design.. Incising factors have not been considered.for this 6904'Parke East Blvd. Tampa FL33610 design. Building designer to verify suitability of this product for its intended use.: Date: 9) Provide mechanical cofinection (by others) of truss, to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 13=433, 2=421, 17=502. August 19,2021 ' : 0 WARNING -Verify design'parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE.: ° Design valid for use only with MiTek® 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 verify the 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 only. Additional temporary and permanent bracing.. .. MIT�'.K° " is al waysrequired 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, see ANSVTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. Safety Information available from Truss. Plate: Institute„2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2117 CR 1 OX20 LANAI NO HS 'T25080146 2819524 CO2 SPECIAL TRUSS 1 1. Job Reference (optional) Builders htrstsource (I lant cny, I-L), . Plant Glty, rL = 3356/, 6.43u s .lun 2 zuzl MI I eK Inaustnes, Inc.. i nD ADg 1 U u1J:Z1:ub ZuZI . rage I ID K C vgg?5J :xZpBkWmmOHCg6fGUWA sgrz f2U-feAhkX ymLCy _BROfaALCFiIHi193W nsVsLOx1 N -1-4-0 , 8-4-12 - 14-4-0 1T-3.4 24-8-0 _ 26-0-0 1-4-0 8.4-12, '5-11-4 2-11-4 7-4-12 .1=4-0 4x8 Scale = 1:51.4 . 8.00. 12 4 3x4 i .. .. 2x4 I 3x4 = 3x4 = ST1.5xS STP.= 6x8 = B-4.128-10-14 14-4.0 i6-8-0 : 17 3 4 24-4-0 2q-6=0 8.4-12 6- 5.5-2 2-4-0 . 7- :7-0-12 0-4-0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81; [3`.0-4-0,0-3-01, [4:0-5-2,0-2-01; [6:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) : 'I/dell L/d PLATES, GRIP TCLL 20.0 Plate drip'DOL :1.25 TC.: 0.68 Vert(LL).. :0.30:: 8-19 >305 240 MT20 244/190: TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) ' . 0.25-,8-19 >357 .180. BCLL 0.0 '.. Rep Stress Incr YES WB 0.72 .. Horz(CT) ' -0.02, . 6 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix-MSH " Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11=11 oc purlins. BOT CHORD .2x4 SP No.2 `Except' ' : ' BOT CHORD Rigid ceiling directly applied or.6-0-0 oc bracing. - 5-9: 2x4 SP No.3. " WEBS 2x4 SP N6.3 REACTIONS... . (size) 2=0-8-0, 6=0-3-0, 9=0-8-0' Max Horz 2=253(LC 9) Max.Uplift 2=-426(LC 10), 6=-464(LC 10), 9=-466(LC'10). Max Grav 2=699(LC 1), 6=362(LC 20), 9=911(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-894/596, 3-4=-306/3B9, 4-5=-163/398, 5-6= 148/276 BOT CHORD 2-12=-433/827, 10-12=434/825, 8-9= 40P/764, 5-8=-353/426 ' WEBS 3.12=0/333, 3-10=-725/529, 4-10=-241/477, 4-9=-630/113 NOTES- 1) Unbalanced roof live loads have been considered for this design...- 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-.1-4-0 to 1-8-0, Interior(]) 1-8-0 to 11-4-0, Extedor(2R) 11-44to 17-2-6, Interior(]) 17-2-5 to 23-0-0, Exterior(2E).23-0-0 to 26-0-0 zone; cantilever left and right exposed.; end.vertical right " .. exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for_verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 alive. load of20.Opsf on the bottom:chord in -all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=ib) 2=426, 6=464, 9=466:" Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 East Blvd Tap 10 6904 Parke E Tampa FL 336 Date:. . ' August 19;2021 . ' 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® 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 verify.the 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/orchord 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, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL j36610 Job Truss q Truss Type a, City Ply 2117 CR 10X20 LANAI NO HS T25080147 2819524 CO3 SPECIAL TRUSS ' Job Reference (optional) Builders FirstSource (Plant Gtty, F-L), . Plant laty, t-L - 33bti/, 1-4-0 ..:6 4 12' 1-4-0 8-4-12 ti.43U s .lun Z ZU41 Mt r eK Inoustrres, inc. I nu mug r u uo;e 1 :uo GVG r r-dye r ID:xZpBkW mmOHCg6fGU W AKsgrzCf2U-feAhkXv9g45J_BROfaALCRI HgIBuW nsVsLOx1 NymLCy 14.4.0 17-3.4 23-6.0 . 24-6-01:26-0-0� 5-1 -4 2-11.4 6-2-12 1-2-0 4x8 Scale =1:51.4 6.00 12 4: 3x4 5�- 2x4 11 3x4 3x4 = ST1.5xB STP.- 6xB — za•e-o .. 6-4-12 8�10-14 14-4-0 '16 8 --0 " 17-3-p 23-6-0 0 23ra-0 8-4-12 .6- 5-5-2 Plate Offsets (X Y)-- [2:0-2-10 0-1-81[3:0-4-0 03-0] [4:0-5-2 0-2-0] [6:0-1-4,0-0-2] {6:0-0-4,Edge] LOADING (psf) 'SPACING- 2-0-0' CSI. DEFL. in (loc) : 'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip'DOL: 1.25 TC - 0.68 Vert(LL)..: : 0.18:12-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC . 0.63 Vert(CT) . -0.27 12-15 >761 180 BCLL 0.0 Rep Stress Incr . YES WB 0.72 . Horz(CT) -0.02 . 6 n/a n/a BCDL, 10.0 Code FBC2020/TP12014" Matrix-MSH Weight: 130lb FT=20% LUMBER -a BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 'Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or.6-0-0 oc bracing. 5-9: 2x4 SP No.3. WEBS 2x4 SP No.3 " WEDGE Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 6=0, 4-0 Max Horz 2=253(LQ 9) Max Uplift 2= 430(LC 10), 9=413(LC 10), 6=513(LC 10) Max Grav 2=703(LC 1), 9=867(LC 1), 6=402(LC 20) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2r3=-903/619, 3-4= 315/413, 4-5=-164/414, 5-6=-129/301 BOT CHORD 2-12=-455/827,: 10-1 2=-455/825, 8-9=-348/657, 5-8=-305/370 WEBS 3-12=0/333, 4-10=-237/477, 3-10=-724/528, 4-9- 639/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1.60mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft;.eave=4ft; Cat. _ .. II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-470, Exterior(2R) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 zone; cantilever left and right exposed-; end vertical right exposed; porch right exposed;C=C formembers and forces &'MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the. use of this truss component..: 4) This truss has been designed fora 10.0 psf bottom chord. live load nonconcurrent with any other live loads. 5) ' Tfiis 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 ohord and any other members. 6) Provide mechanidal connection (by others) of truss to bearing plate Capable of: withstanding 100 lb uplift'at joint(s) except Qt=lb) 2=436, 9=413, 6=513. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. August'19,202'1 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:: - Design valid for use only with MiTek® 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 vedfy.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/orchord 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, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd: ' Safety Information available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job q Truss Truss Type Qty Ply 2117 CR 10x20 LANAI NO HS T25080148 2819524 C04 Special Truss 1 ' 2 Job Reference (optional) t3wtoers rtrst5ource (mans K;ity, t-L), 1-4=0 mant t ny, rL - 3351ii, 7-1-8 10-1-12 tf.4ju s uun z zun MI I elK Ineusmes, Inc. I nu Hug i a uo:z i:ur zuz r rage I ID:xZpBkW mmOHCg6fG UWAKsgrzCf2U-b11 R9DwOCcL1 ESbnm?CpHsgZNYpF—gkoJfV25GymLCw 14.4-0 17-3.4 20-5-14 _ 24-0.0 1-4-0 " 7-1=8 3.0,4 4-2-4 2-11-4 3-2-:10 3-6-2 7x8 Scale =1:50.8 1 6.00 F,2 .5 14Z>1:. -A 1 �1 " O ST1.5x8 STP= 4x6 8 m IT. 0 0 0 K4 II . LG Iu 4x12 11 7x8 = 7x8 = ST.1.5x8 ST.P=. 4x1.2 11 7-1-6 10-1-12 14-4-0 16.8.0 1�-3-p 20-5-14 23.8-0 24 Q-0 7.1-8 3.0-4 4-2-4 2-4r0 7- 3-2-10 3.2-2 4 0 - rtatevnsets ln, T 1-- tcu-u- Ic,u-uro1, ta.u-c4,uro-u1, to:u- I-o;u-r- IUL L I I.u-v-u,u-4-yt, t rc.u-y-u,u-rro1 .. .. ...... . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl L/d PLATES GRIP TCLL -:20.0 PlateGrip-DOL: 1.25 TC. 0.93 Vert(LL). - .0.22.: 13 >943 240 MT20 244/190: TCDL BCLL BCDL 7.0 0.0 ' 10.0 Lumber DOL. 1.25 Rep StressInor' NO Code FBC2020fTP12014 BC . 0.89 WE' 0.83. Matrix-MSH Vert(CT) -0.23 Horz(CT) 0.05-. 13 >888 180 10 n/a n/a Weight: 306lb LUMBER- BRACING- ... .. .. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SF No.2 'Except .. BOT CHORD Rigid ceiling directly applied or.6-0-0 oc bracing. 2-12i 2x6,SP M 26, 6.-10: 2x4 SP No.3, 10-12: 2x6 SP No.2 WEBS: 1 Row at midpt . 4-11,.5-10 . ... .. ' ' WEBS 2x4 SP No.3 "Except" .. 4-12,5-11:'2k4 SP No.2 SLIDER Right 2x6 SP No.2'1-11-12. REACTIONS. (size) 8=0-4-0, 2=0-8-0, 10=0-8-0 Max Horz 2=241(LC 7) Max Uplift,8=-257(LC 8), 2=-3063(LC 8), 10=-3897(LC 8) Max Grav 8=210(LC 18), 2=4730(LC 13), 10=7196(LC 13) FORCES.. (lb) - Max. Comp./Max. Ten. , All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 9942/6374, 3-4= 7.181%4261, 4-5=-2789l1612,.5-6 129/265, 6-8=-251/190 BOT CHORD 2-13=r5705l8974, 12-13=-5599/88421 11-12=.3579/6310, 10-11=-1230/2491, 9-10=466/485, 6-9=-410/367 WEBS _ _ _ 3-13==3200/3983; 3-12=-3844/3126; 4-12=-3857/6390, 4-11= 5967/3671, 5.1i=-39170489, 5-10=4895/3416 NOTES- . . 1) 2-01y truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as: follows: 2x4 - 1 row at 0-9-0 oc. FT=20% Bottom chords connected as follows; 2x6 - 2 rows staggered at"0-9-0 oc, 2x4 - 1 row at 0-9-0 oc: Webs connected as follows: 2x4 - 1:row at 0-2-0 oc, Except member 12-3 2x4.= 1 row at 0-9-0 oc, member4 12 2x4 - 1 row at 0-9-0 oc, member-11-4 2x4 - 1 row at 0-9-0'oc: member 11-5 2x4 - 1 row.at 0-9-0 oc, member 10-5 2x4 = 1-row at 0=9-0 oc. 2) AlHoads are considered. equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live; loads have been considered for this design. 4) Wind: ASCE7=16;:Vult=160mph (3-.second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; 11=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.; GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical right exposed; porch right exposed; Lumber DOL=1.60.plate grip DOL=1:60 ' 5) Building Designer/ Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to#lie use of this truss component. 6) This truss has, been designed fora 10.0 psf, bottom chord live load .nonconeurrent With any other.live loads. .. 7) " This truss has been designed for a live'Idad of'20.Opsf on the bottorti'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE. No.68182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL'Cert 6634 8) Bearing at joint(s) 10 considers parallel to grain value using ANSIffPI 1 angle to grain.formula. Building designer should verify 6964 Parke East Blvd. Tampa FL 33610 - capacity of bearing surface. Date: 9) Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding,100 lb uplift at joint(s) except at=lb) 8=257; 2=3063, 10=3897. August 19;2021 ddroiarr�tl)-in span(s): 36-9-0 from 7-1-8 to 16-8-0 ' ' A WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, dot 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 preyent.buckling of individual truss web and/or chord members only. Additional temporary and�permanent bracing. MiTek':.. is always required for stability and to prevent collapse.with possible personal Injuryand property damage. For general guidance regarding the , . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 736610 Job Truss Truss Type oty Ply 2117 CR 10X20 LANAI NO HS T25080148 2819524 C04 Special Truss 1 2 Job Reference (optional)' & WARNING -Verify design:parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.. Design valid for use only with MiTek® 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 verifythe applicability of design parameters and, propedy 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. _ .. 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, see, ANS11TPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL36610 Job Truss Truss Type City Ply 2117 CR 10X20 LANAI NO HS T25080149 2819524 "' C05' COMMON TRUSS 1 1: Job Reference (optional): tbuuaers t-ustbouree Imam silty, r-I_j, rtam city, rl_ - Jsbb/, o.vau s ,iun a eUz i rva i eK ineustries, urc.. I nu „ug 1 a uo;e r:uo cuc rdye r IDixZpBkW mmOHCg6fGU W AKsgrzCf2U-3DrpNZx2zwTurbAzKjj2g3NvOyLnj 1 uxYJEbdiymLCv 8-8-0 17-4-0 18-8-0 8-8-0 8.8-0 1-4-0 Scale =1:33.1' . 4x4 q. 7 I" I v 0 2x4 11 2x4 11 2x4 11 5x8 = 2x4 I I 2x4 11 2x4 II 1740 .... . 17-4-0 Plate Offsets (X Y)--' [2:0-4-0 0-2-11, [12:0-4-0,0-2-11, [17:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip-DOL ' :1.25 TC .0.20 Vert(LL)..: -0.00: 13 n/r -180 MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.04 Vert(CT) . -0.00 13 n/r -.120 - BCLL 0.0 '.... Rep Stress Inor YES WB 0.07... Horz(CT) 0.00 . 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 89 lb 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 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 . REACTIONS. All bearings 17-4-0. (lb) - Max Horz 2=173(LC 9) Max Uplift All uplift 100 lb or less at joints) 18, 20, 16, 14 except2=-162(LC 10), 12='162(LC 10), 19— 100(LC :10); 15=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 1'2, 17, 18, 19, 20, 16, :15, 14: " FORCES. (lb) -Max. Comp./Max.. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 6-7=-77/275, 7-8=-77/275 NOTES, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 1-8-0; Exterior(2N) 1-8-0 to 5-8-0, Comer(3R) 5-8-0 to 11-8-0, Exterior(2N) 11-8-0 to 15-8-0, Comer(3E) 15-8-0 to 18-8-Ozone; cantilever left and right exposed ;C-C for members and forces &-MWFRS for reactions shown;' Lumber DOL=1.60 plate grip, DOL=1.60 3) Truss designed for wind loads. in.the plane of the truss only. For studs exposed to wind.(normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. " 4) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -" 5) Gable requires:continuous bottom chord bearing: 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % Where .. used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If:ACQ, CBA,.or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates maybe used: with this design..lncising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection(by.others).of truss to bearing plate capable of Withstanding 100.lb uplift at joirit(s) 18, 20, 16, 14 except Gt=lb) 2=162, 12=162, 19=100,' 15=100:: .. Joaquin Velez PE No.66164 MITek USA, Inc. FL CeR; 6634 6904Parke East Blvd. Tampa . l: 33610 , Date: "' " August 19;2021 Q WARNING -Verily design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 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/orchord 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, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL •36610 Job a Truss Truss Type Qty Ply 2117 CR 1 OX20 LANAI NO HS T25080150 2819524 C06 COMMON TRUSS 1 1: Job Reference (optional) eiuiioers rirslzlource Iriani ldty, rLj, rianl L tly, rL - JJDOi, BAJJ JuL GUL 1 IVII I UK II IUU,UICJ, II IU. • I I Iu HUIk I.7 uc.G 1— — 1 GlY ,. I I D:xZpBkU n W mmOHCg6fGU W AKsgrzCf2U-XPP. BavygkDblTlkAuQEHMHvvYMVUSkk5nz_8ABymLCu 1-4-0 4-7-4 B-8-0 =12-8-12 17.4-0 18-8.0 4-7-4:' 4r0-12 470712 4-7-4 1-4-0 Scale: 3/6-=1' 6x8 3 44 = 5x8 = 44 = 8-8-0 17-4=0 8.8-0 8-8-0 Plate Offsets (X,Y)-=' [2:0-1-8,Edge], [3:0-5-0,0-1-12], [4:0-1-8;Edge]; [6:0-4-0,0-3-0] LOADING (pso " SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES_ GRIP TCLL 20.0 Plate Grip DOL ' .1.25 TC.: 0.95 .' Vert(LL). 0.19: 6-12 >999 240 - MT20 244/190:. TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.32 6-12 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 4 n/a r1/a BCDL. 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 65 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 or 6-11-6 oc bracing. WEBS 2x4 SP No.3 ... REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=185(LC 9) Max Uplift 2=-403(LC 10),4=403(LC 10) Max Grav 2=713(LC 1), 4=713(LC 1) FORCES. (lb) - Max. Comp./Maz. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/721, 3-4==917/721 BOT CHORD- 2-6=-374/737, 4-6=-374/737" WEBS 9-6=-33/404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16,; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C;:Enci., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, interior(1) 1-8-0 to 5-8-0, Exterior(2R) 5-8=0 to 11-8.0, Intenor(1) 11-8-0 to 15-8-0, Exterior(2E) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10..0. psf bottochord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a libottom chord load of on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=403, 4=403. Joaquin Velez PE. No.68182 MiTek USA, Ino. FL Cert. 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 19,2021 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE..: - - • Design valid for use only with MiTek® 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 verify;the 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 only. Additional temporary and permanent bracing. MiTek' Is alwaysrequired 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, see. ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2117 CR tOX20 LANAI NO HS T25080151 2819524 CJ1 JACK -OPEN TRUSS 4 ....1; Job Reference (optional) builders hlrst6ource (Plant Gtty, rL), Plant Gtty, hL - 33b67, 8.43U s Jun Z ZUZI MI l eK Inaustnes, Inc.: I nU Hug 19 U8:Z1:1 U ZU11 :Pagel ID:xZpBkW mmOHCg6fGUWAKsgrzCf2U,OczaoEzlVXjc5vJMS81WvUSFVml HBDOE?djiibymLCt -1=4-0 : 0-11-4 1.4r0 0.11-4 Scale = o .. m... .... d N :. 'O: :. .. .. 0-11-4 0-11-4 Plate Offsets • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/dell _' Ud PLATES ' GRIP . . TCLL 20:0 ". PlateGriDOt. p :1.25 " TC :0.23 ' " Ve'rt(LL), . 0.00: " 5 >999 240 ": . MT20 244/190 . TCDL 7.0 Lumber DOL . 1.25 BC . 0.04 Vert(CT) - . 0.00 5 >999 .180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00.. 4 n/a n/a BCDL 10.0 'Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20 % LUMBER- BRACING - TOP CHORD '2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) ' 3=Mleeharlical, 2=0-8-0, 4=Mechanical ; Max Horz'2=79(LC 10) Max Uplift 3=-3(LC 1'),.2=-195(LC 10),'4=-15(LC 1) Max Grav 3=20(LC 10), 2=158(LC 1), 4=44(LC 10) FORCES. (lb) - Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown.: NOTES 1) Wind: ASCE 7-16;:Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. " 11; Exp.C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;PC for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip.DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has, been designed fora 10; 0 psf, bottom chord live load nonconcurre.nt with any other live loads. 4) ' This truss has been designed for a live'load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide " will fit between the bottom chord and any other members. 5) Refer to girder(s) for. truss to,truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MITak® 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 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 MOW - is always required for stability and to prevent collapse.with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Truss. Plate:Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2117 CR 10X20 LANAI NO HS T25080152 2819524 CJ1P- :: Jack -Open Truss -' ': 4 1: Job Reference (optional): CUIIDers rlrsiaource (rlani L ny, rLi, : rtani ldiy, rL - dd0b/, mgou s Jun Z ZUZI IVII 1 eK Inousines, 1nc.. I nu HUg I tr Ub:Z I: I U ZUZ 1:. rage I ID:xZpBkW mmOHCg6fGU W AKsgrzCf2U-OczaoEzl VXjc5vJMS8l W vUS FVm1 HBDOE7djiibymLCt -1-4-0 0-11-4 f 1-4-0 0-11-4 Scale =1:7.6 3 6.00 F12 2 4 1 0-11-4 0 11 4 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' : TC 0.23 Vert(LL) 0.00 5 : >999 240 MT20 244/190 TCDL 7.0 Lumber DOL : " 1.25 BC 0.04 • : Vert(CT) : 0.00: 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) . 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.-' BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical; 2=0-3-0, 4=Mechanical .. Max Horz 2=79(LC:10) . Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4— 22(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mpo; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4111; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6b 2) Building. Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to'girder(s) for truss to truss connections. . 6) Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding 100 lb uplift at joint(s) 3,.4. except (jt=lb) 2=213. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cert:6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: ugust 19,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building cbmponent,'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 weband/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, see. ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss. Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL :36610 Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080153 2819524 CJ3 Jack-Open Truss 4 1: : Job Reference (optional): tsueeers rlrstaource trianr uny, I-L), . riant urty, rL • oonal, 0.40V 5 Jun L L 1L 1 IVII I VA 11 IVUb L11 by 11IV. . I W _.0 1 b VU.G 1. i i avc i. .l ayc 1 I D:xZpBkW mmDHCg6fGU W AKsgrzCf2U-UoXy?a_wGrr.Ti3uY?rHI Ri?OFAMOwgeOEHTFEI ymLCs -1-2i 2-11-4: 1-4-0 2-11-4 . . Scale =1:12.7 3 6.06 F12 rn .. .. .. .. .. .. ... .. .... .. "2 ... N .. . . .... .. .. .. ..: .. x8 TP= .. .. .. Q, 4 2x4 - 2-11-4 - 2,11-4 Plate Offsets (X Y)==' [2:0-4-0 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell ' Ud PLATES GRIP TCLL : 20.0 Plate Grip DOL"" .1.25 TC.: .0.23 :: Vert(LL)..: :-0.01:' 4-7 >999 240 MT20 :.244/190: TCDL ' . . 7.0 Lumber DOL . 1.25 BC 0.11 Vert(CT). -0.01- 4-7 >999 18b BCLL 0.0 *: Rep Stress Incr . YES WB 0.00 HOrz(CT) 0.00:. 3 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 p TOP CHORD Structural wood sheathing directly applied or 2-11:4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. " REACTIONS. (size) '3—Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC'10), 2=-157(LC 10)" Max.Grav 3=68(LC 15), 2=195(LC.1), 4=49(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (Ib) :or less except when shown. .. NOTES- 1) Wind: ASIDE 7=16;"VuIt=160mph (3-second gust):Vasd=124mph; TCDU=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp.C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces:& MWFRS:for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has-been designed fora 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) Refer to girder(s) for truss to.truss connections.' 6) Provide mechanical connection (by others) of truss,to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except O't=lb) 2=157. Joaquin VeleL PE" No.88182 MiTek USA, Inc. FL Cert:6634 as Blvd. a East 0 Date: ... ... ... ...... .. August 19;2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.: - Design valid for use only with MiTek® 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 verifythe applicability of design parameters and properly incorporate this design linto the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ... �A 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, see, ANSIITP11 Quality Criteria, DSB-89'and SCSI Building Component 6904 Parke East Blvd. ' Safety Information' available from Truss, Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 p p Tampa, FL :36610' Job Truss Truss Type 1 Ply Ply 2117 CR 1 OX20 LANAI NO HS T25080154 2819524 CJ3P Jack -Open Truss 4 Job Reference (optional) rldrll Vlly, rL-00001, I D:xZpBkW mmOHCg6fGU W AKsgrzCf2U-UoXy?a_wG rrTi3uY?rHI Ri?Q FALAwgeOEHTFEI ymLCs 1-4-0 2-11-4: is r 1-4-0 2-11-4 . Scale=1:12.7 .: 3 2-11-4:. 2-11-4 . Plate Offsets (X Y)-- [2•Edge 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/dell. Ltd PLATES GRIP TCLL 20.0 Plate'Grip DOL .1.25 TC.: :0.23 :. Vert(LL). : : 0.02: 4-7 >999 240 MT20 244/190 TCDL . 7.0 Lumber DOL . 1.25 BC._ 0.19 Vert(CT) . -0.01 4-7 >999 .180 BCLL 0.0 ':.:. Rep Stress Incr YES WE 0.00.:. Horz(CT) -0.003 n/a n/a BCDL' 10.0 :'Code FBC2020/TPI2014 ;' Matrix -MP Weight: 12lb FT=20%:';' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD .. 'Structural wood sheathing directly applied or 2-114 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (size) ' 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=132(LC 10) " Max Uplift 3=-62(LC'10), 2=-212(LC 10), 4=-41(LC 7) ' Max.Grav 3=61(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown.: " NOTES- 1) Wind: ASCE 7-16;.Vult=160mph (3=second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and -right.exposed ; porch left exposed;C-C for.members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Projeoi engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss comporlerit. 3) This truss has been designed fora 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) Refer fo girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding' 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=212. Joaquin Velez PE. No.68182 s ' t e ,:nc.. e .. ...... .. .. .... 6904 Parke East Blvd. Tampa FL 33610 . Date: ... ...... .. August'19;2Q21 ® WARNING - Verity design:parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: " Design valid for use only with MiTek® 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 verify;the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web members only. Additional temporary and permanent bracing A MiTek". prevent and/or,chord .. is always required for stability and to prevent collapse_with possible personal injuryand property damage. For general guidance regarding the � . - . fabrication, storage; delivery, erection and. bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89'and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 .. ...... .. ... ..... ... .. ... .. , U( { , ... ...... .. ... ... .. .. .... . Job Truss Truss Type Ply Ply 2117 CR 10X20 LANAI NO HS T25080155 2819524 CJ5 " :: Jack -Open Truss 4 .1: Job Reference (optional): builders t-IrstSource (Plant Luty, t-L), . Plant Glty, rL - 33561, 6.43U'S JUn 22021 Mi I eK Industries, Inc.: I nU Aug 19 U6:21:12 2U21 Yage l ID:xZpBkWmmOHCg6fGUWAKsgrzCf20-y_5KCw_Y18zKKDTkZYo_vXWRZdHf7uXTxCpnTymLCr -1-4.1 4-11-4 1.4.0 4-11-4 ' "p Scale =1:17.6 . 3 ..d 6.00 _12 .. .. .. .... .. .. N W .. .. .. N N:: .. .. " 2 ST p = 4 3x4 4-11-4 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : 'I/defl Ud PLATES., GRIP TCLL 20.0 Plate Grip DOL:' 1.25 TC 0:52 : Vert(LL). 0.06: 4-7 >999 240': MT20-:.244/190: TCDL 7.0 LumberDOL. 1.25 BC 0.39 Verl(CT) -0.06 4-7 >908 180 BCLL 0.0 ' • .. Rep Stress Incr YES W B '0.00.: - Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 20 LUMBER- " BRACING- — TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz'2=185(LC 10) .Max Uplift'3— 107(LC 10), 2=-1.67(LC 10) Max.Grav 3=127(LC 1:5), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. -All forces 250 (lb) :or less except when shown.. . NOTES- 1) Wind: ASCE7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B= 5ft; L=24ft; eave=4ft; Cat. ... II; Exp.C;' Encl.; GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and " forces:&.MWFRS:for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 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) Referto'girder(s)for. truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=107, 2=167. Joaquin Velez PE, No.68182 . , MiTek USA, Ino, FL Cert; 6634 690. Parke East Blvd. Tampa L 33610 . . Date: .. ...... ugust'19;2021 ' _ ® WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:' Design valid for use only with MiTek® 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 verifythe 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, _ 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 trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. Saferylnformation available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Ply Ply 2117 CR 1OX20 LANAI NO HS T25080156 2819524: CJ5P Jack -Open.. Job Reference (optional): 4-11-4 LOADING (psf) SPACING- 2-0=0 CS1. p :DEFL. in (loc)- I/defl L/d PLATES' GRIP TCLL' 20.0 .: r Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.16 4-7 >359 • 240 MT20 244/190 TCDL 7.0 Lumber DOL.: 1.25 BC.:..o,73 :: Vert(CT).. 0.15: 4-7 >396 180 BCLL 0.0 Rep Stress Incr YES W13. 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC202OnPI2014 Matrix -MP: Weight: 18 Ib . FT _. 20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD 'Rigid ceiling directly applied or. 10-0-0 oc bracing. REACTIONS. (size)-. 3=Mechanical; 2=0-4-0, 4=Mechanical Max Hori'2=185(LC 10) Max Uplift 3- 122(LC 10), 2=-261(LC 10),:4=-75(LC 10) Max Grav 3=116(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES.' (Ib) - Max. Comp./Max. Ten.'- All forces250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf{ h=15ft; B=45ft; L=24ft;'eaye=4ft; Cat. II; Exp C; Encl.- GCpi=6.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C=C for members and ' forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building.Designer:/ Project engineer responsible for verifying applied roof live, load shown covers rain loadingrequirements specific' to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurreni with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all"areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to'girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) 3=122, 2=261. Joaquin Velez PE. No.69182 . MiTek USA, Inc, FL Cart.6634 6904 Parkli East Blvd. Tampa FL 33610 - Date:. .. August 1 %2021 Q WARNING - Verify design:pararneters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ 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 vedfy;the applicability of design parameters and propedy 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 MiTek°. is always required for stability and to prevent collapse with passible personal Injuryand property damage. For general guidance regarding the - - fabrication, storage; delivery, erection and. bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate: Institule,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 .. .... ... ... .. .. ... ...... .. f i r► , .. ...... Job Truss Truss Type Qty Ply 2117 CR 1 OX20 LANAI NO HS " T25080157 2819524 -: EJT JACK -OPEN TRUSS 29 Job Reference (optional): builders hirst50urce (Plant Ulty, FL), :: t lant Gty, I-L = 33557, 8.430's Jun 2 2021 Mil ek industries, Inc.: I hu Aug: 19 08:21:13 2021.:f age'1 """ " ID:x2pBkWmmOHCg6fGUWAKsgrzCf2U-QBfiQG?BoS5AyN2x7GJDX74cNzuhOZ8gibyMJvymLCq 1 4 0 7-0-0 ' 7-0-0 ... .... .. .. .. .. Scale — 23 0 3 T CA .. ... .. .. v ... ...... .. .. y .. ... .. .. v ... ...... .. .. y 04 7-0.0 7-0-0 Plate Offsets (X,Y)=-[2:0-1-4;Edge] LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) . 1/defl Ud PLATES GRIP TCLL . 20.0 :' Plate Grip DOL: :1.25 TC. -:0:89 :: Vert(LL)..: . 0.20:: 4-7 >410 ' 240 :: MT20 244/190, : TCDL 7.0 Lumber DOL . 1.25 BC:. 0.16 Vert(CT) . -0.23 4-7 >368 180 BCLL 0.0 * .. Rep Stress Incr YES W B 0.00 :. Horz(GT) 0.0.1 3 n/a n/a BCDL: 10.0 Code FBC2020[TP12014 Matrix -MP Weight'. 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD 'Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-5 oc bracing. ... ... .. .. REACTIONS. (size) ''3--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) - Max:Uplift 3=-162(LC 10), 2=-185(LC' 10) wr Max.Grav 3=188(LC 15), 2=336(LC 1), 4=124(LC 3). FORCES. (lb) - Max. Comp:/Max. Ten. -All forces'250.(Ib).or less except when shown.. - NOTESwo 1) Wind: ASCE7=16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp.C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-5-5, Exterior(2R) 278-5 to 6-1:1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip D L=1.60. 2) Building Designer/ Project engineer responsible for:verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component... 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 9-6-0 tall by 2-0-0 wide will fit between the bottom.chord and any other members..... 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s)'except Qt=lb) 3=162; 2=185: Joaquin Velez PE.No.68182 Mi rek USA, ]nc. FL Cent 6634 • - 0 arke EastBlvd. Tampa, Date: tagust 19;2021 .. . .. . .. . . 0 WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.:: : . -Design valid for use only with MiTek® connectors. This design is basedonly upon parameters shown; and is for an individual 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 trussweb and/orchord 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, see ANS11TPl1 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss. Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 . .... ( b4) r' Job Truss Truss Type Qty Ply 2117 CR 10X20 LANAI NO HS T25080158 2819524 EJ7P .. Jack -Open 4 1 Job Reference (optional) tiuuoers rtrst6ource (Flan silty, t-. L), .. flan cuy, rL = 3356/, .. 6.43U s Jun 2.ZU21 MI I eK Inoustnes, Inc.. -I nu Aug 19 U621:14 tun rage i . . . ID:xZpBkW mmOHCg6fGUWAKsgrzCf2U-uND4dcOpZmE1 ZW d7hzgS3Kdp FNA87y8gwF.hvrMymLCp -1-4-0 : 3=3-1 : 7-0-0 1-470. 3-3-.1 3.8-15 Scale =1:22.6 A .1.. .. 3x4 = 7-0 0 . . . 7-0-0 .. m, .. w d rn c%J Plate Offsets X,Y -- [2:0-2-9,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) • Udefl Ud PLATES . GRIP TCLL . 200 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.28 . 6-9 >290 240 MT20 244/190 TCDL 7:0. Lumber DOL . ' 1.25 BC : 0.04 Vert(CT) 0.25:. 6-9 >326 160 BCLL 0:0. ' Rep Stress Incr YES WB : 0:27 Horz(CT) r0.01 6 n/a n/a . . BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 31 lb FT = 20 LUMBER- BRACING- .. TOP CHORD. 2x4 SP No.2 TOP CHORD -.Structural wood sheathing directly applied or 6-0-0.oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2z4 SP No.3 . WEDGE Left: 2x4 SP No.3 REACTIONS.. (size) 4=Mechanical; 2=0-4r0,:6=Mechanical Max.Horz 2=241(LC 10) .. . Max Uplift 4= 87(LC 10), 2=-317(LC 10); 6=-203(LC 10) Max Grav'4=101(LC. 15), 2=334(LC 1),.6=178(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3 313/503 BOT CHORD .: 2-6=-846/293 WEBS 3-6=-317/916 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3=second gust)Vasd=124mph; TIC DL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4=0 to 1-8-0, Interiof(1) 1-8-0 to 2-8-5, Exterior(2R) 2-8-5 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS.for reactions shown; Lumber.DOL=1.60. plate grip DOL=1.60 . . . 2), Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss "component. 3) na 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 I•ive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 tall by 2-0-0 wide will fit between the bott6m.6hord and any other members. 6) Refer to girder(s) for. truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100;lb uplift at joint(s) 4 except at=lb):' 2=21W, 6=203.w. . Joaquin Velez -PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 . Date: August 19;2021 .A WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE. Mll-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is -for an individual building component, itot �- - 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 NliTek'' is always.repuired 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, see : - ANSI/TP/f Quality Criteria; DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate. Institule,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. .. .. . .. . .. Tampa, FL 86610 . . . -,i I ba . .. .. . . .. .. . Job Truss Truss Type Oty Ply 2117 CR 1 OX20 LANAI NO HS T25080159 2819524 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) uunaers rirsioource irranl Utry,.r. cj, .. riant ury, rL - 1730or, 0.140U 5 JUII CAUL I MI I en e1UUSWtls, IIn [U. I u nuy a uo.c I.ID c�c I rays I . I D:xZpBkW mmOHCg6fGU WAKsgrzCf2U-MZnTryl RK3MuBgCJEhLhcY9_9nYaslzz9vRTNoymLCo 1-10-10 3-5-10 9-10-13 3.5-10 6-5-3 ' Scale=1:22.0 3-5-10 Plate Offsets (X Y)-- [2.0-2-11 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc.) _ I/defl L/d 'PLATES GRIP TCLL 200 Plate Grip DOL. 1.25 TC "0.75 Vert(LL)-0.08 " 6-7 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC : 0.80 Vert(CT) : -0.22 6-7 >529 180 ' BCLL 0.0 Rep Stress Incr NO W B : 0:75 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 Sl' No.1 TOP CHORD Structural wood sheathing directly applied or 5-6-2.oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or7-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=292(LC 8) Max:Uplift 4=-298(LC 8), 2=-234(LC 8), 5=-53(LC 8) . Max Grav 4=342(LC 13),-2=413(LC 1), 5=303(LC 13) - FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/269 BOT CHORD' 2-7= 515/977, 6-7=-515/977 WEBS 3.7=0/300, 3-6— 998/526 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and,right exposed; Lumber DOL=1.60 plate grip DOL=1:60 2) Building _Designer % Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 26.Opsf on the:bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 fb uplift at joint(s) 5 except Qt=lb) 4=298, 2=234. 7) In the LOAD CASE(S).sectiorl, 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 IhOease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vertr 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F= 40, B=.40); 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.66182 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 19,2021 .Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� ��. .. Design valid for use only with MiTek® connectors. This design is basedoniy upon parameters shown, and,is for an Individual building component, not . A truss system. Before use, the building designer must verify the appiicabil(ty of design parameters and properly incorporate this design into the overall. building.design, Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek' , prevent 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, see. . ANSM11 Quality Criteria; DSB-89'and BCS/ Building Component 6904 Parke East Blvd. Sa/elylnformation. available from Truss Plate, Institute, 2670 Crain Highway, Suite 203_ Waldorf, MD 20601 Tampa, FL 36610 s . i,Y i bw . - Job Truss Truss Type Oty Ply 2117 CR 10X20 LANAI NO HS T25080160 2819524 HJ7P .. Diagonal Hip Girder 2 1 .. Job Reference (optional): tiuuoers t-IrstSource trtant L;try,.t-Li, .. mani L ny, t-L - J:156/, 1-10-10 3-5-9 1-10-10 3.5-9 u.4JU s Jun z zu4 i mi t eK Inausin I D:xZp Bk WmmO H Cg6fG UW AKsgrzCf2 U-IyuD Ge2hnccc( 9.10-13 ' 6-5.4 , tnc.. i nu mug ty uo;e t: i i LUG i Page I AiM6N9hzFGkaFbKCBGdDwaShymLCm Scale=1:22.8 ICT NC. — 44 = 9-10-13 5-5-4 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 FBC2020fTP12014 CSI. TIC 1.00 BC 0.77. WB 0.77 Matrix-MSH DEFL. in (loc) I/dell Ud Vert(LL) 0.21 6-7 >562 240 Vert(CT) -0.21 6-7 >568 180 Horz(CT) : -0.02 5 n/a n/a PLATES . GRIP MT20 244/190 Weight: 44 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 CHORb Rigid ceiling directly applied or5-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) ; 4=Mechanical, 2=0-5-11, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-300(LC 8), 2=-423(LC 8), 5=-240(LC 8) Max:Grav 4=336(LC 13), 2=412(LC 1), 5=299(LC 1)' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-987/728. ". BOT CHORD 2-7=-943/951, 6-7=-943/951 WEBS 3-7=-132/290,3-6=-970/963 '. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads: 4) ' This truss has been designed for a Iive'load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) . 4=300, 2=423, 5=240. 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 w. Trapezoidal -Loads (plf) Vert: 2=0(F=27, B=27.)-t0=4=-134(F=-40, B=-40), 8=b(F=10, B=10)40-5=49(17=-15, B=-15) a. Joaquin Vefbz:PE No.68182 _ MiTek USA, Inc. FL Cert 6634 Y 6904 Parke East Blvd. Tampa FL 3361.0 . Date: . August -19,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® 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 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 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, see : ANS117P/7 Quality Criteria; DSB-89 and BCS/ Building Component 6904 Parke East Blvd: Safely Information available from Truss Plate: Institute,.2670 Crain Highway, Suite 203-Waldorf, MD 20601 .. Tampa, FL'36610 Job Truss ype Qty-. . Ply 2117 CR 10X20 LANAI NO HS T25080161 2819524 P03 FHipGiTdr. Job Reference (optional): l udders Firstsource (I'lant Glty,:FL), - F cant Ulty, FL - 33b6/, n.4su s Uun zzuzi MI I eK Ineustnes, Inc.. I nu rug I a ume I:zU eue r raye I ID:xZpBkW mmOHCg6fGU W AKsgrzCf2U-jXaMuf4a8c_BI R4H 1 ExsJbsrKoEl W iAiJA8E3?ymLCj -1-4-0 3-4-14 7-0-0 , 13-0-0 16-7-2 20-0-0 a 21-4-0 1.4.0. 3-4-14 3-7-2 6.0-0 3-7.2" 3-4.14 " .. ..' 174.0 Scale='1:36.9 .. 4x6 _ .. u 4x8 = 4. 5 4X4 9n-n-n • f-ime urfsets IAC T)-- IZ:U-b-U,U-U-1 UJ I4:U-J-C U-Z-4J [O:U-o-4 U-e-U], Ir:U-tS-U U-U-IUJ - LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL . . 200 Plate Grip DOL 1.25 TC - 0.66 Vert(LL) 0.21 - 9-17 >999 240 MT20 244/190 TCDL 7.0. Lumber DOL : 1.25 BC 0.93 Vert(CT) : -0.21 . 9-17 >999 180 BCLL 0:0: Rep Stress:lncr.. NO WB 0.17 Horz(CT) -.0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except*: .. TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 - REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max.Horz 2=154(LC 7) Max Uplift 2=-1301(LC 6), 7=-1301(LC 8) Max Grav 2=1581(LC 1), 7=1581(LC.1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/2336, 3-4= 2839/2241, 4-5=-2546/2069, 5-6=2837/2241, 6-7=-3002/2336 BOT CHORD 2-11=-1975/2751, 9-11=-1825/2538, 7-9= 1975/2637 WEBS 4-11=-171/456, 5-9=-171/456' NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip. DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4), Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6) * This truss has been designed for a live load of_20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 Ib uplift at joint(s) except at=lb) 2=1301,7=1301. 0) 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) ; 605 lb down and 376 lb up: at 13-0-6, and 605 lb down and 376 Ib'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 .' Joaquin Velez;PE No.68182. Uniform Loads (plf) MITek USA, Inc. FL Gett 6634 Vert: 1-4=-54, 4.5� 117(F==63), 5-8= 54, 12-15=,43(F=23) t Blvd. T 6904 Parke East v . amps FL 33610 Concentrated Loads:(Ib) . Date: Vert: 4=-347(F) 5=-347(F) August 9; 0 .. . .0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� ' Design valid for use only. with, MiTeke connectors. This design is based only upon parameters shown, and is for en individual 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 .. - 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 bracingof trusses and truss systems, see ANSI/TPlI Duality Criteria; DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate, Insiitule,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 86610 Job Truss Truss Type Y. Ply 2117 CR 10X20 LANAI NO HS . .. .. .. T25080162 2819524 P.04: Hip A. " Job Reference (optional) ouuuers r11b10DU1UU tnmH i 11y, rLl, : MATH i.ny, rL - aaooa, 14 -6-9 9-( 4-6-9 4-t 4 nousmes, Inc.- I nU Aug 1'd Ub:Z1:Z1 2UZ1 rage 1 5?5Cvv62vbfTbxS5 rp Pz? CZm F6hsXqunbSymLCi 20-0-0 ' 4-6-9' Scale'= 1:34.0 .: 6.4Ju a Jun Z zu21 MI I eK I D:xZpBkW mmOHCg6fGUW AKsgrzCf2U-BjE 11-0-0 15-5-7 2.0-0 4-5-7 4x4 = 4x4 = 3 :4 4x6 — 3x4 = 5x8 WB=.3x4 = 4x8 = ' 9.0-0 11-0-0 2n-0-o 9-0-0 .. 2-0-0 . 9-0.0.. Plate Offsets (X,Y)--' [1:Edge,0-0-4], [6:Edge,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Noefl Ud PLATES, GRIP TCLL 20:0. Plate Grip DOL 1.25 TC 0.85 ' Vert(LL): 0.53 .7-15 >449 240 MT20 .244/190 TCDL 7.0 Lumber DOL... 1.25 BC .0:94 Vert(CT)....0.47 7-15 >516 180.. ' BCLL 0.0 Rep Stress Incir YES W B 0.35 Horz(CT) -0.05 . 6 n/a n/a - BCDL: 10.0 Code FBC2020/TP12014 Matrix-MSH Vlleight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except a TOP CHORD . Structural wood sheathing directly applied or 5-3-4 ocpudins. "" 3 4: 2x4 SP No.2 " " BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 . WEBS 2x4 SP N6.3' OTHERS 2x4 SP No.3 " REACTIONS.:(size) 1=0-4-0, 6=0-4-0' Max.Horz 1=167(LC 9)' . Max Uplift.l=-738(LC 10), 6=-738(LC 10) Max Grav:1=740(LC 1), 6=740(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces'250 (lb) or less except. when shown. TOP CHORD 1-2=-1294/2702, 2-3==994/2299, 3-4=-838/2138, 4-5=-994/2299, 5-6=-1294/2702 ' .. BOT CHORD . .1-9= 2405/1147, 7-9=-1817/838, 6-7=-2405/1147 WEBS 2-9=-375/679, 3-9=7855/287, 4-7= 855/287,.5r7-375/679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ff; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-6-0'to 4-9-1, Exterior(2R).4-9-1 to: 15-2-15, Interior(1) 15-2-15 to 17-0-0, Exterior(2E) 17-0-0 to 20.0-0 zone; 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) Building. esigner/ Project "engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate. drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 100 Ib uplift;at joint(s) except Qt=lb) 1=738 6=738: Joaquin Velei K No.68183. Ie nc ert 66346904. Parke East Blvd. Tampa FL 33610 .. . Date: August 19;2021 ' Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.': Design valid for use only with, MiTek® connectors. This design is based only upon parameters shown, and'isioran individual 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 . , . , MOW. Is a4vays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - lek• IVI� fabrication, storage, delivery, erection and bracing of trusses and truss systems; see .. , ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL "36610 Symbols PLATE LOCATION AND ORIENTATION14- :..' 3 ' Centerplate on joint unless x, y /4 ' offsets are indicated.:: Dimensions are in ft=in-sixteenths: Apply plates to both sides of truss and fully:embed teeth: t rr _ .. —/4 'For 4 z 2 orientation; locate plates 0- 'V,fi' •from outside edge of trussq. This symbol indicates the . required direction of slots in: connector: plates. * Plate location *.details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate width. measured:perpendicular 4 X .4. , to slots. Second dimension 'is s. the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by.text in the bracing section of the output. Use T-or I bracing if indicated. - 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/fP11: National Design Specification'forMetal Plate Connected .Wood Truss:Construction: DSB-89:. Design Standard for. Bracing. BCSi: Building Component Safety Information,' Guide to Good.Practice.for Handling, .., lnstallirig & Bracing of.Metal Plate' Connected: Wood Trusses, Numbering System 6-478 ... dimensions shown:in:ft-in-sixteenths (Drawings not:to scale) . 1. 2 3 ::TOP CHORDS ci 2 C2-3 p WEBS 4 4. . U V` r, .. a-r aU O o- C7=8 - C6-7 C5-6: O BOTTOM CHORDS 8 7.: .. 6 : .: 5. . JOINTS.ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 'AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO . THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT: NUMBERS/LETTERS. PRODUCT CODE APPROVALS:' ICC-ES Reports: - ES R-1Sy,1,' ESR-1352; , ESR 1988. ' . ' ER-3907, ESR-2362;'ESR-.1397' ESR-3282 Trusses are designed for wind loads in the plane of the ' truss unless otherwise -shown.-: Lumber design values are in accordance with ANSITPPI :1 section 6.3 These truss. designs rely_ on .lumber values established by others. © 2012 MiTek@ All Rights Reserved • M�T�k :. : MiTek Engineering Reference Sheet:_ MII-7473 rev.:5/1.9/2020 . General :Safety Note: Failure to. .FolloW_Could Cause:Property,: Damage. or Personal, Injury 1.. , 'Additional stability bracing toe truss system, :e.g. diagonal or X-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/rPI :1. 7. Deaignassumes trusses will be suitably protected from -the environment in accord: With ANSI/TPI 1. 8.: Unless otherwise noted, moisture content of: lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, -this design is not applicable for' use with fire retardant,: preservative treated, or green lumber.:,:,' 10. Camber is a non-structural consideration and is:the. responsibility of truss, fabricator, General practice is:to camber for dead load deflection. 11.'Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that: specified,: 13. Top chords must be sheathed or purlins provided at' spacing indicated:on design. ' 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed; unless otherwise. noted. :15. Connections 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'uniess 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. PO. Design assumes manufacture in accordance with ANSI/rPl'1 Quality Criteria: 21.The,design does not take into accqun'i any dygamic:: or other loads other than those expressly stated.