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Home My WebLink AboutTRUSS DESIGNLumber' sigtl values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �V�® Mi�ekr_-A CEIVE® �L�NNE a _ RE: 75187 - 4701 BUCHANON/RIGUEL llv la '� "� •i'• u�,"A', Inc. MiTek USA, Inc. Site In' rmation•pST. Lucie county, Permitting 6904 Parke 3East oBlvd. Model: Custo er Info: GRANDE CONSTRUCTION OF FLORIDA Project Name: 4701 1308RAFtvUEL Lot/Blo k: Subdivision: Addre;, : UNKNOWN City: Sr LUCIE COUNTY State: FL Name iddress and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Addres City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loadin° Conditions): Design1 Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind de: ASCE 7-10 Wind Speed: 160 mph Roof L ad: 37.0 psf Floor Load: N/A psf This pa tkage includes 75 individual, dated Truss Design Drawings and 0 Additional Drawings. With m / seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet confor s to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rul . olnirwz - No. Sal# Truss Name Date No. Seal# Truss Name Date 1 T 4097397 A 5/21/18 18 T14097414 G5 5/21118 2 1 T 40973981Ai 5/21/18 119 1 T14097415 1 G6 5/21/18 3 IT 4097399 1 C 5/21 /18 120 1 T14097416 1 G RA 5/21 /18 4 IT 4097400 1 D 5/21/18 121 1 T14097417 1 GRB 5/21/18 5 IT, 4097401 D1 5/21/18 122 1 T14097418 1 GRC 5/21/18 6 IT 4097402 1 D2 5/21/18 123 1 T14097419 1 GRD 5/21/18 7 1 T 4097403 1 D3 5/21/18 124 1 T14097420 1 GRE 5/21/18 1 8 1 T 4097404 I D4 5/21 /18 125 1 T1 40974211 G R F 5/21 /18 9 T 4097405 D5 5/21/18 126 1 T14097422 1 GRG 5/21/18 10 1 T 14097406 1 D6 5/21/18 127 1 T14097423 1 GRK 5/21/18 11 I T11 4097407 1 E 5/21/18 128 1 T14097424 1 GRL 5/21/18 12 1 T'i 4097408 1 E1 5/21/18 129 1 T14097425 1 GRM 5/21/18 13 1 T 4097409 1 G 5/21 /18 130 IT14097426IJ1 5/21 /18 14 T� 4097410 1 G1 5/21/18 131 IT14097427IJlP 5/21/18 15 T'i 4097411 G2 5/21/18 132 IT14097428IJ2 5/21/18 16 Ti 4097412 1 G3 5/21/18 133 IT14097429IJ3 5/21/18 17 T� 4097413 1G4 5/21/18 134 T14097430 J3P 5/21/18 The trus drawing(s). referenced above have been prepared by MiTek USA, In . under my direct supervision based on the parameters providedbyChambers Truss. _ Truss D esign Engineer's Name: Finn, Walter M lice a renewal date for the state of Florida is Fear2 0 IMPORTANT ANT NOTE: The seal on these truss component designs is a certification that the en sneer named is licensed in the jurisdiction(s) identified and that the designs co' ply with ANSI/TPI 1. These designs are based upon parameters shown (e.g 1, loads, supports, dimensions, shapes and design codes), which were given to Mi ek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these desi 'ns. MiTek has not independently verified the applicability of the design parameter or the designs for any particular building. Before use, the building designer should veri y applicability of design parameters and properly incorporate these designs into the ov ',rall building design per ANSI/TPI 1, Chapter 2. Lu zotQ0z�- >'- v co!zp F�-M oUW Lu Jj O Z�_-ZIIL Zz W `QT uva5W�=� _~ y t" w o `a'�UJWz000 -V 0 � wo �¢ x° c rn m¢ W ° U t,45 ,cc U U M W ce —oow� Op'i;Ly � �: O 1pp ,.0WZSoo o 0 02 a" S� m �XZ OU 5 .c a 20 tf CO XOUZWZOU Q U_ Q X 5gclozo¢°¢zz f� w z-�UWZ9IU d X0 w ¢�F,�`0z� l W _ow°o O ¢ o: mZ�z�-UtrJ _ _:1WZO 0'' V) ®❑ W(900WaUI=i m P. •�\GENS�:•.� ��i No 22839 � 3 STATE OF �41 Walter P. Finn PE No.2M9 Mrrek USA, Inc. FL Oert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 Finn, Walter 1 of 2 REii 75187 - 4701 BUCHANON/RIGUEL iformation: imer Info: GRANDE CONSTRUCTION OF FLORIDA Project.Name: 4701 BUCHANNAN/ RIGUEL Model: lock: Subdivision: ;ss: UNKNOWN ST LUCIE COUNTY State: FL No Seal# Truss Name Date 35 I T14097431 1 J5 5/21/18 36 1 IT14097432IJ5P 5/21/18 37 IT14097433IJ7 5/21/18 38 IT14097434IJ7C 5/21/18 39 IT14097435IJ7P 5/21/18 40 11 IT140974361JA3 5/21/18 41 111 IT140974371JA5 5/21/18 42 11 IT140974381JC 5/21/18 43 11 IT140974391JC3 5/21/18 44 11 IT140974401JC5 5/21/18 45 1 T14097441 I JC6 5/21/18 46 1 T14097442 1 JC7 5/21/18 47 IT140974431JEl 5/21/18 48 T14097444 JE3 5/21/18 49 IT140974451JU I5/21/18 50 1 T14097446 1 K 5/21/18 51 I1 1 T1 4097447 1 K1 15/21/18 52 Ill I T14097448 1 K2 5/21/18 53 11 1 T14097449 1 K3 5/21/18 54 T14097450 1 K4 5/21/18 55 T14097451 K5 5/21/18 56 T14097452 1 KJ7 5/21/18 57 T14097453 1 KJC 5/21/18 58 T14097454 1 KJC3 5/21/18 59 T14097455 1 KJC7 5/21/18 60 T14097456 1 KJE3 5/21/18 61 T14097457 1 M 5/21/18 62 11 1 T14097458 1 MHVA 5/21/18 63 T14097459 1 MV2 5/21/18 64 1 T14097460 1 MV3 5/21/18 65 1 1 T14097461 MV4 5/21/18 66 1 T14097462 1 MV6 5/21/18 67 1 T14097463 1 MV8 5/21/18 68 1 T14097464 1 MV9 5/21/18 69 111 T14097465 1 MVA 5/21 /18 70 111 1 T14097466 1 MVB 5/21/18 71 1 1 T14097467 1 MVC 5/21/18 72 T14097468 1 MVD 5/21/18 73 T14097469 1 MVE 5/21/18 74 T14097470 1 MVF 5/21/18 75 T14097471 PBA 5/21/18 2of2 Job Truss Truss Type Qty Ply 4701 BUCHANOWRIGUEL T14097397 75187 A Hip ' 1 1 Job Reference (optional) Gnamners i rus i Inc., I-crr werce, FL. 2-0-0 6-3-9 2-0-0111 6-3-9 O. 1- J I-. I 'r,oy ID:S9kRXIZUNulg5asCD5T6PQzFlTo-g7P9kbp_uncEgvDF?8?YZG4xLnbeyzJnbs?ppgzEK1R 9-0-0 , 13-0-0 15-8-7 22-0-0 _ 24-0-0 2-8-8 4-0-0 2-8-8 6-3-9 2-0-0 Scale = 1:42.8 45 = 4x5 = 4 5 2x3 \\ 2x3 6.00 12 3 6 19 20 CO 6 v 18 21 7 m o B Io 1 11 10 9 3x5 i 3x6 = 3x4 = 3x4 = 3x5 9-0-0 13-0-0 22-0-0 9.0-0 4-0-0 9-0-0 Plate Offsets 2:0-2-10,0-1-8 , 7:0-2-10,0-1-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.14 9-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.29 9-17 >906 240 BCLL O.OI, ` Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.01 Code FBC2017/TPI2014 Matrix -MS Wind(LL)-0.1310-14 >999 240 Weight: 100lb FT=20% LUMBER- BRACING - TOP CHORD x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS x4 SP No.3 REACTIONS. lb/size) 2=926/0-8-0, 7=926/0-8-0 ax Horz 2=200(LC 11) ax Uplift 2=-639(LC 12), 7= 639(LC 12) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1320/1013, 3-4=-1116/904, 4-5=-968/843, 5-6=-1116/904, 6-7=-1320/1013 BOT CHORD 2-10=-701/1253, 9-10=-471/1031, 7-9=-748/1139 WEBS 3-10=-342/415, 4-10= 241/400, 5-9=-241/400, 6-9= 343/415 NOTES- 1) tiJnbalanced of live loads have been considered for this design. 2) Wind: ASCE -10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Dpsf; h=21ft B=45ft; L=24ft; eave=4fh Cat. II; Exp C; Ent I., GCpi=O.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0, Int J rior(1) 17-2-15 to 24-0-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 3) Provide ade( ate drainage to prevent water ponding. 4) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss s 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 betwe the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mec J, anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=639, 7=63 . Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING �I Verily design parameters and READ NOTES ON THIS AND INCLUDED MNEK REFERANCE PAGE MI1-7473 rev. 10/012015 BEFORE USE. Design valid r use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' a truss syste ! Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdesi Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always r red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, s rage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform Bon vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandrla, VA 22314. a Tampa, FL 33610 Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL IJob T14097398 At Common k=. X 1 1 I75187 _ n.:_- Job Reference (optional) n.::r_ , L.A & ;__ 1 \A.... r•A..v n4 nn•nn•f)n nn{e Dann 1 Chambers rfuss,.�nc., refs rrerce, rL o. �vsmay <.. v�.,,,cn ,��uwu,v� „�a,. ,,�u� ,.,.,y ..._........... .... ... ...y... I D:S9kRXIZU Nulg5asCD5T6PQzFITo-9JzXyxgcf4k5R3oRZrW n6Td6HBzKhOExq W IM L6zEK1 Q -2- 0 5-9-4 11-0-0 16-2-12 21-11-4 2-0i 5-9-4 572-12 5-2-12 5-8-8 Scale = 1:40.5 4x4 = 4 17 18 6.00 FIT 2x3 2x3 3 5 19 16 CQ 2 6 rn Io o 1 9 8 7 3x4 = = M= 3x4 3x4 = 3x4 = 7-6-3 14-5-13 21-11-4 7-6-3 6-11-11 7-5-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.06 9-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.13 9-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 7-12 >999 240 Weight:101 lb FT=20% LUMBER- BRACING - TOP CHORD 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD A 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS x 4 SP No.3 REACTIONS. I /size) 6=806/0-7-4, 2=928/0-8-0 1. ax Horz 2=230(LC 11) ax Uplift 6=-464(LC 12), 2= 648(LC 12) FORCES. (lb) -i ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-3=-1392/953, 3-4= 1239/936, 4-5=-1251/980, 5-6=-1392/997 BOT CHORD1 2-9=-761/1199, 7-9=-396/799, 6-7=-773/1212 WEBS-7=-343/516, 5-7=-331/376, 4-9=-314/502, 3-9= 323/368 NOTES- 1) Unbalanced r lof live loads have been considered for this design. 2) Wind: ASCE -10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End, GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2) 11-0-0 to 1440 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss ha 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 belwe4 the bottom chord and any other members. 5) Provide mech " nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=464, 2=648,I Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- �erlty des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE. Design valid fc use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. More use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desig . Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MfTek" Is always requi ad for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st age, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informs on avaiiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097399 75187 C Common 3 1 Job Reference o tional enamoees i russ,l;nc., roR rierce, rL LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. FORCES. (lb) - M TOPCHORD - BOT CHORD WEBS 5-5-8 5-5-8 4x4 = 4 ::n 6,00 12 15 2 8 7 3x6 = 3x5 = 3x8 = 8-8-0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.30 Lumber DOL 1.25 BC 0.39 Rep Stress Incr YES WB 0.21 Code FBC2017/TP12014 Matrix -MS SPM30 SPM30 SP No.3 size) 6=635/0-8-0, 2=759/0-8-0 x Horz 2=188(LC 11) x Uplift 6=-362(LC 12), 2=-551(LC 12) ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3= 1006/738, 3-4=-792/613, 4-5=-795/640, 5-6=-1018/768 7=-565/864, 6-7=-571/884 7=-394/552, 5-7=-317/357, 3-7=-294/332 O. IJU S1-1 11-1C 3'.1-11 layG raye iI g5asC D5T6PQzFlTo-5i5HNdssAi?phNypgGYFBuiSm?db9JxDHgETP?zEK1 O 11-10-8 17-4-0 3-2-8 5-5-8 Scale=1:33.2 2x3 175 18 6 I" d 0 3x5 = 17-4-0 ' 8 8-0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.08 7-11 >999 360 MT20 244/190 Vert(CT) -0.17 7-11 >999 240 Horz(CT) 0.02 6 n/a n/a Wind(LL) 0.08 7-11 >999 240 Weight: 76lb FT=2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. NOTES- 1) Unbalanced rc of live loads have been considered for this design. 2) Wind: ASCE i 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl GCp1=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0 zon iC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has I been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss ha.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 betweei the bottom chord and any other members. 5) Provide mech 'nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=362,2=551� 0% Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Btvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - I design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE. Design valid fo use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a Truss system. fore use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building desig Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Tek� Is always requli d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the l fabricallon, sto ige, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informal n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22,114, Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097400 5187 D Roof Special k.. V 1 1 Job Reference (opt namuers cuss, rc., rorr rieme, rL ID:S9kRXIZUNulg5asCD5T6PQzFiTo-5i5HNdssAi?phNypgGYFBuiOH?dM98pDHgETP?zEK1 O 6-0-0 11-4-0 16-8-0 23-5-10 30-3-4 , 6-0-0 5-4-0 5-4-0 6-9-10 6-9-10 Scale = 1:52.2 4x5 = 3x4 = 2x3 II 3x6 = 3x4 = 3x4 = 4x4 = 1 16 2 17 1B 3 4 5 19 20 6 21 7 Fozl 13 11 i2 I� 6x8 = 6x8 __ 3x8 = 15 14 10 9 8 6x8 = 3x4 I I 3x4 14x8 = 3x6 11 6-0-0 11-4-0 16-8-0 23-5-10 30-3-4 6-0-0 5-4-0 5-4-0 6.9-10 6-9-10 Plate Offsets X, -- 11:0-6-4,0-4-0 , 13:0-5-8,0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.28 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.21 11-12 >999 240 Weight: 194lb FT=20% LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc puffins, BOT CHORD 2 4 SP M 30 `Except` except end verticals. 2114,5-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS R4 SP No.3 7-0-1 oc bracing: 12-13 5-7-6 oc bracing: 11-12. WEBS 1Row atmldpt 1-13,7-9 REACTIONS. (, /size) 15=1109/Mechanical, 8=1109/Mechanical ax Uplift 15=-674(LC 8), 8= 674(LC 9) FORCES. (lb) - ex. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD -15=-1045/819, 1-2=-1551/1112, 2-3= 2235/1556, 3-5= 2235/1556, 5-6=-2436/1714, 7= 1307/915, 7-8=-1051/816 BOT CHORD -13=-765/653, 12-13=-1114/1565, 11-12=-1728/2462 WEBS -13=-1278/1783, 2-12=-540/801, 3-12=-280/300, 5-12=-269/235, 9-11=-882/1231, 11=-880/1236,6-9=-962/832,7-9— 1094/1568 NOTES- 1) Wind: ASCE 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=30ft; eave=4ft Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-2-1, Intedor(1) 3-2-1 to 30-1-8 zone;C-C for members and orces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adecidate drainage to prevent water ponding. 3) This truss haf een designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss In 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 betweehe bottom chord and any other members. 5) Refer to gird) for truss to truss connections. 6) Provide mecical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 15=674,8=6 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - 00WI design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid f i use only with MITek® connectors. This design Is based only upon parameters shown. and is for an Individual building component, not �' a truss system. building fore use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall &acing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° clesigi Is always requi ii prevent Od for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sT iage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa ,on available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097401 75187 D1 Half Hip ' J, 1 1 Job Reference (optional) cnamoers i russ,l Inc., r-orr Tierce, rL a.i su s iv:ar i i zui rs 111111 eK mousmes, mc. rvran rviay zi ua:uu:4z zur u rage I ID:SgkRXIZUNulg5asCD5T6PQzFITo-ZufgaztUx?7gl WXOEz3Uk6FUkP_cubXNW UzlyRzEK1 N 11-4-0 16-8-0 23-5-10 30-3-4 5-4-0 5-4-0 6-9-10 6-9-10 Scale = 1:54.5 3x4 = 2x3 II 3x6 = 3x4 = 3x4 = 3x5 = 173 18 19 4 5 6 20 21 7 22 8 1 l 14 ,z 6x8 = 13 6x8 = to cq 3x8 = 16 15 11 10 9 6x8 3x4 II 3x4 II 4x8 = 3x6 I 1-0 6-0-0 11-4-0 16-8-0 23-5-10 30-3-4 1-of 5-0-0 5-4-0 5-4-0 6-9-10 6-9-10 Plate Offsets X, -- 2:0-4-7,0-2-1, 12:0-5-8,0-4-0 , 14:0-5-8,0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.11 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.22 12-13 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Wind(LL) 0.16 12-13 >999 240 Weight: 206lb FT=20% LUMBER- BRACING - TOP CHORD 2,4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, BOT CHORD 2 i 4 SP M 30 `Except` except end verticals. 3 ! 5,6-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2,4 SP No.3 7-9-4 oc bracing: 13-14 6-3-14 oc bracing: 12-13. WEBS 1 Row at midpt 8-10 REACTIONS. ( /size) 9=1109/Mechanical, 16=1109/Mechanical ax Horz 16=26(LC 12) ax Uplift 9= 677(LC 9), 16=-642(LC 12) FORCES. (Ib) - i vlax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -2=-1133/874, 2-3=-1160/892, 3-4=-1751/1261, 4-6=-1751/1261, 6-7=-1891/1360, -8=-1075/761,8-9= 1052/824,1-16=-1038/843 BOT CHORD 14=-689/603, 13-14=-905/1189, 12-13=-1366/1903, 6-12=-190/251 WEBS 14=-1054/1434, 3-13=-483/736, 4-13= 308/318, 10-12=-741/1023, 7-12=-702/954, 10=-927/816, 8-10=-981/1390 NOTES- 1) Unbalanced r f live loads have been considered for this design. 2) Wind: ASCE 10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45fh L=30ft; eave=4ft; Cat. 11; Exp C; Encl I GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-3-6, Interior(1) 5-3-6 to 30-1-8 zone;C-C for members and rces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ to drainage to prevent water ponding. 4) All plates are T20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss he': been designed fora 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 betwee the bottom chord and any other members. 7) Refer to girder ) for truss to truss connections. 8) Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=677,16=642. Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - 1), rdy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid forse only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �° a truss system. tore use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design'I 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 injury and property damage. For general guidance regarding the fabrication, sto ge, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informati,',f n available from Truss Plate institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097402 5187 D2 Half Hip �' ' 1 1 Job Reference (optional) unamoers I russ, Inc., i-orr Tierce, rL 6.00 112 4x8 = 2 3x4 i 1 17 16 3x6 11 3x8 = 5-4-0 15-4-0 3x4 = 2x3 13x6 = 3x4 = 3 18 19 20 4 5 6 I I14 6x8 = 15 3x4 I I 13 3x8 = 5-4-0 12kL 6x8 = 11 3x4 11 a. I ju S IVial I I zu 10 NII I- 11 RllIC4i ICJ, "". .." I mmy c va.va.v t cv 1 o r Uy i iasCD5T6PQzFITo-VHmQ?fulTdNOYghOM06ypXKwJCfOMWSg_nS7OKzEK1 L 23-5-10 3%3-4 6-9-10 6-9-10 Scale = 1:53.2 3x4 = 3x5 = 21 22 7 23 8 / u to 10 24 9 4x8 = 3x6 I I 3%3-4 6-9-10 I Plate Offsets X,Y -- 2:0-5-4,0-2-0 , 12:0-5-8,0-4,0 , 14:0-5-8,0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.47 Vert(LL) -0.08 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.34 Vert(CT) -0.16 12-13 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Wind(LL) 0.12 12-13 >999 240 Weight: 230lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc pudins, BOT CHORD 21zft SP M 30 *Except` except end verticals. 3�i15,6-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 SP No.3 8-0-10 oc bracing: 13-14 6-10-0 oc bracing: 12-13. WEBS 1 Row at midpt 8-9, 8-10 REACTIONS. (I/size) 9=1109/Mechanical, 17=1109/Mechanical - L x Horz 17=83(LC 12) M x Uplift 9= 686(LC 9), 17=-631(LC 12) FORCES. (lb) - ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD-2=-549/436, 2-3— 968/831, 3-4=-1435/1112, 4-6=-1435/1112, 6-7=-1544/1166, 8=-913/666, 8-9=-1053/843, 1-17=-1081/844 BOT CHORD 14=-702/564, 13-14=-842/983, 12-13=-1170/1552, 6-12=-200/279 WEBS 16=-894/746, 14-16=-428/451, 2-14— 852/1125, 3-13= 402/647, 4-13=-297/318, 0-12— 652/872, 7-12= 627/794, 7-10=-901/822, 8-10=-930/1274, 1-16= 631/895 NOTES- 1) Wind: ASCE '10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=30ft; eave=4ft Cat. 11; Exp C; Encl I GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 7-3-6, Intedor(1) 7-3-6 to 30-1-8 zone;C-C for members and Prces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequ' ite drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss ha 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 = IO.Opsf. 5) Refer to girder ) for truss to truss connections. 6) Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=686, 17=63 li Walter P. Finn PE No.22638 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 WARNING - Ifify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10/1712015 BEFORE USE. Design valid fo se only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not �' j� a truss system. fore 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 M iTe k" Is always requir i d for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, slo e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informati On available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Uob Truss Truss Type city Ply 4701 BUCHANON/RIGUEL T14097403 5187 D3 Half Hip Job Reference (options]) unamners T russ, i nc., t-an Fierce, r-L 5-0-0 11-2-15 5-0-0 6-2-15 4x5 = 6. 12 2 15 4x4 i 114 li .. - . -.. I I - ---- ---' 111— 1-1. ...may � � — -- — . -I- . I D:S9kRXIZU N ulg5asCD5T6PQzFITo-zTKoC_vNEwV F9_Gbv6dBLkt4cc_e51 GpCRChYmzEK1 K 17-5-14 23-8-13 30-3-4 6-2-15 6-2-15 6-6-7 Scale = 1:52.5 3x4 = 3x6 = 3x4 = 3x4 = 3x4 I 16 17 3 4 5 18 19 6 20 7 12 21 22 11 10 23 24 9 25 26 8 13 3x6 3x8 3x6 = 3x4 = 6x8 = 1= 3x4 = 5-0-0 13-3-15 21-7-13 3U-3-4 5-0-0 8-3-15 8-3-15 8-7-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.14 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.27 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.06 9-11 >999 240 Weight: 206lb FT=20% LUMBER- BRACING - TOP CHORD 2i 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2 ; 4 SP M 30 except end verticals. WEBS 2; ,4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 1 Row at midpt 7-8, 3-12, 5-11, 5-9, 6-8 REACTIONS. ( /size) 8=1109/Mechanical, 13=1109/Mechanical ax Horz 13=141(LC 12) ax Uplift 8= 696(LC 9), 13=-617(LC 12) lax Grav 8=1196(LC 17), 13=1175(LC 17) FORCES. (lb) - vlax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-2=-812/571, 2-3=-704/597, 3-5=-1218/857, 5-6=-1013/669, 1-13=-1151/821 BOT CHORD 1-12= 872/1149, 9-11= 855/1190, 8-9=-593/833 WEBS -12= 748/449, 3-11 =-1 7/290, 5-9=-377/390, 6-9=-295/678, 6-8=-1268/908, 12=-567/943 NOTES - I) Unbalanced r( Df live loads have been considered for this design. 2) Wind: ASCE 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp C; Encl�, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-2-1, Interor(1) 3-2-1 to 5-0-0, Exterior(2) 5-0-0 to 9-3-6 zone;C- for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeqL ate drainage to prevent water ponding. 4) This truss has Deen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss h 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 betwee the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girde i s) for truss to truss connections. 7) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 8=696,13=61,. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 8904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- v erity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP7473 rev. f0/03/2015 BEFORE USE. -- Design valid f use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building deslg Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing {�/� T Itll� e W Is always rectuid fabrication, stc for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the age, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa ion available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Uob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097404 75187 D4 Hip s 1 1 Job Reference (optional) unamoers f cuss, 5x6 i LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 1 BOT CHORD WEBS REACTIONS. FORCES. (Ib) TOP CHORD BOT CHORD ran Fierce,i-L 7-0-0 7-0-0 6.00 12 131� t5.i u s Nlar 1 i ZU1 b Nii i eK mausin@s, mc. roon I D:S9kRXIZUNulg5asCD5T6PQzFITo-RfuAQKw?? Ed5n8gnTp8Qi 14-8-0 22-4-0 30-0-0 7-8-0 7-8-0 7-8-0 4x6 = 3x4 = 3x6 = 3x4 2 15 16 17 3 4 18 19 5 20 11 21 10 9 22 8 3x8 = 3x6 = 3x5 = 3x4 = 7-0-0 14-8-0 22-4-0 7-0-0 7-8-0 7-8-0 [2:0-3-8,0-2-01 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.11 7-8 >999 360 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.20 7-8 >999 240 Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 7 n/a n/a Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 9 >999 240 BRACING- 23 ZI uU:uV:zH)ZU1b Yagp 1 :iOLSa RmzR5xE5CzEK1 J Scale = 1:56.3 4x4 = 6 7 3x6 I I PLATES GRIP MT20 244/190 Weight: 210lb FT=20% 3 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, l SP M 30 except end verticals. l SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-11 oc bracing. WEBS 1 Row at midpt 2-11, 3-11, 3-9, 5-8, 6-8, 6-7 /size) 12=1109/0-8-0, 7=1109/Mechanical ax Harz 12=198(LC 12) ax Uplift 12=-602(LC 12), 7=-708(LC 9) ix Grav 12=1167(LC 17), 7=1254(LC 17) lax. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. -2=-932/637, 2-3=-800/693, 3-5=-1119/836, 5-6=-881/625, 1-12=-1111/799, -7=-1102/893 1-12— 285/123, 9-11= 836/1119, 8-9=-625/881 -11=-554/246, 3-9=-94/282, 5-9=-323/357, 5-8=-694/731, 6-8=-914/1287, -11=-510/901 NOTES- 1) Unbalanced to. f live loads have been considered for this design. 2) Wind: ASCE 71110; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft L=30ft; eave=4ft; Cat. II; Exp C; Encl. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-2-1, Interior(1) 3-2-1 to 7-0-0, Exterior(2) 7-0-0 to 11-3-6 zone;C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ 4te drainage to prevent water ponding. 4) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss ha;: 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 he bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girders) for truss to truss connections. 7) Provide mechz iical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=602, 7=70 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parka East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE. Design valid for a truss system. I se only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ii building design I Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always requtr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor ge, delivery, erection and bracing of trusses and muss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informall n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 4701 BUCHANON/RIGUEL T14097405 I75187 ii D5 HIP k 1 1 Job Reference (optional) chambers I russ, {tic., Fort F'rerCe, FL -2-0-0 5-7-4 6.00 12 4-2-0 10x10 = 6 U.I jL1 s iVidr 11 LUIb Nil I8K mUU611106, MU. W101 I IVidy L I U`3:U`J:4/ eu Id rdu3 I I D:S9kRXIZUNulg5asCD5T6PQzFITo-wsSZdgwdmYlyPlPz1 XffQ9y000hTZrl6glhndezEK11 ?3-10-0 26-8-0 28-8-0 , 31-0-0 38-0-0 40-3-4 4-10-0 2-10-0 2-0-0 2-4-0 7-0-0 2-3-4� 5x8 = 3x4 27 78 28 9 29 Scale=1:74.3 4x5 5x8 = 10 11 3x6 G 26 3x5 i 5 4 m 3x4 i rn 6 ao 0 3 17 5x8 = n 16 0 0 25 19 18 5x v N 2 3x6 o 1 3x4 �5 3.00 Fi2 21 20 15 14 13 12 3x5 ! 3x4 11 5x8 = 3x4 11 4x8 = 3x6 11 5-7-4 10-4-0 10 -0 19-0-0 26-8-0 28-8-0 31-0-0 38-0-0 40-3-4 5-7-4 4-8-12 0-4-0 8-4-0 7-8-0 2-0-0 2-4-0 7-0-0 2-3-4 I Plate Offsets X, t72:0-0-4,0-0-0 , 6:0-7-8,0-2-4 , 7:0-1-12,0-0-0 , 8:0-4-0,Ed e , 8:0-0-0,0-1-12 , 10:0-6-0,0-2-8 , 16:0-5-0,0-3-4 , 20:O-6-0,0-3-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 18-20 >999 360 MT20 244/190 TCDL 7.0 !I Lumber DOL 1.25 BC 0.36 Vert(CT) -0.22 18-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 ! Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 17 >999 240 Weight: 282lb FT=20% LUMBER- BRACING - TOP CHORD 214 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc puriins, IBOT CHORD 21 4 SP M 30 except end verticals. WEBS 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 10-13, 11-12, 10-16 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (I /size ) 2=213/0-3-8, 20=1904/0-8-0, 12=101Mechanical x Horz 2=577(LC 12) x Uplift 2=-292(LC 12), 20=-1460(LC 12), 12=572(LC 12) x Gram 2=217(LC 21), 20=1904(LC 1), 12=101 O(LC 1) FORCES. (lb) - Aax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3=-244/437, 3-4=-810/674, 4-6=-819/486, 6-7=-1256/998, 7-9= 1256/998, 10=-976/797, 10-11=-272/224, 11-12=-1008/776 BOT CHORD 21=-397/0, 20-21=-397/0, 18-20= 609/454, 17-18=-502/688, 16-17=-726/1012 WEBS -21= 405/224, 3-20=-387/725, 4-20=-1449/1377, 4-18— 968/1287, 6-18=-559/619, -17= 352/389, 9-16=-673/635, 10-13=-858/761, 11-13=-664/903, 10-16=-743/1030, -17= 352/456, 6-17=-559/814 NOTES- 1) Unbalanced role f live loads have been considered for this design. 2) Wind: ASCE 71,10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft B=45ft; L=40ft; eave=5ft Cat. II; Exp C; Encl.! GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-9, Interior(1) 1-11-9 to 19-0-0, Exterior(2) 19-0-0 to 40-1 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ to drainage to prevent water ponding. 4) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss ha 1 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!' he bottom chord and any other members. 6) Refer to girder ) for truss to truss connections. 7) Provide mechdhical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=292, 20=14 , 12=572. WalterP. Finn PE No.22639 MiTek USA, Inc. FL Cent 6634 $904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V I! rify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MlI-7473 rev. 10/03/2015 BEFORE USE. Design valid forse only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �° a truss system. e fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design 11 Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requir d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform an n available from Truss Plate Institute, 218 N. Lee Street;. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 4701 BUCHANON/RIGUEL 75187 T14097406 D6 HIP ` ' 1 1 Job Reference (optional) unamners i russ, Inc., Fan Fierce, FL u.l3U s rviar 1 7 Zu7 d W11 I e6 inuusrries, inc. ivion may zl ua:ua:tia zu 1 u raga i I�i ID:S9kRXIZUNulg5asCD5T6PQzFITo-020xrOxFXrtpOR_AbEAuzNVehp?51K3FuPQL95zEK1 H -2-0-0 5-7-4 1%M 14-10-0 21-0-0 26-8-0 28-8-0 31-0-0 36-0-0 40-3-4 2-0-0 5-7-4 5-0-12 4-2-0 6-2-0 5-8-0 2-0-0 2-4-0 5-0-0 4-3-4 Scale = 1:73.9 5x8 = 3x4 11 3x4 11 5x8 = 6.00 F12 7 8 27 28 9 10 4x5 11 3x6 i 3x6 i 626 3x4 15 :S17 4 6 3x4 i ,gyp 0 3 5x8 25 19 18 Sx v m 2 3x4 1 3x6 0 3.00 12 21 20 14 13 29 12 15 3x5 3x4 11 6x8 = 3x4 11 3x8 = 3x6 11 5-7-4 10-4-0 10 -0 14-10-0 21-0-0 26-8-0 28-8-0 31-0-0 36-0-0 40-3-4 55 7-4 4-8-12 0-4-0 4-2-0 6-2-0 5-8-0 2-0-0 2-4-0 5-0-0 4-3-4 Plate Offsets X, $I - 7:0-6-0,0-2-8 , 10:0-6-0,0-2-8 , 16:0-5-0,0-3-8 , 20:0-6-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.29 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.59 18-20 >596 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.13 12 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MS Wind(LL) 0.24 17-18 >999 240 Weight: 286lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc pudins, BOT CHORD 2 4 SP M 30 except end verticals. WEBS 2 4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-13, 11-12, 6-20 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (I )/size) 2=-303/0-3-8, 20=2606/0-8-0, 12=824/Mechanical x Harz 2=577(LC 12) Max Uplift 2=-493(LC 17), 20=-1905(LC 12), 12=-454(LC 12) i K ax Grav 2=166(LC 9), 20=2606(LC 1), 12=845(LC 18) FORCES. (lb) - lax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3=-1046/1663, 3-4=-1694/1906, 4-6=-1569/1878, 6-7— 386/291, 7-8=-632/628, 9=-632/628, 9-10=-631/627, 10-11=-357/328, 11-12— 786/685 BOT CHORD 21=-1263/539, 20-21= 1263/539, 18-20=-577/434, 17-18= 195/284, 16-17=-463/651 WEBS 21=-406/211, 3-20_ 459/863, 4-20=-274/283, 6-18= 667/1025, 7-18=-620/596, 17=-440/587, 13-16=-229/313, 10-16= 462/655, 10-13= 615/549, 11-13— 441/604, 16=-366/389, 8-17— 211/267, 6-20=-2154/1852 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7�10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl I GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-9, Interior(1) 1-11-9 to 21-0-0, Exterior(2) 21-0-0 to 40-1 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ to drainage to prevent water ponding. 4) This truss has een designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss he 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 ihe bottom chord and any other members, with BCDL =1O.Opsf. 6) Refer to girder ) for truss to truss connections. 7) Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=493,20=19 12=454. � ail Walter P. Finn PE Nc.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING - V dry design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M0-7473 rev. 10/03,2015 BEFORE USE. Design valid forse only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. fore usethe building designer must verify the applicab(Ilty 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 requir fabrication, sto for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informah n available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097407 75187 E HIP )11 1 Job Reference (optional) Ghamners t russ, I-Ort Pierce, FL o.130 s ivlar i i zui 8 Mi i ex mousrnes, inc. rvion Pray 2i ua:Ua:Sa Zul rs rage r Inc., ID:S9kRXIZUNulg5asCD5T6PQzFITo-sEaJ2Mytl9?gebZM8yh7Wal kFDHn1 njP73AuhXzEK1 G 42-0-2 -2-0-0 7-0-4 13.6-0 17-6-10 21-11-0 26-6-10 35.2-0 39_ 42-0-0 2.0.0 7-0-4 6-5-12 4-2-10 4-2-10 6-7.6 6.7-6 U. 2.4-02 Scale = 1:78.1 i 4x5 = 5x6 = 6.00 12 3x6 = 5x8 = 5 6 32 33 34 7 8 9 35 10 I , 36 4x6 i 11 37 4 31 3 12§I 18 0 30 6x8 = 17 16 15 14 v 3x8 = C� 3x6 = 3x5 = ! � 2 art o 23 22 21 20 19 3x — 4x6 = 3x6 I 42-0-0 7-0-4 13-6-0 17-8.10 21-11-4 28-6-10 35-2-0 39-8-0 4 -0 7-0-4 6-5-12 4-2-10 4-2.10 6-7-6 6-7.6 4-6-0 02-0-0 Plate Offsets X, I-- 3:0-3-0,Ed e , 5:0-3-0,0-2-0 , 10:0-6-0,0-2-8 , 18:0-5-12,0-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.27 21-23 >954 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.54 21-23 >489 240 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.13 14 n/a n/a IBCLL BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.4621-23 >572 240 Weight: 224lb FT=20% LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc puffins. BOT CHORD 21' SP M 30 `Except` BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. 7� 9: 2x4 SP No.3 WEBS 1 Row at midpt 7-17 WEBS 2 4 SP No.3 REACTIONS. (I/size) 2=990/0-8-0, 19=1303/0-7-4, 14=928/0-8-0 PI ex Horz 2=270(LC 12) IriLlax I Uplift 2=-644(LC 12), 19=-1195(LC 12), 14=-881(LC 12) K11-Gray 2-1104 LC 17% 19-1303(LC I 14-928(LC I ,FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD-4=-1753/1050, 4-5=-1055/636, 5-6= 894/672, 6-7= 923/271, 7-9=-1153/1693, -10— 1153/1693, 10-11=-841/1285, 11-12=-653/950 BOT CHORD -23— 1033/1663, 21-23= 1033/1663, 20-21=-399/956, 18-19=-1371/1774, 7-18=-655/966, 7-18=-54/1005, 15-17=-901/653, 14-15=-897/656, 12-14=-897/656 WEBS-23=-44/349, 4-21— 810/722, 5-21= 67/313, 6-20— 415/115, 18-20=571/1279, -18=-472/651, 7-17=-1618/954, 9-17— 430/494, 10-17— 606/617, 11-14=-505/719 NOTES- 1) Unbalanced ro' f live loads have been considered for this design. 12) Wind: ASCE �10; Vult=1M60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl GCpl=0.18; WFRS (directional) and C-C Exterior(2)-2-0-13 to 2-1-10, Interior(1) 2-1-10 to 13-6-0, Exterior(2) 13-6-0 to 41-1 4, Interior(1) 41-1-4 to 42-0-15 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumbe DOL=1.60 plate grip DOL=1.60 ,3) Provide adequ ite drainage to prevent water ponding. ,4) All plates are ZX4 MT20 unless otherwise indicated. 5) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss ha:, 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 he bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechE ' iical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 2=644,19=11 E 15,14=881. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING - V� rW design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE, Design valid for a truss system. E ise only Win MiTek® connectors. This design is based only upon parameters shown. and Is for an Individual building component, not fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design &acing Indicated Is to prevent buckling of Individual truss web and/or chord.members only. Additional temporary and permanent bracing MiTek' Is always requlr4 for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto ' ge, delivery, erection and bracing of trusses and fnrss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatf n available from Truss Plate Institute, 218 N. Lee Street• Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 4701 BUCHANON/RIGUEL 75187 T14097408 E1 HALF HIP 1 1 Job Reference (optional) Chambers i russ, .c., Fart Pierce, I L �t.i Qu s t,war 17 20i8 hfi I en mOusirles, Inc. lion May 2t 09:09:51i 20i8 Page i I D:S9kRXIZU N ulg5asCD5T6PQzFITo-odh3T2_8gmFOtvj kGMkbb?74? 10KVf2ibNf?mQzEK1 E -2-0-0 1 8-4-0 15-6-0 21-11-4 25-11-14 30-4-0 2-0-0 8-4-0 7-2-0 6-5-4 4-0-10 Scale=1:56.1 4x8 = 3x4 11 3x4 11 3x4 = 6.00 12 4 19 20 5 6 21 7 5x8 18 /Z I I � 3 I of '91 7x8 = 8 _ 3x8 "117 m m 2 o1 12 t 13 11 10 I 3x5 % 2x3 I I 3x6 = 3x8 = 4x6 11 i 8-4-0 15-6-0 21-11-4 30-4-0 8-4-0 7-2-0 6-5-4 8-4-12 Plate Offsets X, -- 2:0-2-10,0-1-8 , 3:0-4-0,0-3-4 , 4:0-5-12,0-2-0 , 9:0-2-8,Edge], 10:Edge, 0-3-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP ITCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(L-) 0.35 13-16 >747 240 MT20 244/190 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.21 13-16 >999 240 BCLL 0.0 i Rep Stress Incr YES WB 1.00 Horz(CT) -0.03 10 n/a n/a ,TCDL BCDL 10.0 Code FBC2017lTPf2014 Matrix -MS Weight:181 lb FT=20% LUMBER- BRACING - TOP CHORD 2V SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 11l SP M 30 except end verticals. WEBS 2A SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 1 Row at midpt 3-11, 4-11 REACTIONS. (I/size) 2=803/0-8-0, 10=1542/0-7-4 x Horz 2=538(LC 12) x Uplift 2=-670(LC 13), 10= 1820(LC 9) j xGrav 2=820(LC 17), 10=1542(LC 1) FORCES. (lb) - lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -3=-1042/1430, 3-4=-372/439, 4-5=-986/529, 5-6= 963/531 BOT CHORD -13=-1676/953, 11-13= 1665/950, 9-10=-1489/2661, 5-9=-328/367, 8-9=-155/345 WEBS -13=-617/339, 3-11=-777/1349, 4-11= 868/426, 9-11=-623/337, 4-9= 944/1844, -9=-550/903, 6-8=-575/263 NOTES- 1) Unbalanced to f live loads have been considered for this design. 2) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=30ft eave=4ft; Cat. 11; Exp C; Encl. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-10, Interior(1) 0-11-10 to 15-6-0, Exterior(2) 15-6-0 to 19-9- zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 60 plate grip DOL=1.60 Y 3) Provide adequ Re drainage to prevent water ponding. 4) This truss has �5) 5een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` This truss ha 1 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 he bottom chord and any other members. 6) Provide mechkcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=670, 10=1820. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V dly design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERAmcE PAGE mil-7473 rev. IOM312015 BEFORE USE. Design valid for' ise only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a Truss system. 1foreusethe building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design I Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent. bracing MiTek` Is always re I J for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informati : n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 4701 BUCHANON/RIGUEL T14097409 �75187 G ROOF SPECIAL ' 1 1 Job Reference (optional) 1 cnamners i russ, 2-0-0 I r-orr Tierce, r-L 6-3-8 9-0-0 10-8-C 6-3-8 2-8-7 1-8-0 4-2-0 4-2-0 U..-51'A6i ii1. 1.-1... 1I1... ,CJ,..". I I'Y yGI .0 'G '.'.VC i ID:S9kRXIZUNulg5asCD5T6PQzF1To-GpFSgO_mb4NFV31xg4Fg7DfEORMVE6Rrp1 OYlszEK1 D 5x6 = 7 Scale=1:79.6 Sx8 _ 27 28 3x4 3x4 11 5x8 = 8 3x6 .00 12 4 5 9 3x4 \\ 3x4 3 26 10 25 14 29 r� 5x8 24 O .a a 15 13 C 2 5x6 4x6 - 12 11 1 v 0 1 3.00 F12 3x4 zz� O 17 16 i 4x5 III MT1BHS = M3x4 = 3x6 c i i 10-6-0 9-0-0 10-4- 19-0-0 26-6-0 34-9-5 a33a 9-0-0 1-4-0 B-4-0 7-B-0 8-1-5 &Sts oa-o 1 Plate Offsets X, -- 2:0-0-8,Ed e , 4:0-6-0,0-2-8 , 6:0-5-4 0-3-4 , 11:0-0-9,Ed e , f13:0-2-5 0-0-0 , 15:0-3-0,0-3-0 , 16:0-6-0,0-3-0 I 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.21 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.45 12-14 >871 240 MT18HS 244/190 1 BCLL 0.0 Rep Stress Incr YES W B 0.93 Horz(CT) 0.19 11 r/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 17-20 >420 240 Weight: 218lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc puriins. BOT CHORD 21iy4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 2z4 SP No.3 WEBS 2 Rows at 1/3 pts 6-16 j REACTIONS. (I /size) 2= 444/0-3-8, 16=2865/0-8-0, 11=892/0-7-4 lax Horz 2=379(LC 11) ax Uplift 2=-637(LC 18), 16=-1842(LC 12), 11=-529(LC 12) axGrav 16=2865(LC 1), 11=914(LC 18) FORCES. (Ib) - ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. !TOP CHORD -3= 841/1809, 3-4=-967/1973, 4-5=-1273/2141, 5-6=-129212159, 6-7=-13221857, 1 -8=-1295/893, 8-10= 2382/1620, 10-11=-2735/1959 BOT CHORD-1 7=-1 662/866, 16-17=-1755/1139, 15-16=-179/303, 14-15=-186/294, 12-14=-1050/1869, 1-12=-1665/2463 WEBS 17=-333/554, 4-17=-1045/443, 5-16= 577/658, 6-16=-2528/1646, 6-15=0/359, -14— 458/1047, 7-14=-364/751, 8-14— 873/724, 8-12= 302/570, 10-12= 382/495, -16=-1125/1317 NOTES- 1) Unbalanced ro f live loads have been considered for this design. 2) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 2-3-2, Interior(1) 2-3-2 to 9-0-0, Exterior(2) 9-0-0 to j 13-3-15, Interi( '(1) 19-0-0 to 43-3-4 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plat grip DOL=1.60 13) Provide adequ lte drainage to prevent water ponding. 4) All plates are 1720 plates unless otherwise indicated. 15) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss ha 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 he bottom chord and any other members. 7) Bearing at join s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of be,� Ing surface. 8) Provide mechcI Ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=637, 16=1842, 11=529. I i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V ,buy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE ' Design valid for se only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. B i fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. i Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTeIC Is always requIrE J for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor ge, delivery, erection and bracing of trusses and truss systems. seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaM in available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097410 75187 G1 ROOF SPECIAL 1 1 Job Reference o tional Chambers Truss, , Forr r•reres, FL ay c - - " ' aki ' ID:S9kRXIZUNulg5asCD5T6PQzFITo-kOpquk?OMOV67Dt7Nnm3gQCS2giizcH_2h86rIzEK1 C -2-0-0 5-9-4 11-0-0 16-0-0 21-0-0 26-8-0 32-0-14 37-5-11 43-3-4 2-0-0 5-9-4 5-2-12 5-0-0 5-0-0 5-8-0 5-4-14 5-4-14 Scale = 1:79.6 5x6 = 7 . 5x6 = 5x6 = 3x5 = 32 3x4 4 5 31 8 3x6 6.00 F12 9 3x4 i 29 30 3x4 3 28 10 m 14 33 0 5x8 = 7 0 27 15 V 16 13 Cl) 2 A 17 M % 12 11 °' 3x6 % 4x6 z Iv i O 19 18 3x5 % 3.00 12 3x4 zz O 20 i 3x4 11 5x8 = 3x6 zz 3x5 5-9-4 1 10 -0 16-0-0 21-0-0 26-8-0 34-9-5 43-3-4 %4-0 5-9-4 4-6-12 0-4-0 5.4-0 5-0-0 5-8-0 8-1-5 8-5-15 Plate Offsets X, — 4:0-3-8,0-2-4 , 11:0-0-9,Edge], 13:0-2-5,0-0-0 , 18:0-2-4,0-3-0 , 18:0-0-0,0-1-12 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.20 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.43 12-14 >913 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.26 12-14 >999 240 Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2XI SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc puffins. BOT CHORD 2AI SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-19 REACTIONS. (I/size) 2=-482/0-3-8, 19=2898/0-8-0, 11=897/0-7-4 fNV xHorz 2=379(LC11) xUplift 2=-671(LC 18), 19= 1878(LC 12), 11=-527(LC 12) x Grav 19=2898(LC 1), 11=926(LC 18) FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -3=-825/1802, 3-4=-1444/2227, 4-5= 355/678, 5-6=-593/452, 6-7=-1303/860, -8=-1309/869, 8-10=-2405/1610, 10-11=-2781/1944 BOT CHORD -20=-1734/858, 19-20=-1734/858, 18-19=-1741/1389, 17-18=-1803/1437, 5-17=-731/709, 14-15=-152/754, 12-14=-1047/1893, 11-12=-1651/2495 WEBS -20=-369/221, 3-19= 471/903, 4-19=-2120/1534, 4-17=-921/1391, 5-17= 1049/807, -15=-929/1428, 6-15=-968/731, 6-14= 201/609, 7-14=-4121816, 8-14— 876/742, -12=-297/571, 10-12=-378/489 NOTES- 1) Unbalanced ro' f live loads have been considered for this design. 2) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=43ft; eave=51t; Cat. II; Exp C; Encl.l GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 2-3-2, Interior(1) 2-3-2 to 11-0-0, Exterior(2) 11-0-0 to 15-3-15, IntE Tior(l) 21-0-0 to 43-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 60 plate grip DOL=1.60 3) Provide adequ 'te drainage to prevent water ponding. 4) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss ha 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 he bottom chord and any other members. 6) Bearing at join s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beE ing surface. 7) Provide mechE iical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=671, 19=18 i,✓3, 11=527. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - J, rlly design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10/0312015 BEFORE USE Design valid for se only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �° a truss system. fore 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 requir for stabllihy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sTo ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informati n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 'Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097411 G2 ROOF SPECIAL 1 1 1 I75187 Job Reference (optional) Gnambers I russ, Fort Pierce, FL u.JJu s Mar l i 20i S MI I eK indusirles, Inc. Mon May 21 09:09:54 20i S rage 1 Inc., ID:S9kRXIZUNulg5asCD5T6PQzFITo-CCNC53007hdzkMSJxVHIDelfpE3JiOb8HLtfNkzEK1 B -2-0.0 5-10-0 10-8-0 13-0-0 18-0-0 23-0-0 27-4-0 33.6-0 39-8-0 4313.4 2-0-0 i 5-10-0 4-10.0 5-0-0 6 i Scale=1:79.6 5x6 = 3x4 = 5x8 = 8 30 9 31 10 5x6 = 6.00 12 4x5 Q 5x6 = 11 5 3x5 4x4 i 4 5x6 i 26 m 0 3 cp m N 16 25 17 5x8 = 0 0 18 3x5 % 15 14 `t co 2 i 1 , 3x6 3x6 � 13 12 3x4 3x4 zz 12 21 20 5x8 3x4 II 5x8 = % 3x8 = 35 = I 13-0-0 5-10.0 10.4-0 1 -0 23-0-0 268-0 33-6-0 39-&0 43-3-4 5-10.0 4-6-0 0 2A-0 10.0.0 "so 6-10.0 6-2-0 3-7d I Plate Offsets X, -- 3:0-3-0,0-3-0 , 5:0-3-0,0-2-0 , 8:0-3-0,0-2-0 , 10:0-6-0,0-2-8 , 20:0-6-D,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Verl(LL) -0.18 17-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.39 17-19 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.95 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 16 >999 240 Weight: 275lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, BOT CHORD 2 SP M 30 except end verticals. WEBS 2 4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row atmidpt 4-20,6-19,11-12 REACTIONS. (1 /size) 2= 124/0-3-8, 20=2437/0-8-0, 12=990/0-7-4 NI ax Horz 2=490(LC 12) �x Uplift 2=-357(LC 11), 20=-1770(LC 12), 12=-575(LC 12) FORCES. (lb) - Y ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -3— 765/1126, 3-4=-1363/1450, 4-5=-634/658, 5-6=-530/576, 6-7= 1430/1018, 8=-1653/1267, 8-9=-1371/1185, 9-10— 996/888, 10-1 1=-484/419,11-12=-963/813 BOT CHORD-21=-948/302, 20-21=-947/312, 19-20=-1340/1081, 17-19=-262/400, 16-17=-1127/1516, 5-16= 770/1038, 13-15=-305/417 WEBS -21= 391/255, 3-20— 473/833, 4-20=-1845/1555, 4-19=-1130/1514, 5-19=-453/481, 19=-1431/1171, 6-17=-995/1356, 7-17=-918/841, 8-16= 244/459, 9-16=-361/494, 15=-646/624, 10-15=-649/886, 10-13— 683/620, 11-13=-596/790 NOTES- 1) Unbalanced ro f live loads have been considered for this design. 12) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=451t L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 2-3-2, Interior(1) 2-3-2 to 13-0-0, Exterior(2) 13-0-0 to 17-3-15, Int rlor(1) 23-0-0 to 39-8-0, Exterior(2) 39-8-0 to 43-1-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions sown; Lumber DOL=1.60 plate grip DOL=1.60 13) Provide adequ Ite drainage to prevent water ponding. !4) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss her: 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 I will fit between he bottom chord and any other members. 16) Bearing at Join s) 12 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verify capacity of bee ing surface. 7) Provide mechE iical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=357,20=17 ,12=575. I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 A WARNING - VI ?Irw design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for�IBrcrclng e only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Indicated Is to prevent buckling of Individual miss web and/or chord members only. Additional temporary and permanent bracing MiTekis always requirfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcallomstare, delivery, erection and bracing of trusses and truss systems, seeANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informati n available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 'Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097412 175187 G3 ROOF SPECIAL ' ' 1 1 Job Reference (opt cnamoers r russ, 26 rorr Tierce, r� 5-7-4 10-8-0 5-7-4 5-0-12 6.00 12 3x5 3x6 i 527 3x4 /,� 3 21 3x4 I I 20 5x8 = 4-4-0 u.IOU It CU 10 -1 r er. ri tUtlJIr1CJ, rI IL. IVNu rvmy < i u rayc ID:S9kRXIZUNuig5asCD5T6PQzFITo-9bVyW l l GeJth_gbi3wJml3g0_2jtAxyRkiMmRdzEK19 25-0-0 29-4.0 1 33-6-0 37-8-0 , 40-4-0 , 5x6 = 5x8 = 6 3x4 = 29 Scale = 1:76.6 5x6 = 3x4 = 5x6 9 10 11 4x10 12 1 16 17 5x6 = 15 3x4 3x8 zZ 18 19 3x6 4x8 3.00 F12 m ° r? o � o m r m C? M _m mz 14 0 3x8 622 13 3x8 zz 37-8-0 40-4-0 , 5-7-4 14-8-12 0'4'-0 4.4-0 110-0-0 '1-8-0' 2-8-0 8-4-0 2-8-0 Plate Offsets X, p-- 6:0-3-0,0-2-0 , 9:0-3-0,0-2-0 , 11:0-3-0,0-2-0 , 20:O-6-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.17 17-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.36 17-19 >991 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.10 22 n/a n/a 'BCDL 10.0 Code FBC2017/fPI2014 Matrix -MS Wind(LL) 0.13 16 >999 240 Weight: 289lb FT=20% LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 244 SP M 30 except end verticals. WEBS 2 4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1 .22: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 7-19, 10-14, 11-14, 12-22 REACTIONS. (I/size) 2=7/0-3-8, 20=2165/0-8-0, 22=901/0-8-0 x Horz 2=579(LC 12) � x Uplift 2=-286(LC 11), 20=-1632(LC 12), 22=-535(LC 12) x Grav 2=11(LC 21), 20=2165(LC 1), 22=901(LC 1) FORCES. (lb) Ni - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. !TOP CHORD-3=-617/860, 3-5=-1236/1158, 7-8=-1332/943, 8-9= 1010/754, 9-10= 862/760, 0-11= 252/271, 11-12=-311/253, 13-22=-901/706, 12-13=-907/691 BOT CHORD 21=-710/55, 20-21=-710/55, 19-20=-1067/807, 17-19=-573/681, 16-17=-1106/1368, 5-16=-1390/1681, 14-15= 502/622 WEBS 21=-391/250, 3-20— 467/823, 5-20=-1618/1462, 5-19=-1056/1326, 6-19= 248/377, 19= 1118/909, 7-17=-649/919, 8-17=-531/583, 8-16— 652/678, 8-15=-1077/911, 15=-71/258, 10-15— 391/548, 10-14=-773/683, 12-14=-556/760 NOTES- 11) Unbalanced ro if live loads have been considered for this design. 2) Wind: ASCE 7 1 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft-, B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl. ii GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-10, Interior(1) 1-11-10 to 15-0-0, Exterior(2) 15-0-0 to 19-0-11, Interior(1) 25-0-0 to 37-8-0, Exterior(2) 37-8-0 to 40-0-6 zone; porch left exposed;C-C for members and forces & MWFRS for re ctions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ Ee drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss he, 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 a bottom chord and any other members. 6) Bearing at joint s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bea ng surface. 7) Provide mecha lical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) I 2=286, 20=163 , 22=535. I I, Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 & WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev, 10/03/2015 BEFORE USE. Design valid for only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' a buss system. 'fore use, the building deslgner must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. I�racing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always require for stability and to prevent collapse with possible personal infury and property damage. for general guidance regarding ale fotxlcatlon, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Huality Criteria, DSB-89 an,'CSI Building Component 6904 Parke East Blvd. Safety Informali n available from Tnrss Poate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097413 75187 G4 ROOF SPECIAL ' 1 1 Job Reference (optional) I chambers I russ, pr1c., Fort werce, FL u.7 ru s Mar i i LU1 a MI I eK mausrrics, Inc. ivion May L7 u&:u&:Df LU I tl rape I I D:S9kRXIZU Nulg5asCD5T6PQzFITo-dn3Lk52vPcOYcgAucdr?gGM7fR3XvPnazJ6J_3zEK18 ?2-0-0 27-0-0 31-4-0 35-8-0 40-4-0 5-0-0 5-0-0 4-4-0 4-4-0 4-8-0 5x6 = 5x6 = ' 930 10 31 29 5x6 = 5x6 = 4x10 6.00 12 6 3x4 = 28 11 4x6 26 27 4x6 25 4 5 3x4 3 15 5x6 = 24 14 16 3x4 ZZ 13 co17 34 3x4 ZZZ �oz 4x10 3.00 12 20 19 18 12 3x4 I 5x8 MT18HS = 3xe 5-7-4 10-4-0 10,8-0 17-0-0 26-8-0 31 Scale = 1:76.6 CO 6 LOADING (psf) = =640 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.31 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.57 14-15 >619 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.16 20 n/a n/a BCDL 10.0 i 1 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.45 14-15 >791 240 Weight: 270lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc puffins, BOT CHORD l4 SP M 30 except end verticals. WEBS 2 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-4-15 oc bracing. 1 ', 20: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 5-18, 5-17, 7-17, 10-13, 11-20 !REACTIONS. (1 /size) 2=-711/0-3-8, 18=3144/0-8-0, 20=640/0-8-0 ax Horz 2=579(LC 12) ax Uplift 2=-893(LC 17), 18=-2219(LC 12). 20=-378(LC 12) G 2343 LC 9 18 31 5 LC 21 20 LC 1 I ax rav = ( ), 4 ( h ( ) FORCES. (Ib) - ex. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD -3=-2007/2539, 3-5=-2630/2795, 5-6=-794/834, 6-7=-591/684, 7-8=-490/406, 9=-403/387, 9-10= 303/395, 10-11=-372/339, 12-20=-640/536, 11-12=-687/608 BOT CHORD -19= 204211260, 18-19=-204211260, 17-18=-2563/2097, 14-15=-398/519, 3-14— 197/277 WEBS -19= 409/254, 3-18= 468/814, 5-18= 2234/2011, 5-17=-1712/2077, 6-17=-636/714, -17=-994/827, 7-15=-559/752, 8-15=-209/293, 8-14= 285/256, 11-13=-410/552 NOTES- 1) Unbalanced ro f live loads have been considered for this design. 2) Wind: ASCE 7,, 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl. GCpf=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-10, Interior(1) 1-11-10 to 17-0-0, Exterior(2) 1 17-0-0 to 21-0- 3, Interior(1) 27-0-0 to 35-8-0, Exterior(2) 35-8-0 to 39-8-6 zone; porch left exposed;C-C for members and forces & MWFRS for re Ictions shown; Lumber DOL=1.60 plate grip DOL=1.60 �3) Provide adequ to drainage to prevent water ponding. 'f20 14) All plates are h plates unless otherwise indicated. 15) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I6) ' This truss ha 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 he bottom chord and any other members. 7) Bearing at join s) 20 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of beE ing surface. 8) Provide mechc ilcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=893, 18=221 , 20=378. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V . ity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for i se only with MlTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system, fore 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 Meek° Is always requirefor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. afety �mati a delivery,Quality Criteria, DSB-89 and BCSI Building Component Street, Blvd. Inf from Truss Plate Institute. 218 Nam. Lee Suite 312, Alexandria, VA Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097414 75187 G5 PIGGYBACK BASE 1 1 Job Reference o tional Chambers I russ, c., FOrI Pierce, FL 8.130 s Mar i i 2018 ivii I en IHULIS ES, uic. m 61 i rvtay c i ue:ua.uo au r o ray. r ID:S9kRXIZUNulg5asCD5T6PQzFlTo-5zcjxR3XAw8OD_l5ALMENUvHArNHesgkCzrtW WzEK17 -2-0-0 5-7-4 10-8-0 14-10-0 19-0-0 24-0-0 26-8-0 29-0-0 31-4-0 35-8-0 40-4-0 2-0-0 5-7-4 5-0-12 4-2-0 4-2-0 5-0-0 2-8-0 2-4-0 2-4-0 4-4-0 4-8-0 Scale = 1:76.2 5x6 = 5x8 MT18HS = 5x8 MT18HS = 6.00 12 3x4 5x6 = 9P9 10 30 28 6 7 4x10 11 27 3x6 26 4x5 5 4 co 0 3x4 ao � n I 3 16 5x8 = 15 m 14 rb 25 3x4 1 18 17 3x4 I m 2 1 13 rh 3x6 % 3x4 zZ 7: 1 4x5 3.00 12 0 21 20 19 12 3x4 I I 5x8 MT18HS = 3x8 Zz 5-7-4 10-4-0 10r$-0 19-0-0 26-8-0 29-0-0 , 3i-4-0 35-8-0 40-4-0 5-7-4 4-8-12 0-4-0 8-4-0 7-8-0 2-4-0 2-4.0 4-4-0 4-8-0 !Plate Offsets X, -- 6:0-5-8,0-2-4 , 9:0-3-0,0-2-0 , 10:0-5-0,0-2-0 , 19:0-6-0,0-3-0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.29 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.54 14-15 >648 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.16 21 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.42 14-15 >849 240 Weight: 275 lb FT = 20% LUMBER- BRACING - OF CHORD 21 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc puriins, 'SOT CHORD 2 11 SP M 30 except end verticals. WEBS 2 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or4-7-11 oc bracing. 11'21: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 4-19, 4-17, 6-17, 6-16, 10-13, 11-21 REACTIONS. (I {size) 2=-586/0-3-8, 19=2973/0-8-0, 21=686/0-8-0 Max Harz 2=579(LC 12) Max Uplift 2= 745(LC 17), 19= 2129(LC 12), 21= 402(LC 12) M x Grav 2=332(LC 9), 19=2973(LC 1), 21=686(LC 1) FORCES. (lb) - M., Comp./Max. Ten. -All forces 250 (lb) or les's except when shown. TOP CHORD i3=-1694/2226, 3-4=-2292/2464, 4-6— 317/342, 6-7=-512/495, 7-8= 512/495, -9=-411 /439, 9-10=-325/412, 10-11=-401 /358, 12-21=-686/566, 11-12= 741 /642 BOT CHORD 20=-1771/1006, 19-20=-1771/1006, 17-19=-2279/1787, 16-17=-269/186, -16=-404/527, 14-15=-446/574, 13-14=-209/296 EBS 20=-416/234, 3-19— 418/765, 4-19=2118/1904, 4-17=-1683/2109, 6-17= 1036/1035, 16=-695/899,7-16=-393/42218-15= 176/264,8-14=-530/447,11-13=-446/603 NOTES- 1) Unbalanced ro( I live loads have been considered for this design. 2) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21fh B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., IGCpj=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-10, Interior(1) 1-11-10 to 19-0-0, Exterior(2) 19-0-0 to 23-0- , Interior(1) 29-0-0 to 35-8-0, Exterior(2) 35-8-0 to 39-8-6 zone; porch left exposed;C-C for members and forces & MWFRS for re ctions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ ie drainage to prevent water ponding. 4) All plates are M 20 plates unless otherwise indicated. 5) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss ha 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 a bottom chord and any other members. Bearing at joint ) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bea ng surface. 8) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=745, 19=212 , 21=402. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 $904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- Vey Design valid for ty design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. i e only with MITek® connectors. This design is based only Is for Individual building a truss system. B6, upon parameters shown, and an component not ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. VacIng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTek° is always requlr for stability and to prevent collapse with possible personal injury and.. property damage. For general guidance regarding the fabrication, storc e, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI 16luality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatio, available from Truss Plate Instilute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097415 75187 G6 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, c., Fort Pierce, FL e.tsu s mar i 1 2u18 ivii i er: inausrries, Inc. ivion Maypi ua:ua:bu 2ui a rage 1 I D:S9kRXIZU Nul g5asC D5T6PQzFITo-Z9A58n49xEGFr8KHk2tTwhSU9FIZNJ ItQdbQ2yzEK16 31-4-0 -2-0-f 5-7-4 10-8-0 15-9-4 W0 l%8 25-10-8 2 -8- 30-10-8 31 4 35-8-0 40-4•D 2-057-4 SO-12 51-4 51-4 SO-0 9- 4-2-8 0- -12 4-4-0 4-8-0 TOP CHORD UNDER PIGGYBACKS 0-2-12 Scale=1:77.7 TO BE LATERALLY BRACED BY 5x8PURLIN= 3x4 11 6x8 = 6x8 TYPICAL. S AT 2-0-0 OC. MAX. 6.00 12 7 27 B 28 9 29 10 30 TYPICAL. 4x10 3x5 - 11 26 3x6 i 6 4x5 i 5 4 6 3x4 `O cb 15 m Sx8 = 14 25 i7 3x4 5 13 3x4 II � it 18 3x6 % 3x4 Z 7 � 4x5 3.00 12 21 20 19 12 x5 = 3x4 11 5x8 MT1 OHS = 3x8 31.4.0 i 57-4 10-4-0 146-0 159-4 20-10-8 26-8-0 30-1" 31 356-0 40-4-0 5.7.4 4-8-12 0 4 1, 51-4 51.4 59-8 4-2-8 0-2 2 4-4-o 4-8-0 0-2-12 Plate Offsets X, -- 7:0-6-0,0-2-8 , 10:0-5-6,0-3-0 , 19:0-6-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.55 14-15 >635 240 MT18HS 244/190 BCLL 0.0 Rep Stress incr YES WB 0.82 Horz(CT) 0.16 21 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.43 14-15 >814 240 Weight: 287lb FT=20%a LUMBER- BRACING - TOP CHORD 2), SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, 90: 2x6 SP No.2 except end verticals. BOT CHORD 2 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. WEBS 2 i SP No.3 *Except` WEBS 1 Row at midpt 4-19, 4-18, 6-18, 7-16, 10-13, 11-21 11' 21: 2x8 SP 240OF 2.0E REACTIONS. (I I size) 2= 640/0-3-8, 19=3048/0-8-0, 21=666/0-8-0 x Horz 2=579(LC 12) x Uplift 2=-803(LC 22), 19= 2165(LC 12), 21=-393(LC 12) t /t x Grav 2=376(LC 9), 19=3051(LC 21), 21=666(LC 1) FORCES. (lb) - lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3=-1664/2280, 3-4=-2307/2616, 4-6=-871/1008, 7-8=-398/448, 8-9=:400/450, -10=-313/386, 10-11=-375/335, 12-21=-666/533, 11-12= 704/599 BOT CHORD 20=-1866/997, 19-20=-1866/997, 18-19=-2434/1854, 16-18— 882/619, 14-15= 247/354, 3-14=-202/299 WEBS 20=-402/250, 3-19= 487/856, 4-19=-2142/1794, 4-18=-1505/1899, 6-18=-1426/1257, 16=-779/1061, 7-16= 833/729, 7-15=-542/744, 8-15=-431/435, 10-13=-248/257, 1-13=-408/581 Unbalanced ro "f live loads have been considered for this design. Wind: ASCE 7 i, 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl. GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-10, Interior(1) 1-11-10 to 20-10-8, Exterior(2) 20-10-8 to 39- 6, Interior(1) 39-8-6 to 40-0-6 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 Provide adequ to drainage to prevent water ponding. All plates are T20 plates unless otherwise indicated. This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss ha 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 he bottom chord and any other members. Bearing at joint s) 21 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bea Ing surface. Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803119=21 , 21=393. Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING - V �,�ffy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for se only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. fore use. Me, 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" B always requir for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infon ' i available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097416 75187 GRA Hip Girder ' 1 1 I Job Reference (optional) Chambers Truss, c., r-or rrerce, IL BA3u s near i i 20iB Mi r eir mausmes, inc. Mon May n ua:t u:ut tut a rage i li I D:S9kRXiZUNul g5asC D5T6PQzFlTo-VYIrZT5PTrWz4RUfrTvx?6XpL3QCrLPAux4X7gzEK14 -2-0-0 3-9-4 7-0-0 11-0-0 15-0-0 18-2-12 22-0-0 24-0-0 2-0-0 3-9-4 3-2-12 4-0-0 4-0-0 3-2-12 3-9-4 2-0-0 Scale=1:42.8 Special NAILED Special 4x6 = NAILED 3x8 NAILED 4x6 = 3 18 19 4 20 21 5 6.00 12 741 m o_ r� 2 I m s m Iv 1 11 10 22 9 23 8 7 � 4x4 = 4x6 = 2x3 II NAILED 3x4 = 4x4 = 3x4 = NAILED NAILED Special Special 3-9-4 7-0-0 11-0-0 15-0-0 18-2-12 22-0-0 3-9-4 3-2-12 4-0-0 4-0-0 3-2-12 3-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.19 9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 104lb FT=20% TOP CHORD 2 SP M 30 BOT CHORD 244 �14 SP M 30 WEBS 2 SP No.3 REACTIONS. (I/size) 2=1634/0-8-0, 6=1634/0-8-0 x Horz 2=164(LC 7) x Uplift 2=-1160(LC 8), 6=-1160(LC 8) x Grav 2=1653(LC 29), 6=1653(LC 30) FORCES. (lb) - lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -3=-2936/1854, 3-4=-2616/1745, 4-5=-2616/1745, 5-6=-2936/1854 BOT CHORD -11=-1448/2659, 9-11 =-I 691/2964, 8-9=-1691/2964, 6-8=-1443/2574 WEBS -11=-356/882, 4-11=-517/374, 4-9=-34/258, 4-8=-517/374, 5-8=-356/881 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc putlins. BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. Unbalanced rot f live loads have been considered for this design. Wind: ASCE Al 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4fh Cat. II; Exp C; Encl.' GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Provide adequ 'te drainage to prevent water ponding. This truss has I een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss ha 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 i he bottom chord and any other members. Provide meth Iiical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1160, 6=11 . "NAILED" indi 1 tes 3-1od (0.148"x3") or3-12d (0.148"x3.25") toe -nails per NDS guidlines. Hanger(s) or o ier connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 361 lb up at 7-0-0, and 234 Ib down and 361 lb up at 15-0-0 on top chord, and 418 lb down and 176 lb up at 7-0-0, and 418 lb down and 176 lb up at 14-11-4 1 n bottom chord. The design/selection of such connection device(s) is the responsibility of others. In the LOAD C SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .OAD CASE(S) tandard Dead + Roof Li a (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads plf) Vert: 1 =-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated I ads (lb) Vert: 3'-162(B) 5=-162(B) 1 1=-297(B) 9=-57(B) 8= 297(B)4=-110(B) 19= 110(B) 20= 110(B) 22= 57(B) 23=-57(B) Walter P. Finn PE No.22839 Mi7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING- V "ty deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for se only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' a truss system. fore 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 MiTe k" Is always requIrE fabrlcanon, star I for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informali i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097417 75187 I GRB Half Hip Girder ' 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s f liar i 1 2018 MiTek Industries, Inc. Mon May 21 09:10:02 2018 Page i ID:S9kRXIZUNulg5asCD5T6PQzFITo-zksEnp61 Egegib3sPAQAXK4?KSnCae3J7bp4fHzEK13 2-0-0 5-10-4 7-0-12 11-2.0 16-5-12 21-11-4 2-0-0 5-10.4 1-2-8 4-1-4 5-3-12 5-5-8 6x8 = 3x4 I I Scale = 1:54.3 6.00 12 6 15 7 4x8 —_ 6x6 = 7x8 = rtubze nubze 10x10 = mubeb 7x8 — 3x10 II HUS26 HUS26 HUS26 HUS26 HUS26 5-10-4 7-0-12 11-2-0 16-5-12 21-11-4 5-10-4 1-2-8 4-1-4 5-3-12 5-5-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 ;TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 BCDL 10.0 Rep Stress Incr NO Code FBC2017/TP12014 LUMBER - TOP CHORD BOT CHORD WEBS I REACTIONS. i FORCES. (lb) - TOP CHORD BOT CHORD WEBS NOTES- 1) 2-ply truss to t Top chords cc Bottom chord: Webs connect 12) All loads are c ply connection 13) Wind: ASCE 7 II; Exp C; Encl ;4) Provide adegL 15) This truss has 16) ' This truss he will fit betweer 7) Provide mech; 8=4118, 2=31 8) Use USP HUE left end to 21-1 9) Fill all nail hol( LOAD CASE(S) I1) Dead + Roof L Uniform Load Vert: CS1. DEFL. in (loc) I/defl L/d TC 0.50 Vert(LL) 0.2210-12 >999 240 BC 0.47 Vert(CT) -0.2710-12 >980 240 WB 0.92 Horz(CT) 0.06 8 n/a n/a Matrix -MS BRACING- SP M 30 TOP CHORD i SP 240OF 2.0E SP No.3 `Except` BOT CHORD ,6-8: 2x4 SP M 30 WEBS 'size) 8=6474/0-7-4, 2=4830/0-8-0 x Horz 2=566(LC 21) x Uplift 8=-4118(LC 8), 2=-3118(LC 8) ex. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3=-10137/6308, 3-5= 7517/4688, 5-6=-3792/2346 -12=-5990/9000, 10-12= 5990/9000, 9-10= 4399/6680, 8-9= 2238/3449 -10=-3078/4809, 5-9=-4771/3186, 6-9=-4223/6684, 6-8=-6317/4098, 3-12=-1833/2855, 10— 3044/2087 PLATES GRIP MT20 244/190 Weight: 316 lb FT = 20% Structural wood sheathing directly applied or 4-6-1 oc puffins, except end verticals. Rigid ceiling directly applied or 9-1-12 oc bracing. 1 Row at midpt 7-8, 5-9, 6-8 connected together with 1 Od (0.131 "x3") nails as follows: lected as follows: 2x4 - 1 row at 0-7-0 oc. onnected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. i as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-12 2x4 - 1 row at 0-7-0 oc. isidered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft B=45ft; L=24ft; eave=4ft Cat. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 e drainage to prevent water ponding. 9en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 ie bottom chord and any other members, with BCDL = 10.Opsf. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) i (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the 2 to connect truss(es) to front face of bottom chord. where hanger is in contact with lumber. (balanced): Lumber Increase=1.25, Plate Increase=1.25 6-7=-54, 2-8=-20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 sign ily design parameters and REW S ON S AND INCLUDED MITEKREFERANCE 3,2016 RE USE. Design vat id for ''se only with Mil Tek® connectors. Thisdes design is based only upon parameters shown, ndEMlIs oran Individual building component, not Fa Im truss system. fore 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 requlr for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,. star ,ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8 avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 4701 BUCHANON/RIGUEL T14097417 75101 � GRB Half Hip Girder 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Niel 11 201 ^o IV11 I ek Industries, Inc. Man Nlay 21 09:10:02 ZU18 Page 2 ID:S9kRXIZUNulg5asCD5T6PQzFITo-zksEnp61 E9egib3sPAQAXK4?KSnCae3J7bp4fHzEK13 LOAD CASE(S) tandard Concentrated loads (lb) Vert: 1,=-1089(F) 12=-2337(F) 16= 1089(F) 17=-1089(F) 18=-1089(F) 19=-1089(F) 20— 990(F) 21=-806(F) ® WARNING - I dty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid fo ise only with Mil connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. I fore 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 KWIC is always requU111 I for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformati ' n available from Truss Plate institute, 218 N. Lee Street Suite 312. Alexandria, VA 2231A. Tampa, FL 33610 Uob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097418 5187 GRC Hip Girder 1 1 Job Reference (optional) Unambers I russ, 4j:�., t-on NIerce, FL 2-0-01 3-9-4 2 3x4 = 6.00 FIT 3-9-4 7-0-0 8.t:3u s IViar 11 Gu18 IVII I eK Inbusines, mc. ivion arimi zi uu:1 u:U3 zui t5 rage 1 I D:S9kRXIZU Nul g5asCD5T6PQzFITo-SxQc_87f?SmhKle2zuxP4XcAes6BJGOTLFZeBjzEK12 Scale = 1:33.1 Special 4x8 = Special NAILED 46 = 3 15 4 LJ 8 7 16 6 2x3 11 3x6 = 3x4 = NAILED 4x4 = Special Special I6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.08 6-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 6-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 6-11 >999 240 Weight: 74lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc puffins. BOT CHORD 2 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-6-11 oc bracing. WEBS 21, SP No.3 REACTIONS. (I /size) 5=1177/0-8-0, 2=1301/0-8-0 fix Horz 2=159(LC 24) x Uplift 5=-755(LC 8), 2= 944(LC 8) x Grav 5=1218(LC 30), 2=1324(LC 29) FORCES. (Ib) - ax. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD -3=-2230/1377, 3-4=-1979/1341, 4-5=-2241/1403 BOT CHORD 8=-1103/1988, 6-8=-1107/2010, 5-6= 1133/1946 WEBS -8= 132/554, 4-6=-144/585 NOTES- 1) Unbalanced roI f live loads have been considered for this design. 2) Wind: ASCE 71110; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; EncQ GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ' to drainage to prevent water ponding. 4) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss ha 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 he bottom chord and any other members. 6) Provide mechc iical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=755, 2=944. 7) "NAILED" Indic tes 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or o ier connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 361 lb up at 7-0-0, and 234 b down and 361 lb up at 10-4-0 on top chord, and 418 lb down and 176 lb up at 7-0-0, and 418 lb down and 176 lb up at 10-3-4 o!I bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD C SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) tandard 1) Dead + Roof L e (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform LoadsElads plf) Vert: 1=-54, 3-4=-54, 4-5=-54, 9-12=-20 Concentrated (lb) Vert: 2�_l62(F) 4=-162(F) 8-297(F) 6= 297(F) 15=-11 O(F) 16=-57(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING- VV3rw design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE m11-7473 rev. 10/03&015 BEFORE USE. Design valid for i ise only with MITekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. ' fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design I Bracing Indicated is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek` Is always requlr fabrication, stor for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e, delivery, erection and bracing of busses and truss systems, seeANSi/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informall n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 'Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097419 75187 GRID Roof Special Girder R 1 1 Job Reference (optional) Chambers Truss, c., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon may 21 U9:10:05 2018 Page 1 ID:S9kRXIZUNulg5asCD5T6PQzFITo-0JYMPgBwX40PZ3nR4J_t9yiQvgiMn01 mpZ2kGczEK10 -1-12 6-0-0 11-4-0 16-8-0 21-3-0 25-8-4 30-3-4 1-12 2-10-4 5-4=0 5-4-0 4-7-0 4-5-4 4-7-0 Scale = 1:54.0 NA 'ED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8 NAILED NAILED NAILED NAILED 3x4 11 3x10 = 5x8 MT18HS = 3x4 11 5x6 = 5x8 = 3x4 11 1 19 20 2 21 22 23 3 24 4 25 526 2728 6 29 307 31 32 8 15 13 36 37 14 38 39 to I3 34 35 8x18 = 16 NAILED 2x3 I I 8x14 MT18HS = 40 41 12 42 43 44 45 11 10 17 6x10 MT18 it S = NAILED 3x4 II NAILED NAILED NAILED 3x4 I NAILED g 4x12 = NAILED 2x3 I 6x8 = NA ED NAILED NAILED NAILED NAILED NAILED NAILED NAILED -7L O-u-V 11-4-1 12 2-10-4 5-4-0 '1-J-V LO-tl-4 4-7-0 4-5-4 4-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.44 13-14 >810 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.85 13-14 >422 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.27 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.73 13-14 >491 240 Weight: 185lb FT=20% LUMBER- BRACING - TOP CHORD 2 4SPM30 TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc puffins, BOT CHORD 4 SP No.3 *Except* except end verticals. 1 17,9-12: 2x4 SP M 30, 13-15: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing. WEBS 2X4 SP No.3 *Except* WEBS 1 Row at midpt 1-17, 1-15, 3-15, 7-9 1 5,11-13,6-13: 2x4 SP M 30 REACTIONS. (I /size) 17=2354/Mechanical, 9=2357/Mechanical x Uplift 17=-1613(LC 4), 9=-1616(LC 5) FORCES. (Ib) - Oax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-17=-2201/1615, 1-2— 4333/2996, 2-3=-4380/3009, 3-5— 6889/4695, 5-6=-6784/4627, 7=-4204/2854 BOT CHORD 15=-556/605, 14-15= 4473/6597, 13-14=-4473/6597, 5-13=-443/466, 11-12= 193/286, 0-11=-1766/2584, 9-10=-1766/2584 WEBS -15= 3242/4685, 3-15= 2446/1635, 3-14=-217/647, 3-13=-288/322, 11-13=-2728/4016, 13=-2045/2976, 6-11=-1978/1507, 7-11=-1404/2076, 7-10=0/382, 7-9= 3270/2235 NOTES- 1) Wind: ASCE 7I1 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl.; GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequ to drainage to prevent water ponding. 3) All plates are R 20 plates unless otherwise indicated. 4) This truss has een designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) * This truss ha 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 1he bottom chord and any other members. 6) Refer to girder ) for truss to truss connections. 7) Provide meche Ncal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 17=1613,9=1 6. 8) "NAILED" indi 1 ates 3-1 Od (0.148"x3") or 3-12d (0. 148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CWSE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S)f%8=-54,16-17=-20,113-15=-20, tandard 1) Dead+ Roofe (balanced): Lumbertncrease=1.25, Plate Increase=1.25 Uniform Loadplf) Vert: 9-12=-20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V,rUy design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. 71.1se Design valid for only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. &fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design li Bracing Indicated Is To prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing pA Mel( Is always requir f for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sTo ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infori I n available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL 75187 T14097419 GRD Roof Special Girder ` 1 1 i Job Reference (optional) Chambers Truss, Itrc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon May 21 09:10:05 2018 Page 2 I D:S9kRXIZUNul g5asCD5T6PQzFITo-OJYMPg8wX40PZ3nR4J_t9yiQvgiMn01 mpZ2kGczEK10 LOAD CASE(S) (Standard Concentrated loads (lb) Vert: 21� 24(B= =) 14=-143(B) 6110(B) 11=-57(B) 18110(B) 19=-110(B) 20=-1 10(B) 21=-24(B) 22=-24(B) 24=-24(B) 25� 24(B) 26=-110(B) 27=-11=.0(B)29110(B) 30=-1 0(B) 31=-110(B) 32= 110(B) 33=-57(B) 34=-57(B) 35=-57(B) 36=-143(B) 37=-143(B)38=-143(B) 39=-143(B) 40=-57(B) 41=-57(B) 42=-57(B) 43=-57(B) 44=-5 (B) 45=-57(B) ® WARNING - V}IIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II--7473 rev. 10/03/2015 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. ' fore 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 M�Te �• Is always requir for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, stort i ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety intormati available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type city, Ply 4701 BUCHANON/RIGUEL � t T14097420 75187 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Ih1C., "n H!erCe, r-L SA 30 s !vlar if Lill b Ai ! ex marrs6!ES, inc. iVlan May Zl Uu:7 U:U/ 207 ii rage t I D:S9kRXIZU NuIg5asC D5T6PQzFITo-Kif7g W AA3hG7oMxpgOLENnq I TU2Fxh2GsXrKUzEK1 _ 42-0-2 Scale = 1:76.7 5x8 NAILED NAILED Special = 3x6 = NAILED NAILED NAILEDNAILED NAILED 5x8 = 4 5 30 316 7 32 8 33 34 9 35 36 10 6.00 FIT 11 s 12cO Cl) 3 18 o a 37 38 17 39 40 16 41 42 15 14 0 NAILED Special CO co � 2 5x8 =NAILED NAILED Sx6 = NAILED 3x5 = 1 NAILED NAILEDNAILED 0 23 22 21 20 19 3x5 3x6 = 3x8 = 3x6 11 —� 42-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.42 15-16 >516 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.25 15-16 >871 240 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) -0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 225 lb FT = 20% TOP CHORD 21 SP M 30 BOT CHORD 2 SP M 30 `Except` 6-�I9: 2x4 SP No.3 WEBS 2 4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. ACTIONS. (1 'size) 2=910/0-8-0, 19=1416/0-7-4, 14=668/0-8-0 x Horz 2=281(LC 8) x Uplift 2=-634(LC 8), 19= 1298(LC 8), 14= 977(LC 8) x Grav 2=927(LC 36), 19=1446(LC 21), 14=839(LC 37) RCES. (lb)- ax. Comp./Max. Ten. -Alf forces 250 (lb) or less except when shown. P CHORD -3= 1530/811, 3,4=-924/555, 4-5=-516/453, 8-9= 1041/1497, 9-1 0=-1 026/1484, 0-11=-633/902,11-12= 506/702 T CHORD 23=-862/1474, 21-23=-862/1474, 20-21= 439/806, 18-19= 1398/1309, 6-18=-264/238, �7-18— 1415/1051, 16-17=-1415/1051, 15-16=-668/506, 14-15=-673/513, 12-14=-673/513 :BS 23=0/256, 3-21=-705/443, 4-21=-93/397, 4-20=-427/231, 18-20=-371/640, 18=-689/495, 8-18=-1124/1495, 8-17= 280/252, 9-16=-262/237, 10-16=-824/718, 1-14=-469/515 1) Unbalanced ro f live loads have been considered for this design. 2) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl. GCpi=0.18; MW FRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3 1 4 MT20 unless otherwise indicated. 5) This truss has sen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss ha 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 she bottom chord and any other members. 7) Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=634, 19=12 , 14=977. B) "NAILED" Indictes 3-10d (0.148" xX) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or of er connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 213 lb up at 37-0-0 on top c(ord, and 211 lb down and 164 lb up at 36-11-4 on bottom chord. The design/selection of such connection device(s) is the responsi lity of others. 10) In the LOAD ,ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) tandard of 1) Dead + RoLie (balanced): Lumber Increase=1.25, Plate Increase=1.25 Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V 1Tlfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MI/-7473 rev. 10/03/2015 BEFORE USE Design valid for Ise only with MITek® connectors. this design is based only upon parameters shown, and Is for an indivtduai building component not �° a iruss system. for 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 requir for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sior ige, delivery, erection and bracing of trusses and truss systems, seeANSiRPIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalio i i available from Truss Plate Instilute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097420 5187 GRE Y HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, P PC., Fort Pierce, FL 8030 s iviar i i wits Mi i ex inausmes, Inc. mion r;iay 21 09-:i0:0 zuia rage z I D:S9kRXIZU Nulg5asC D5T6PQzFITo-Kif7q W AA3hG7omxpgOLENnq 1 TU2Fxh2GsXrKUzEK1 _ -OAD CASE(S) 3tandard Uniform Loads plf) Vert: 1 i4=-54 4-10=-54, 10-12= 54, 12-13=-14, 19-24=-20, 18-27= 20 Concentrated I I ads (lb) Vert: 1==72(B) 17=9(B) 15=91(B) 37=9(B) 38=9(B) 39=9(B) 40=9(B) 41=9(B) 42=9(B) ® WARNING - I Hfy design parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE Mlh7473 rev. 10/03/2015 BEFORE USE. Design valid for se only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �° a truss system. fore 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 �� pp M iTeW Is always requir for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, sto e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPi 1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informati n available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL t T14097421 75187 GRF Half Hip Girder 1 2 Job Reference (optional) ChambersTruss, russ, c., Fort Pierce, F-L 8.130 s rna: r 1 4-0 mo i en a iuuau Iec, MC. uiu i w ay c j ua. ! u.uo c , o raga ID:S9kRXIZUNulg5asCD5T6PQzFITo-ouDVlsBoq?O_QW WOmRXanbK?6tml_LCCVWGPrxzEKOz j -2-0-0 5-1-12 7-0-12 9-9-0 13-6-8 17-4-0 2-0-0 5-1-12 1-11-0 2-8-4 3-9-8 3-9-8 I 4x8 = Scale=1:37.1 2x3 11 6x8 = 4 5 6 3x6 i 3 I I 6.00 FIT I i 2 1 11 10 14 9 15 16 8 17 3x6 — 3x10 II 4x6 = HUS26 6x8 = HUS26 8x10 — HUS26 4x10 I HUS26 HUS26 5-1-12 7-0-12 9-9-0 13-6-8 17-4-0 5-1-12 1-11-0 2-8-4 3-9-8 3-9-8 !Plate Offsets Y -- 4:0-5-4,0-2-0 , :Ed e,0-3-8 , 9:0-2-12,0-4-8 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.14 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.16 11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, BOT CHORD 2 SP No.2 except end verticals. WEBS 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-4 oc bracing. REACTIONS. (1 size) 7=4646/0-8-0, 2=3428/0-8-0 x Horz 2=372(LC 8) ly II Uplift 7=-2915(LC 5), 2= 2244(LC 8) ,FORCES. (lb) - Aax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. !TOP CHORD -3=-6972/4335, 3-4=5078/3194, 4-5=-3191/2001, 5-6=-3191/2001, 6-7=-4308/2745 IBOT CHORD 11= 4033/6171, 9-11= 4033/6171, 8-9=-2946/4612 WEBS 9=-2547/3939, 4-8=-2307/1561, 5-8= 213/306, 6-8=-3299/5263, 3-11=-1688/2611, 9=-2660/1844 NOTES- 1) 2-ply truss to b connected together with 1 Od (0.131 "x3") nails as follows: Top chords cot iected 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 connect 'd as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-11 2x4 - 1 row at 0-7.0 oc. 'nsldered 2) All loads are cc equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connection ftave been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced to f live loads have been considered for this design. 14) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl. IGCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide ad equ to drainage to prevent water ponding. 6) This truss has 'seen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss ha ibeen 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 I he bottom chord and any other members. Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) i8) 7=2915, 2=224 � . 9) Use USP HUS 6 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 15-0 II 2 to connect truss(es) to back face of bottom chord. 10) Fill all nail hol s where hanger is in contact with lumber. LOAD CASE(S) 11) Dead + Roof Li tan dard Walter39 le (balanced)- Lumber Increase=1.25, Plate Increase=1.25 , Uniform Loads MITek USAP. MiTek USA, I. FL Carl 863d Inc. Fl. Carl 66 plf) Vert: 1 =-54, 4-6= 54, 2-7= 20 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING - V Uy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01-7473 rev. 1010312015 BEFORE USE. ° Design valid for � se only with MiTek® connectors. This deslgn is based only upon parameters shown, and Is for an Individual building component, not a truss system. B fore 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. Addlfionat temporary and permanent bracing MiTek" Is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaI14 i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097421 75187 GRF Half Hip Girder ` 1 2 Job Reference (optional) Chambers Truss, �Iic., Fart Pierce, FL LOAD CASE(S)tandard Concentrated loads (lb) Vert: I=-2334(B)14=-1089(B)15= 1089(B)16=-1089(B)17= 1089(B) 8.130 s Mar 112018 MiTek Industries, Inc. futon May 21 09:10:08 2018 Page 2 ID:SgkRXIZUNulg5asCD5T6PQzFITo-ouDVlsBoq?O_QW WOmRXanbK?6tml_LCCVWGPrxzEKOz ® WARNING - V rify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid forse only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �" a truss system. fore 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 M!Tek° Is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor Safety Informatl e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI l Quality Criteria, DSB-89 and BCSI.Building Component : n available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply 4701 BUCHANON/RIGUEL I Al T14097422 75187 GRG ROOF SPECIAL GIRDER 1 i Job Reference (optional) Chambers I runs, c., FOR Fierce, i-L 8. 1 au 5 war 7 7 ZU I O MI I &K InuuSlrleh, Mn . 1Y .) 690y 1. U.y:1 U: 1V LU 1 O r Vy , I D:S9kRXIZUNul g5asC D5T6PQZFiTo-kH LFSYC2LceifggOtsa2sOPK3hTGSEuVygmVwpzEKOx -2-0-0 3-9-0 7-0-0 10-6-0 13-10-0 17-0-0 21-10.0 26-6-0 30-B-10 2-0-1 34-9-5 37-5-11 6-9-1 43-3-4 2-0-0 3-9-4 3-2-12 3.8.0 3.2.0 3-2-0 4-10-0 4.10.01-4-32-8-74-5-5 Scale = 1:79.4 5x6 = 7 3x4 i 3x4 5x8 MT1 BHS = 6 8 3x6 Special 3x10 = 5x6 = 9 6.00l 2 3x4 3 NAILED 4 10 27 Is 5x8 = o 16 14 0 0 cm 2 16 17 3x5 3x4 13 v m 0 1 4x5 3x6 4x6 � 3x41111 Io 20 28 19 3.00 12 3x5 3x4 11 5x8 MT18HS = 3x5 c Special SNP3 3-9A 7-0-0 10-4-0 1 -0 13-10-0 17-0-0 21-10-0 26-8-0 32-0-14 37-5-11 43-3-4 3-9.4 3-2-12 3-4-D D-4-o 3-2-0 3-2-0 4-10.0 4-10-0 5-0-14 5-0-14 (Plate Offsets X, -- 3:0-6-0,0-2-8 , 4:0-3-8,0-1-8 , 11:0-2-9,0-0-9 , 19:0-6-0,0-3-0 !LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP iTCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.20 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.37 12-14 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.27 12-14 >999 240 Weight: 215lb FT=20% LUMBER- BRACING - TOP CHORD 2 I111 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD 2 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. WEBS 24 SP No.3 (REACTIONS. (III size) 2=-103/0-3-8, 19=3209/0-8-0, 11=937/0-7-4 M x Harz 2=379(LC 7) Nix Uplift 2=-691(LC 7), 19=-2245(LC 8), 11=-565(LC 32) Mlx Grav 2=85(LC 17), 19=3209(LC 1), 11=957(LC 14) :FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3=-1106/1948, 3-4=-1221/2386, 4-5=-188/546, 5-6=-1226/770, 6-7=-1473/858, 8= 1484/853, 8-10=-2324/1345, 10-11=-2897/1693 BOT CHORD-20=-1765/1084, 19-20=-1784/1096, 18-19=-2514/1498, 16-18=-548/354, �`16= 43211250, 14-15=-98B/2102, 12-14=-1459/2613, 11-12=-1453/2595 WEBS 00=-813/780, 3-19=-2118/1624, 4-19=-918/583, 4-18=-1192/2075, 5-18— 1027/693, -16=-685/1439, 6-16=-481/301, 6-15= 65/357, 7-15=-530/1011, B-15=-930/638, 14=-118/358,10-14=-612/461 NOTES - Unbalance To • f live loads have been considered for this design. 2) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl. GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ �e drainage to prevent water ponding. 4) All plates are IVT20 plates unless otherwise indicated. 5) This truss has seen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' This truss ha ;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 a bottom chord and any other members. 7) Bearing at joint:,) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beer ng surface. p) Provide me&4 ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=691, 19=224 , 11=565. 9) Use USP SNP (With 8d x 1-1/2" nails into Girder & 8d x 1-1/2" nails into Truss) or equivalent at 9-0-12 from the left end to connect truss(es) to fro face of bottom chord. 01 a nalo 12 SNP3: A minwhere hanger is contact with lumber. 1) 'NAILED" ind!11 3ales 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11 Wafter P. Finn PE No.22839 um of (6) 8d x 1-1/2" nails are required into each member. All nailing is required in face of supported chords. For MiTek USA, Inc. FL Cart 6634 sloped applic Ions, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 8904 Parke East Blvd. Tampa FL 33610 13) Hanger(s) or her connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 194 lb up at 7-0-0 on top c ord, and 560 lb down and 422 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is Date: the responsibi try of others. May 21,2018 ® WARNING - V e�Ity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEM11-7473 rev. 10/032015 BEFORE USE. Design valid for �se only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not a truss system. N fore 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 reclulrel for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storc I delivery, erection and bracing of trusses and truss systems, seeANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalic p available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL * T14097422 75187 GRG ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Chambers Truss, LOAD CASE(S) !1) Dead+Roof Uniform Load Vert: Concentrated Vert: Fort Pierce, FL (balanced): Lumber Increase=1.25, Plate Increase=1.25 3-5=-54, 5-7=-54, 7-11=-54, 19-21=-20, 15-19= 20, 15-24=-20 20= 492(F) 27=33(F) 28=-251(F) 8.130 s f0ar 11 201 B Mi I ek Industries, Inc. Mon May Zt u9:1U:Iu ZU7 B rage 2 I D:S9kRXIZUN ulg5asC D5T6PQzFITo-kH LFSYC2LceifggOtsa2sOPK3hTGSEuVygmVwpzEKOx ® WARNING - V ,,rIfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. f0/03/2015 BEFORE USE. Design valid for se only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. 6 fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building deslgn Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always requirefor fabrication, star stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaN n avaliabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL lob � T14097423 75187 GRK Half Hip Girder 1 1 Job Reference (optional) Chambers I russ, i,•C., ran FierCe, t-L n. ! ou s miaf , i cv 1c .-, en a,uuau,es, n,c. ,.on.v,ay c i v . . aea ID:S9kRXIZUNulg5asCD5T6PQzFITo-9SOO4ZFXeX1 GW HPzY_71Ue1 nruPUfdNxeo_AX8zEK0u 31-8-0 -2-0-0 3-9-4 7.0-0 11-6-13 16-5-10 21-2-6 25-11-3 30-0-0 -8- 2-11.8 2 3-9-4 3-2-12 4-8-13 4.8-13 4-8-13 4-8-13 4-0-13 -8- 1-3-8 1.0-0 Scale = 1:63.2 5x8MT18HS= NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 5x6 WB= NAILED 3x5 = NAILED Sx6 = 6.0 12 3 27 28 29 4 30 31 S 32 6 7 33 34 35 8 36 37 9 10 381 m Cr O M N 2 m �' ro 2 o jq 0 1 14 49 1 23 39 40 22 41 21 42 20 43 44 i9 45 46 18 47 48 17 16 6x10 MT18HS = 4x6 2x3 11 NAILED 4x5 = 5x8 MTi8HS = NAILED NAILED NAILED 7x10 = Sx10 = 6x8 = Special NAILED NAILED NAILED NAILED NAILED NAILED 2x3 II NAILED NAILED 31-8-0 3-9-4 7-0.0 11-&13 16-5-10 21-2-6 25-11-3 20-0-0 -B- 2-it-B 3-9-4 32.12 4-8-13 4-&13 4-8-13 4-8-13 4-0-13 8- 1-0-0 Plate Offsets X, -- 3:0-5-8,0-2-4 , 6:0-3-0,Ed e , 13:0-6-4,0-4-8 , 15:0-3-4,0-2-12 (LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.35 20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.66 20-22 >593 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.58 20 >682 240 Weight: 196lb FT=20%a (LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-3 oc bracing. WEBS 2 SP No.3 `Except' WEBS 1 Row at midpt 7-18, 8-15 1 '18:2x4SPM30 OTHERS 2 SP No.3 -TIONS, (Itp'size} 12=2539/Mechanical, 2=2463/0-8-0 M' x Horz 2=293(LC 25) x Uplift 12=-1719(LC 5), 2=-1720(LC 8) x Grav 12=2539(LC 1), 2=2469(LC 29) :ES. (lb) - ax. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. CHORD 3=-4709/3085, 3-4= 5614/3840, 4-5=-6072/4141, 5-7=-5550/3782, 7-8=-4084/2774, -9— 2084/1425, 9-10= 1321/890 CHORD -23= 2830/4161, 22-23=-2835/4185, 20-22=-3840/5614, 19-20= 4141/6072, 8-19= 3782/5550, 17-18=-167/269, 10-13=-1730/2536, 12-13=-860/1275 S 23— 120/595, 3-22— 1270/1894, 4-22=-908/766, 4-20=-407/592, 5-20= 129/260, -19= 671/448, 7-19=-255/671, 7-18=-1851/1274, 8-18=-463/930, 15-18=-2608/3808, -15= 2431/1646, 13-15=-1489/2192, 9-13=-1564/1088, 10-12= 2754/1859, �-15=-586/981 Unbalanced ro f live loads have been considered for this design. Wind: ASCE 7 5 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3:Opsf; h=21ft; 6=45ft L=33ft; eave=oft; Cat. II; Exp C; Encl. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Provide adequ 'te drainage to prevent water ponding. All plates are 20 plates unless otherwise indicated. } All plates are 3 4 MT20 unless otherwise indicated. This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss ha 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. Refer to girder ) for truss to truss connections. Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1719, 2=1 0. 0) "NAILED" Indates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 1) Hanger(s) or :her connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 365 lb up at 7-0-0 on top c iord, and 418 lb down and 176 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibi Ity of others. 2) In the LOAD ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - U' 1 ' design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for se only with MiTek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not �' a truss system. fore 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 M iTe k" Is always requir for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor, ge, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informati n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jbb Truss Truss Type city Ply 4701 BUCHANON/RIGUEL T14097423 75187 GRK Half Hip Girder 1 1 Job Reference (opt I Chambers I cuss, Inc., "I l Nierce, FL U 20 s k4ar 1 i 20i a Mi i ek inuusrries, Inc. Mon May 2 i 09: 10: 13 as r o rage 2 ID:S9kRXIZUNulg5asCD5T6PQzFITo-9sOO4ZFxeX1 GW HPzY_7lUel nruPUfdNxeo_AX8zEK0u LOAD CASE(S) 3tandard 1) Dead + Roof L ll+ve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Load I(plf) Vert: 3= 54, 3-11=-54, 16-24=-20, 14-15=-20, 12-13= 20 Concentrated loads (lb) f Vert: L-162(F) 6= 110(F)23=-297(F)19=-57(F) 7=-110(F) 28=-110(F) 29= 110(F)30=-110(F) 31= 110(F) 32= 110(F) 34=-110(F) 35=-110(F) 36=-110(F) 37= 1 IilO(F) 38=-20(F) 39= 57(F) 40=-57(F) 41— 57(F) 42=-57(F) 43— 57(F) 44=-57(F) 45= 57(F) 46=-57(F) 47=-57(F) 48=-57(F) 49= 146(F) & WARNING - V w design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 10/03,2015 BEFORE USE. ' Design valid for - se only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. building designJ More use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing MiTek" Is always requir for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor< ige, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informati ,p available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097424 75187 GRL Roof Special Girder 1 3 Job Reference (optional) unamoers i russ, c., FOri NlerOe, IL SA 30 s k4ar i l 20i a Mi eK mausrnes, MU. Man May 21 ua: r u: r o 20, a rage , ID:S9kRXIZUNulg5asCD5T6PQzFITo-5E88VFGBABH_mbYMgP9DZ36ECi527W IE66TGblzEKOs j 2 -0 2-0-0 3-4-0 4-9-0 7.0-12 9-4-0 13-11-0 15-4-0 16-7-3 18-7-3 2- -0 2-0-0 1-4-0 1-5-0 2-3-12 2-3-4 4-7-0 1-5-0 1-3-3 2-0-0 Scale-1.,35.3 4x4 I I I 6 3X5 i 5 6.00 12 ! 3x8 i 3x8 a 7 Special 2x3 I I 21 3x4 It 3 8 ' 9 2 17 16 6x8 15 7x8 = 14 22 23 1 lox10 =ITI 0 rn 4 Io r 3x4 II HUS26 HUS26 13 P4 1 HUS26 HUS26 5x8 MT18HS 11 25 4X8 c 11 ALL CONCENTRATED LOADS 8x14 = 7- ! 2.sa 12 Special i MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. 2-0-0 3-4-0 4-9-0 7-0-12 9.4-0 13-11-0 15-4-0 , i6-7-3 , 16-7-3 M-0 1-4-0 1-5-0 2-3-12 2-3-4 4-7-0 1-5-0 1-3-3 2-0-0 !Plate Offsets (X,Y)-- [2:0-6-6,0-0-61, [9:0-11-11,0-0-01, [10:1-2-8,0-0-121, r15:0-4-0,0-4-121 ! !LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.16 12-14 >999 360 MT20 244/190 ITCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.30 12-14 >699 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.16 9 n/a n/a �BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.24 12-14 >867 240 Weight: 353lb FT=20% TOP CHORD BOT CHORD IWEBS 2) (REACTIONS. (I N Iv (FORCES. (lb) - �TOP CHORD BOT CHORD WEBS NOTES- 1) N/A 2) N/A 3) 3-ply truss to b Top chords coi Bottom chords Webs connect staggered at D- oc. 4) All loads are c( ply connection: 5) Unbalanced to 6) Wind: ASCE 7 I II; Exp C; Encl. All plates are h 8) This truss has 9) . This truss ha: will fit between 10) Bearing at joil capacity of be j11) Provide mecl- I9=4250, 2=2E SPM30 SP No.3 `Except` 16,9-12: 2x6 SP 240OF 2.OE, 10-13,9-11,2-16: 2x6 SP No.2 SP No.3 ze) 9=7131/0-7-3, 2=3973/0-8-0 Horz 2=192(LC 7) Uplift 9= 4250(LC 8), 2=-2599(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3=-13525/8399, 3-4=-13561/8487, 4-5=-11061/6980, 5-6=-8865/5557, 6-7=-8659/5389, 8=-15984/9645, 8-9= 14638/8786 16=-1651/2723, 15-16=-7797/12584, 14-15=-6129/9907, 12-14=-8734/14532, 12=-2708/4704, 8-1 0=-1 486/1097, 9-11 =-1 47/260, 2-17=-7581/12261, i-17=-7621/12317, 10-12=-8551/14291, 9-10=-7830/13088 14= 4638/7483, 7-14= 7021/4211, 5-15=-2055/3095, 4-15= 3005/1873, 14=-2990/2042 connected together with I Od (0.131 "x3") nails as follows: iected as follows: 2x4 - 2 rows staggered at 0-6-0 oc. onnected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. I as follows: 2x4 - 1 row at 0-5-0 oc, Except member 14-7 2x4 - 1 row at 0-9-0 oc, member 5-15 2x4 - 2 rows -0 oc, member 4-15 2x4 - 1 row at 0-9-0 oc, member 5-14 2x4 - 1 row at 0-9-0 oc, member 3-17 2x4 - 1 row at 0-9-0 isidered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. f live loads have been considered for this design. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4fh Cat. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 F20 plates unless otherwise Indicated. een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 Te bottom chord and any other members. (s) 9, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ring surface. nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V ry daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 1101-7473 rev. 1010312016 BEFORE USE. Design valid for Ise only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. ' fore use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. I Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and peunaneni bracing MiTek' is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, stor ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informan p available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 4701 BUCHANON/RIGUEL T14097424 75187 GRL Roof Special Girder 1 Job Reference o floral Chambers Truss, NOTES- 1 12) Use USP HL truss(es)to t 113) Fill all nail he 14) Hanger(s) or down and 73 LOAD CASE(S) 1) Dead + Roof L Uniform Load,, Vert: ' Concentrated Vert: ' Fort Pierce, FL 8.i30 s Mar 111 2018 MiTek Industries, Inc. Mon Pay 21 09:10:16 2016 Page 2 I D:S9kRXIZU Nulg5asCD5T6PQzFITo-5EBBV FGBABH_mbYMgP9DZ36ECi527W I E66TGb 1 zEKOs 26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max starting at 7-0-12 from the left end to 13-0-12 to connect -k face of bottom chord. s where hanger is in contact with lumber. ther connection device(s) shall be provided sufficient to support concentrated load(s) 1200 lb down and 741 lb up at 15-0-12 on top chord, and 1199 lb lb up at 17-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Lumber Increase=1.25, Plate Increase=1.25 -54, 6-9=-54, 12-16=-20, 10-13=-20, 9-11=-20, 16-18— 20, 10-12= 20, 9-10=20 Is (lb) 1191(B) 15=-2519(B)21=-1160(B)22=-1191(B)23= 1194(B)24=-1160(F)25=-1199(B) ® WARNING - V rify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10103,2015 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. fore usethe building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design dicated ndicated Is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing & in MOW always requlr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and Irrss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informarl n available from Truss Ptate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL I d T14097425 75187 1 GRM HIP GIRDER 1 2 Job Reference (optional) chambers I russ, tort fierce, F-L 6.130 s anar 11 ZUI8 iwa I eK moustrics, Inc. Mon may 21 Uyrl Urnb ZU79 rage 1 ID:S9kRXIZUNutg5asCD5T6PQzFITo-Vpq H8H I4T3fZd2HxLXjwBikm BvCyK_2go4iwCLzEKOp 1-4-0 , 2-8-0 , 3-8-0 . 4-8-0 8-2-0 10-6-0 14-0-0 , 15-0-0 , 16-0-0 , 18-0-0 NAILED 4.00 12 4x8 = NAILED NAILED 4x4 = NAILED NAILED 7 34 8 35 4x5 33 NAILED NAILED 4x4 6 9 3x5 i 6.00 12 4x8 5- 5 10 5x14 2x3 11 4 11 3 i 2 6 20 36 19 37 18 38 17 _- 6 22 4x12 = NAILED 2x3 II SNP3 NAILED NAILED 15 1 25 24 4x6 = SNP3 NAILED 4x5 = i3 4x10 = NAILED 4x6 = 1-4-0 , 2-8-0 , 3-8-0 , 4-8-0 , 8-2-0 10-6-0 1 3x5 I I Scale =1:35.2 ILOADING (psf) ITCLL 20.0 !TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.38 BC 0.60 WB 0.47 Matrix -MS DEFL. in (loc) I/dell Ud Verl(LL) 0.23 19-20 >940 240 Vert(CT) -0.27 19-20 >797 240 Horz(CT) 0.14 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 187lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. CBOT CHORD SP M 30 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. `WEBS 2x1 SP No.3 SLIDER Ri' ht 2x4 SP No.3 1-11-4 REACTIONS. (I size) 12=1216/Mechanical, 2=1300/0-8-0 MM x Horz 2=138(LC 7) M 'x Uplift 12=812(LC 8), 2=-969(LC 8) M x Grav 12=1270(LC 30), 2=1361(LC 29) FORCES. (lb) -I lax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3=-2618/1472, 3-4= 2907/1661, 4-5=-4695/2812, 5-6=-3413/2136, 6-7= 3203/2046, 8=-2952/1970, 8-9=-3069/2004, 9-10=-3248/2083, 10-11=-4195/2704, -12= 1774/1153 CHORD 25=-1345/2463, 24-25=-790/1314, 22-23=-1754/3135, 21-22=-853/1550, IBOT 21=-844/1562, 20-21=-2899/5045, 19-20=-1811/3097, 18-19= 183413146, -18=-1766/2931, 16-17=-2628/4162, 15-16=-731/1155, '10-16=-892/1377, -15=-1632/2560,11-14=-276/197,12-13= 914/1433 WEBS 22=-1907/1044, 4-21=-1575/2722, 5-20= 2346/1304, 6-20=-305/615, 7-19=-403/876, 7, 18=-273/153, 8-18=-365/743, 9-17=269/495, 10-17= 1567/1039, 11-16=-1440/2293, r25=-678/415, 23-25=-677/1262, 11-15= 1438/925 I 1) 2-ply 2-ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords co iected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords onnected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connectei I as follows: 2x4 - 1 row at 0-9-0 oc, Except member 20-6 2x4 - 1 row at 0-8-0 oc, member 17-9 2x4 - 1 row at 0-8-0 oc. 2) All loads are cal9sidered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connection have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roo live loads have been considered for this design. 4) Wind: ASCE 7- 0; Vult=160mph (3-second gust) Vasd=124mph; TCDLf3.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. ' II; Exp C; Encl., 3Cpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequE a drainage to prevent water ponding. 8) All plates are 3 4 MT20 unless otherwise indicated. Walter P. Finn PE No.22839 7) This truss has en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B) ` This truss ha MiTek USA, Inc. FL Cart 6834 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 6904Parke East Blvd. Tampa FL 33610 ke bottom chord and any other members. 9) Refer to girder( � for truss to truss connections. Date: 1 0) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) May 21,2018 ® WARNING - V 'I design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. 1010312016 BEFORE USE. Design valid for se only with MITek6 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. B fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buliding design. acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �A � l e�° IMIT Is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatloN stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 6uatlty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informall 0available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097425 I51B7 GRM HIP GIRDER 1. 2 Job Reference o tional Chambers Truss, I ic., Fort fierce, FL SAW is iviai i i 20 its isn i e5 of ILIS lea, M.C. rviun tvtay c i v_. . aga ID:S9kRXIZUNulg5asCD5T6PQzFITo-VpgH8Hl4T3fZd2HxL.XjwBikmBvCyK_2go4iwCLZEKOp NOTES- 11) Use USP SN 13 (With 8d x 1-1/2" nails into Girder & 8d x 1-1/2" nails into Truss) or equivalent at 8-2-0 from the left end to connect truss(es) to front face of bottom chord, skewed 26.6 ag.to the left, sloping 0.0 deg. down. 12) Use USP SN (With 8d x 1-1/2" nails into Girder & 8d x 1-1/2" nails into Truss) or equivalent at 10-6-0 from the left end to connect truss(es) to front,face of bottom chord skewed 26.6 deg.to the right, sloping 0.0 deg. down. 113) Fill all nail hol s where hanger is in contact with lumber. di 114) "NAILED" inates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 15) SNP3: A mini hum of (6) 8d x 1-1/2" nails are required into each member. All nailing is required in face of supported chords. For sloped applications, flanges may protrude above or belltruss chords. Bending of extended flanges is permitted. LOAD CASE(S) Standard 11) Dead + Roof Li a (balanced): Lumber Increase=1.25, Plate Increase=1.25 I Uniform Loads Dlfi Vert: 1 =-54, 6-7=-54, 7-8= 54, 8-9= 54, 9-12=-54, 24-30=-20, 22-23=-20, 16-21= 20, 14-15=-20, 13-26=-20 Concentrated ads (Ib) Vert: 6 -1(F) 7=-31(F) 8=-31(F) 9=-1(F) 20=-41(F) 19=-262(F) 18=-262(F) 17=-44(F) 33= 22(F) 34=-24(F) 35=-22(F) 36=-96(F) 37=-143(F) 38=-96(F) WARNING - V }ify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. 10/0312015 BEFORE USE Design valid for se only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. B fore 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 M iTe k° Is always requilrE J1 for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication"to ge, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informall available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL I i T14097426 75187 J1 Jack -Open 10 1 i I Job Reference (optional) Chambers Truss, Fort Pierce, FL SA30 s Mar i 1 20i8 t �iTek Industries, Inc. Mon May 21 09:i0:192018 Page i ID:S9kRXIZUNulg5asCD5T6PQzFlTo-_oOfLdJiENnQECs7vFE9jvHo8JeQ3Yapl kRUkozEKOo -2-0-0 1-0-0 2-0-0 1-0-0 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.00 7 >999 360 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.00 7 >999 240 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 BER- CHORD CHORD REACTIONS. (If� M M M FORCES. (lb) - I NOTES- 11) Wind: ASCE 7 11; Exp C; Encl. shown; Lumbe 2) This truss has '3) ` This truss he, i will fit between 4) Refer to girder( 5) Provide mecha 2=393. SP No.3 SP No.3 ze) 3= 30/Mechanical, 2=265/0-8-0, 4=-50/Mechanical Harz 2=119(LC 12) Uplift 3=-30(LC 1), 2= 393(LC 12), 4= 50(LC 1) Grav 3=73(LC 12), 2=265(LC 1), 4=114(LC 12) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.5 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0 Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; 13=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 jle bottom chord and any other members. for truss to truss connections. �ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V ify design parrmeters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 1411-7473 rev. 10/03/2015 BEFORE USE. Design valid for se only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. ' fore 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 MiTe k` Is always requIreii, J for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stord ge, delivery, erection and bracing of busses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaB ' i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL I T14097427 75187 AID r 1 JACK -OPEN 2 1 1 Job Reference (optional) cnamaers I russ, li Fort Nier%e, i-L 0 8.i:iU s iviar 11 'LU18 NII I eK Inousines, me. ivion Tray 21 uyrnu:iti zuiu vage i ID:S9kRXIZUNulg5asCD5T6PQzFITo-_OOfLdJiENnOECs7vFE9jvHo8Jfg3Yap1 kRUkozEKOo -2-0-0 1-0-0 m o_ 6 Scale = 1:9.5 (LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP �TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 7 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2 Ili SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. IBOT CHORD 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (1 6 size) 3= 30/Mechanical, 2=265/0-3-8, 4=-50/Mechanical M x Harz 2=119(LC 12) M'x Uplift 3=-30(LC 1), 2= 414(LC 12), 4— 54(LC 17) M x Grav 3=67(LC 12), 2=265(LC 1), 4=99(LC 12) FORCES. (lb) -I lax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i NOTES- 1) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., IGCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFF for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has 6 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I) ` 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 ie bottom chord and any other members. 4) Refer to girder( ) for truss to truss connections. 5) Provide mechar ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=414. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - Vey rty design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for a only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not CI truss system. 'fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always requlr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto e, delivery, erection and bracing of trusses and tnrss systems, seeANSI/TPII Quality Criteria, DSB•89 and.BCSI Building Component 6904 Parke East Blvd. Safety Informatign available from Truss Plate Instilule, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL lob Y T14097428 75187 J2 Jack -Open 3 1 Job Reference (optional) Chambers Truss, Plate Offsets Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon May 21 09:10:20 2018 Page i I D:S9kRXIZUNulg5asCD5T6PQzFiTo-SCyt YyKK?hvHsMRJTylOG7pzujzlo?gzFOB1 HEzEKOn -2-0-0 2-0-7 2-0-0 2-0-7 DING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud - 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.00 7 >999 360 L 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.00 7 >999 240 - 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a L 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 P CHORD T CHORD (lb) Wind: ASCE 7 II; Exp C; Encl. members and I Truss designe( Gable End Det Gable studs sp This truss has This truss ha: will fit between Refer to girderl Provide meche 2=300. SP No.3 SP No.3 ze) 3=18/Mechanical, 2=243/0-8-0, 4= 3/Mechanical Horz 2=148(LC 12) Uplift 3=-18(LC 9), 2=-300(LC 12), 4=-3(LC 1) Grav 3=25(LC 17), 2=243(LC 1), 4=48(LC 12) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.2 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 3Cpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 1-11-11 zone;C-C for rces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 or wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Is as applicable, or consult qualified building designer as per ANSI/TPI 1. ;ed at 2-0-0 oc. ;en designed for a 1 O,O psf bottom chord live load nonconcurrent with any other live loads. )een 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 le bottom chord and any other members. I for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V ify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM11-7473 rev. 1010312015 BEFORE USE. Design valid for se only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not w a truss system. st fore use, the building designer muverify 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 NEiTek' is always requirefor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the trusses Qualityferla; bSB-89 and BCSI Building Component Blvd. Safety Iniformall ii available frorm Truss Plate Insttlute, 218 ee Street, Suite 312, Alexandria, 22314. Tampa, FL 3610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097429 5187 J3 Jack -Open r 9 1 Job Reference (optional) Chambers Truss, Plate Offsets Fort Pierce, FL SA 30 s Mar 11 2018 iVliTek industries, Inc. Man May 21 09:10:20 2018 rage t I D:SgkRXIZU Nul g5asCD5T6PQzFITo-SCy1 YyKK?hvHsM RJTylOG7pzuj_4o?gzFOB1 H EzEKOn -2-0-0 '3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 LUMBER - TOP CHORD 2 SP No.3 BOT CHORD �'r1 SP No.3 REACTIONS. FORCES. (lb) NOTES- 1) Wind: ASCE 7 II; Exp C; Encl. members and 2) This truss has 13) ` This truss ha will fit between 4) Refer to girder 5) Provide mech 2=278. ze) 3=50/Mechanical, 2=259/0-8-0, 4=19/Mechanical Horz 2=175(LC 12) Uplift 3— 41(LC 9), 2=-278(LC 12) Grav 3=58(LC 17), 2=259(LC 1), 4=47(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft eave=4ft; Cat. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone;C-C for rces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. for truss to truss connections. )ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V i Wily design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M11-7473 rev. 10103,2015 BEFORE USE. Design valid forse only with MlTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design � Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'n. MOW is always requir d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the stot , QualityDSB-89 and SCSI Building Component Street. Blvd. Safety informali,o, n available from Truss Plate Institute, 2 8 N. Lee Suit 312 Alexa dda. 22314�ilerla, Tampa, FL 3610 Job Truss Truss Type City Ply 4701 BUCHANON/RIGUEL V T14097430 75187 J3P JACK -OPEN 2 1 Job Reference (optional) Gnambers I russ, Ipc., FOR Nierce, FL E 8.130 s rtar 11 2018 r11I ek Industries, Inc. Nlon May 21 UY:l U:21 2018 Page 1 I D:SgkRXIZU Nulg5asCD5T6PQzFITo-wOVPml Lym_1 BU W OVOgGdpKM8d7KHXS46U2wbpgzEKOm -2-0-0 3-0-0 2-0-0 3-0-0 v 6 m 0 Scale = 1:14.6 Plate Offsets (X,Y�;-- j2:0-4-4,0-0-41 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 ITCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 21 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 21 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I ''size) 3=50/Mechanical, 2=259/0-3-8, 4=19/Mechanical Max Herz 2=175(LC 12) M M � x Uplift 3=-51(LC 9), 2=-339(LC 12), 4= 45(LC 9) G 350 LC 1 2 L C x rav = ( ), = (C 11, 4=47(L 3) 'FORCES. (Ib) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21it; B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Encl. 1,GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone; porch left and right expo d;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has lieen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I3) ` 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 iie bottom chord and any other members. 4) Refer to girder( ) for truss to truss connections. ) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=339. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - Vefy design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll-7473 rev. 101=015 BEFORE USE. ° Design valid for a only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Ik. ore use, the building designer must verify the applicabfllty of design parameters and properly Incorporate this design Into the overall building design. Wactng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing e�° MOW Is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lT fabrication, storc ie, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatim avallabte from Truss Plate Institute, 218 N. Lee Street, Suite M2, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097431 75187 J5 Jack -Open 9 1 Job Reference (optional) cnamoers i fuss, �c., ran fierce, IL ID:S9kRXIZUNulg5asCD5T6PQzFITo-Ob3nzeMaXl9?5gbiaNnsLYvJNWZRGvKGjig8L7zEK01 -2-0.0 5-0-0 2-0-0 5-0-0 1 5-0-0 Scale = 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight: 19lb FT=20% LUMBER - CHORD 2 �130T SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. CHORD 2' SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ,FORCES. (lb) - NOTES- 1) Wind: ASCE 7 II; Exp C; Encl. members and 2) This truss has 3) ' This truss ha will fit between 4) Refer to girder 15) Provide meche 3=108, 2=278. ze) 3=107/Mechanical, 2=318/0-8-0, 4=52/Mechanical Harz 2=233(LC 12) Uplift 3= 108(LC 12), 2=-278(LC 12) Grav 3=118(LC 17), 2=318(LC 1), 4=86(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; 13=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone;C-C for rces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 ie bottom chord and any other members. ) for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: May 21,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE 114I/-7473 rev. 1010312015 BEFORE USE. Design valid for se only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. B fore 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 p��'I MOW Is always requir for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, achel delivery,of trusses and truss systems, tl lal Quality 2 3 Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. � Safety Informal atI i from Truss Plate institute, 218 N. Lee Street, Suite 312, eNasl ¢ A Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANOWRIGUEL T14097432 75187 J5P JACK -OPEN 2 1 � Job Reference (optional) cnamoers truss, I�c., Farr Fierce, FL Z-O 2-0-05 lit u*'Sus1vJd1 i tzurorvoren umusurea, ale. rvwu rv.ya ua.iu.ee wio Faye i ID:S9kRXIZUNulg5asCD5T6PQzFITo-Ob3nzeMaXl9?5gbiaNnsLYvSCW UmGvKGjig8L7zEK01 5-0-0 Scale = 1:19.5 JPlate Offsets X,Y -- 2:0-5-4,0-0-8 (LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 7CLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.13 4-7 >450 240 MT20 244/190 YCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- I BRACING- ITOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. iBOT CHORD 2 1 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (1 (size) 3=110/Mechanical, 2=318/0-3-8, 4=50/Mechanical M x Horz 2=233(LC 12) M. x Uplift 3=-126(LC 12), 2=-380(LC 12), 4=-83(LC 9) M x Grav 3=11O(LC 1), 2=318(LC 1), 4=84(LC 3) FORCES. (lb) - I, ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7 0; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft B=45ft; L=24fh eave=oft; Cat. II; Exp C; Encl., IGCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone; porch left �and right expo sefd;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss ha 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 ne bottom chord and any other members. 4) Refer to girder( ) for truss to truss connections. 5) Provide mecha lical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) 3=126, 2=380. 11 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 89D4 Parka East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING - Ve Design valid for I design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NI67473 rev. 1010312015 BEFORE USE. i only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not � a truss system. N, ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. racing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addillonai temporary and permanent bracing MiTek` Is always requlr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, stoic e, delivery, erection and bracing of trusses and miss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatiop available from Truss Plate Institute. 218 N. Lee Street. Sulte 312. Alexandria, VA 22,114. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL r T14097433 75187 J7 Jack -Open 30 1 Job Reference (optional) Chambers Truss, I Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon May 21 09:t0:23 2018 Page t I D:S9kRXIZU Nulg5asC D5T6PQzFITo-sndAB_MCHcHrjg9u8515uIRZuwpt?MaPyM PhtZzEKOk 2-0-0 7-0-0 2-0-0 7-0-0 3 (psf) SPACING- 2-0-0 CSI. DEFL. , in (loc) I/dell L/d 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.09 4-7 >899 360 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.21 4-7 >399 240 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) 0.17 4-7 >491 240 TOP CHORD CBOT CHORD REACTIONS. M FORCES. (lb) - P NOTES- 11) Wind: ASCE 7- II; Exp C; Encl., members and f 2) This truss has 1 3) ' This truss he,, will fit between 4) Refer to girder( 5) Provide mecha 3=170, 2=294. SPM30 SP No.3 ze) 3=164/Mechanical, 2=385/0-8-0, 4=77/Mechanical Horz 2=291(LC 12) Uplift 3=-170(LC 12), 2= 294(LC 12) Grav 3=179(LC 17), 2=385(LC 1), 4=121(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 1/2'=1' PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied. D; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. aCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;C-C for ces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. reen 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 e bottom chord and any other members. for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - vile Design valid for �fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil- 7473 rev. 10/03/2015 BEFORE USE. Ise only with MITek® connectors. This dara esign Is based only upon pmetersshown, and Is for an IndlAdual building component, not a truss system. B ;Yore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabacation.storc e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. _ Safety InformaBon available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL j T14097434 75187 VC Jack -Open 6 1 Job Reference (optional) Chambers Truss, I 3 Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon May 21 09:10:24 2018 Page 1 I D:S9kRXIZUNulg5asCD5T6PQzFITo-KzBYOKNg2vPiLzk4iogKQz_etKCW kleYA09FQ?zEKOj -2-0-0 2-8-0 3-8.0 7-0-0 2-0-0 2-8-0 1-0-0 3-4-0 2-8-0 1 3-8-0 ;LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud ,TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.02 10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.04 11 >999 240 �BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.03 6 n/a n/a IBCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) 0.05 9 >999 240 LUMBER - TOP CHORD BOT CHORD FORCES. (lb) - -TOP CHORD IBOT CHORD WEBS NOTES- 1) Wind: ASCE 7 II; Exp C; Encl. members and f 2) This truss has 3) - This truss ha will fit between 4) Refer to girder( 5) Provide mecha 2=294. SP No.3 SP No.3 SP No.3 ze) 5=78/Mechanical, 2=385/0-8-0, 6=162/Mechanical Horz 2=291(LC 12) Uplift 5=-96(LC 12), 2= 294(LC 12), 6=-74(LC 12) Grav 5=84(LC 17), 2=385(LC 1), 6=175(LC 17) ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3=-278/93, 3-4=-347/288 11=-325/277, 9-10=-537/464, 7-8=-873/755 7=-778/900 Scale: 1/2'=1' PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft 13=45ft; L=24ft eave=41t Cat. 3Cpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1),0-11-3 to 6-11-4 zone;C-C for roes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 :en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. teen 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 ie bottom chord and any other members. for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V fly design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MI/-7473 rev. 10/03/2015 BEFORE USE. Design valid for l se only with MITek® connectors. This design Is based only upon parameters shown, bnd Is for an Individual building component, not �• a truss system. More 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 T leka Is always requlr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storape, delivery, erection and bracing of trusses and truss systems, seeANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatl 0 available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097435 5187 �J7P JACK -OPEN 2 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL SA30 s Mar if 201 B MiTek Industries, Inc. Mon May 21 09:10:24 2018 Paget ID:S9kRXIZU Nuig5asCD5T6PQzFITo-KzBYOKNg2vPi Lzk4iogKQz_etKH RknwYA09FQ?zEKOj 2-0-0 5-4-0 7-0-0 2-0-0 5-4-0 1-8-0 Ib Scale: 1/2°=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP ITCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.26 6-9 >311 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.13 6-9 >622 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 30 lb FT = 20% CHORD CHORD FORCES. (lb) - f 1BOT CHORD WEBS NOTES- 1) Wind: ASCE 7- II; Exp C; Encl. and right expos 2) This truss is no 3) This truss has 1 4) ' This truss ha: will fit between 5) Refer to girder( 6) Provide mecha 1 2=430, 6=345. SP No.3 SPM30 SP No.3 ze) 4= 24/Mechanical, 2=379/0-3-8, 6=271/Mechanical Harz 2=291(LC 12) Uplift 4=-36(LC 3), 2= 430(LC 12), 6=-345(LC 12) Grav 4=41(LC 9), 2=379(LC 1), 6=271(LC 1) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 310/142 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. , BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. �0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=oft; Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone; porch left d;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 designed to support a ceiling and is not intended for use where aesthetics are a consideration. ,een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 e bottom chord and any other members. for truss to truss connections. 'ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) Walter P. Finn PE No.22839 61iTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 WARNING - Vcri fy design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE My-7473 rev. 10/03/2015 BEFORE USE. Design valid for a truss system. u a only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � ote use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Is always require' Wacing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabricallon, storc i fe. delivery, erection and bracing of trusses and IT=systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informan i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply 4701 BUCHANOWRIGUEL j T14097436 75187 JA3 Jack -Open 1 1 1 Job Reference (optional) unamoers 1 russ, I Farr Fierce, F-L a.1su s mar i i zui a mi i eK mousmes, inc. ivion may zi ua:i u:zo zur n raye r ID:S9kRXIZU Nul g5asCD5T6PQzFITo-oAlwcgOTpDXZz7JHFVLZzAXzAkgYSG3i PguoyRzEKOi 3-0-0 3-0-0 3x4 = 3-0-0 3-0-0 Scale: (LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 ;TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2 4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 i SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ONS. N (FORCES. (lb) - NOTES- 11) Wind: ASCE 7 II; Exp C; Encl' shown; Lumbe 2) This truss has 3) ' This truss ha will fit between �l) Refer to girder 5) Provide mechE I ze) 1=109/0-8-0, 2=69/Mechanical, 3=40/Mechanical Horz 1=85(LC 12) Uplift 1=41(LC 12), 2= 74(LC 12), 3= 12(LC 12) Grav 1=109(LC 1), 2=75(LC 17), 3=52(LC 3) (. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21fh 13=451t L=24ft; eave=4ft; Cat. 3Cpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions )OL=1.60 plate grip DOL=1.60 ten designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )een 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 le bottom chord and any other members. for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING - V Ify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/0312015 BEFORE USE, Design valid for i se only with MITek(D connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. B ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall�9 building design, acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" I is always require for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Criteria, DSB-89 and BCSI Building Component Street, Blvd. Safety Inifo mat available from Truss Plate Institute, 218 Nam. Lee Suite 312 Alexandria,AnQA22 Tampa, FL 33610 Truss Truss Type city Ply 4701 BUCHANON/RIGUEL lob y � T14097437 75167 JA5 Jack -Open 1 1 Job Reference (optional) unamners i russ, Gr ron Fierce, t-L o. i au a u:m .. —. 1-. — n�... 11 1 1. — —. '.Uv ID:S9kRXIZUN ulg5asCD5T6PQzFiTo-oAlwcgOTpDXZz7JH FV LZzAXpgkY9SG3i PguoyRZEKOi 5-0-0 5-0-0 1 3x4 = 5-0-0 5-0-0 Scale = 1:18.4 LOADING (pst) I SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.07 3-6 >899 240 BCLL 0,0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.08 3-6 >760 240 Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD BOT CHORD REACTIONS. i SP No.3 SP No.3 ze) 1=183/0-8-0, 2=118/Mechanical, 3=65/Mechanical Horz 1=142(LC 12) Uplift 1=-70(LC 12), 2= 128(LC 12), 3— 15(LC 12) Grav 1=183(LC 1), 2=128(LC 17), 3=90(LC 3) TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-I 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; 13=4511t; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for members and f rces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a) ' This truss has Ilbeen 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 4will fit between a bottom chord and any other members. ) Refer to girder(') for truss to truss connections. 5) Provide mecha icai connection (by others) of truss to bearing plate capable of withstanding too lb uplift at Joint(s) 1, 3 except Qt=lb) 2=128. 1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING - Ve Iy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 1010312015 BEFORE USE. Design valid forme only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not � a truss system. Bd ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. IracIng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always require: for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storc Oe, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. _ Safety Informatio q available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1 4701 BUCHANON/RIGUEL T14097438 75187 JC Jack -Open 3 1 I Job Reference (optional) Chambers Truss, Fort Pierce, FL 8.120 s Mar i 12018 MiTek Industries, Inc. Mon May 21 09:10:26 2018 Page i I D:S9kRXIZU Nu Ig5asCD5T6PQzFITo-GMJI pOP5aXfQaHuTpDsoW 034G8_E BjJreKeMUuzEKOh -2-1-7 2-8-0 3-0-13 2-1-7 2-8-0 0-4-13 4 0 0 0 Scale=1:14.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.00 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.01 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) -0.01 7-10 >999 240 Weight: 15 lb FT = 20% CHORD CHORD M; FORCES. (lb) - P NOTES - Wind: ASCE 7- II; Exp C; Encl., members and fi 2) This truss has t ) ' This truss has will fit between 4) Refer to girder(- 5) Provide mechai 2=296. SPM30 SP No.3 ze) 4=31/Mechanical, 2=272/0-8-0, 5=37/Mechanical Harz 2=172(LC 12) Uplift 4=-26(LC 12), 2=-296(LC 12), 5=-17(LC 9) Grav 4=32(LC 17), 2=272(LC 1), 5=49(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; 13=45ft L=2411t; eave=4ft; Cat. GCpi=0.18; MW FRS (directional) and C-C Corner(3) -2-2-3 to 2-0-11, Exterior(2) 2-0-11 to 3-0-1 zone;C-C for ces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 �1e bottom chord and any other members. for truss to truss connections. �ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - VAly deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. f0/0 MIS BEFORE USE Design valid for I �se only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. 'Yore use, the building designer must verily the appllcabillty of design parameters and property Incorporate this design Into the overall building design. I acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always require' for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stord e, delivery, erection and bracing of trusses and miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informali S available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply 4701 BUCHANON/RIGUEL T14097439 75187 JC3 Jack -Open 1 1 � Job Reference o tional unamners i russ, I r-orr Fierce, r-c U. rau s mar r r eu io 1- 1eK uruuau,na, -�� r �—y — .—' '.U. I D:S9kRXIZUNul g5asCD5T6PQzFITo-IYtgOMPjLgnHCRTfNwN 12bcFOXKTwAZ?s_NvOKzEKOg -2-1-7 2-8-0 3-1-0 2-1-7 2-8-0 0-5-0 1 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.00 10 >999 360 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.01 7-10 >999 180 0.0 `, Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) -0.01 7-10 >999 240 CHORD 2x SP M 30 CHORD 2x SP No.3 EACTIONS. M, I M FORCES. (Ib) - NOTES - I) Wind: ASCE 7- II; Exp C; Encl., members and f 2) This truss has 3) ` This truss has will fit between 4) Refer to girder( 5) Provide mecha i 2=296. ze) 4=32/Mechanical, 2=272/0-8-0, 5=37/Mechanical Horz 2=173(LC 12) Uplift 4=-26(LC 12), 2=-296(LC 12), 5=-17(LC 9) Grav 4=33(LC 17), 2=272(LC 1), 5=49(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 0-5-0 Scale = 1:14.3 0 0 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21fh B=45ft; L=24ft eave=4ft; Cat. kpl=0.18; MW FRS (directional) and C-C Corner(3) -2-2-3 to 2-0-11, Exterior(2) 2-0-11 to 3-0-4 zone;C-C for rces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. een 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 e bottom chord and any other members. for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 & WARNING - Ve ry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 1010302015 BEFORE USE. Design valid for q a only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. BE ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` I is always recluir - for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the sto e, deilvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd.fabrication, Safety Informal available from Truss Plate Institute, 218 N. Lee Street, Sulte 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097440 75187 JC5 Jack -Open 2 1 1 Job Reference (optional) cnamners I mss, I Fort NferCe, I-L 8.iju s friar 11 ZU18 IVIi I9K MOUSrrleS, inc. Ivion May Ll uv:IU:Z1 Zulu rage 1 I D:S9kRXIZU Nul g5asC D5T6PQzFITo-IYtgOM Pj LgnHCRTfNwN 12bc97XHzw7E?s_NvOKzEKOg 2-0-0 2-8-0 3-8-0 6-0-7 2-0-0 2-8.0 1-0-0 2-4-7 1 Scale = 1:22.0 IPlate Offsets X,Y -- 2:Ed e,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 0.94 Vert(LL) -0.01 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.03 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.02 6 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.04 11 >999 240 Weight: 29lb FT=20% CHORD CHORD REACTIONS. (FORCES. (lb) - BOT CHORD EBS NOTES - Wind: ASCE 7- 11; Exp C; Encl., members and f 2) This truss has 3) . This truss has will fit between 4) Refer to girder(TT 5) Provide mechal 2=285. SP No.3 SP No.3 SP No.3 ze) 5=51/Mechanical, 2=35210-8-0, 6=151/Mechanical Horz 2=263(LC 12) Uplift 5=-70(LC 12), 2=-285(LC 12), 6=-67(LC 12) Grav 5=55(LC 17), 2=352(LC 1), 6=164(LC 17) ex. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 11=-251/211, 9-10=-416/355, 7-8=-676/577 7=-613/719 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 3Cpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 5-11-11 zone;C-C for rces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 :en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 1e bottom chord and any other members. ) for truss to truss connections. Ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 Q WARNING - Ve j 1y design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 10/032015 BEFORE USE. Design valid for a only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component not '' a truss system. ore use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor g e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informalto available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ,Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097441 75187 JC6 Jack -Open a 2 1 Job Reference o tional t;namners I russ, lnc., Fort Pierce, FL 8.130 s Mar 11 2018 Mt I ek industries, Inc. Mon I:4ay 21 09:10:28 2018 Page 1 I D:S9kRXIZU Nulg5asCD5T6PQzFITo-DIQ3EhQL68w8gb2sxeuGbp9QExcifcp85e7SZmzEKOf -2-1-7 2-8-0 3-8-0 6-7-2 2-1-7 2-8-0 1-0-0 2-11-2 LOADING (psf) TCLL 20.0 ITCDL 7.0 BCLL 0.0 IBCDL 10.0 LUMBER - TOP CHORD BOT CHORD I n f4 I h FORCES. (lb) - !TOP CHORD IBOT CHORD INOTES- �11) Wind: ASCE 7 II; Exp C; Encl, members and !2) This truss has !3) ` This truss ha Iwill fit between 4) Refer to girder 8) Provide mech. 2=308. Ja 1 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 SPM30 SP No.3 `Except` 2x6 SP No.2 3-8-0 , 6- CST. DEFL. in (loc) I/deft Ud TC 0.53 Vert(LL) -0.02 7 >999 360 BC 0.64 Vert(CT) -0.04 7 >999 240 W B 0.00 Horz(CT) -0.02 6 n/a n/a Matrix -MR Wind(LL) 0.05 7 >999 240 ze) 5=98/Mechanical, 2=379/0-8-0, 6=124/Mechanical Horz 2=268(LC 12) Uplift 5=-95(LC 12), 2= 308(LC 12), 6=-53(LC 12) Grav 5=103(LC 17), 2=379(LC 1), 6=130(LC 17) K. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 355/134, 3-4=-427/349 0=-345/411, 8-9=-513/463 BRACING- Scale = 1:22.3 ICP 0 n d> N PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21it; B=45ft L=24ft; eave=4ft; Cat. 3Cpi=0.18; MW FRS (directional) and C-C Corner(3) -2-2-3 to 2-0-11, Exterior(2) 2-0-11 to 6-6-6 zone;C-C for rces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 fen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )een 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 ie bottom chord and any other members. i for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5, 6 except (it=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V /fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for se only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. B, fore 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. Addillonat temporary and permanent bracing MOW always require 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 fusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatic p available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandrla. VA 22314. Tampa, FL 33610 ob Truss Truss Type City Ply 4701 BUCHANON/RIGUEL T14097442 75187 JC7 Jack -Open 1 1 Job Reference o tional cnamoers truss, I I I i Pon Fierce, FL 11.1 JU S Iviar l 7 GU l b MI I EK InuuSrneS, 111G. Ivoll II L I U`J: I U:L& LU Jo Y 9& 1 ID:S9kRXIZUNulg5asCD5T6PQzFITo-hx_RR1 RztS2?Rld2ULPV70hVcLuBO331Kls05DzEK0e -2-0-0 5-6-8 _ 7-0-0 2-0-0 5-6-8 1 Scale: 1/2°=1' m e m m N lh O ID O Q _5_g IPlate Offsets X, -- 2:0-0-8,Ed e (LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.94 Vert(LL) -0.03 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.06 7-10 >999 240 IBCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wlnd(LL) 0.04 7-10 >999 240 Weight:31 lb FT=20% LUMBER- BRACING - TOP CHORD 2 4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2 4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. 5- : 2x6 SP No.2 REACTIONS. (1)(size) 4=74/Mechanical, 2=385/0-8-0, 5=166/Mechanical M x Horz 2=291(LC 12) fVx Uplift 4=-57(LC 12), 2=-294(LC 12), 5=-113(LC 12) NTax Gfav 4=80(LC 17), 2=385(LC 1), 5=179(LC 17) FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. IBOT CHORD L 6=-98/260 NOTES- 1) Wind: ASCE 7 1 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft L=24ft; eave=4ft; Cat. 11; Exp C; Encl. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Intedor(1) 0-11-3 to 6-11-4 zone;C-C for members and f rces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has een designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss he,, 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 he bottom chord and any other members. 4) Refer to girder( ) for truss to truss connections. 5) Provide mecha' ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=294, 5=113. I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - Ve Design valid for t rI design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. I me only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. ore use,lhe building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall building design. f1kracing Indicated Is To prevent buckling of individual truss web and/or chord members only. Addlaonal temporary and permanent bracing MiTek" Is always requirel for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcatlon, stor (le, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatics available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 ob Truss Truss Type City Ply 4701 BUCHANON/RIGUEL � T14097443 75187 JE1 JACK -OPEN 2 1 Job Reference (optional) cnamners i russ, 1' Fnrr Fierce, I-L n. rju s rnei 1. 4u.o wu an niuuauiea, -- --,—y — �ay. ID:S9kRXIZUNulg5asCD5T6PQzFITo-hx_RR1 RztS2?Rld2ULPV70hbzLxCO111KIs05DzEK0e 0- -2 3-0-0 0- -2 3-0-0 Scale:1"=1' 21 2-8-0 .A. II (LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.00 6 >999 360 MT20 244/190 �TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 4 n/a n/a �BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) -0.00 5-6 >999 240 Weight:11 lb FT=20% TOP CHORD 2 SP No.3 BOT CHORD 2 SP No.3 WEBS 2 4 SP No.3 REACTIONS. Tx size) 4=143/Mechanical,5=-173/Mechanical,6=534/0-8-0 x Horz 6=85(LC 12) x Uplift 4=-143(LC 1), 5=-173(LC 1), 6=-480(LC 12) Grav 4=11 O(LC 12), 5=147(LC 12), 6=534(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 'FORCES. (Ib) - IUax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. (WEBS 6=-270/598 NOTES- 1) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21it; B=45ft; L=24ft eave=oft; Cat. 11; Exp C; Encl. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFI S for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss ha 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 he bottom chord and any other members. 4) Refer to girdero) for truss to truss connections. 15) Provide mech n ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=143, 5=173,, =480. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING - V �',�Ify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for se only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. fore 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 4s always requlr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1, fabrication, stoi e, delivery, erection and bracing of trusses and truss systems, seeANSI/Vil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8 i ovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda VA 22314. Tampa, FL 33610 ! Truss Truss Type City Ply 701 BUCHANON/RIGUEL Job ♦ T14097444 75187 JE3 JACK -OPEN 8 1 L4b Reference (optional) c;namoers I russ, it rorr Fierce, ru r5.1 su s Mar i I ZU 15 Nil I UK InUUNHI&S, Inc. MUII May Z I ue: I U:Ou 4... r 9y I I D:S9kRXIZU Nulg5asC D5T6PQzFITo-97Ypf NSbelAs3uCE23wkgEEoKiM07U DRZycZdfzEKOd 0- -2 5-0.0 0- -2 5-0-0 2-0-0 2 1- 2 5-0-0 2-0-0 0-1- 2 2-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.01 5-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.01 5-6 >999 240 BCLL 0.0 ' Rep Stress incr YES WB 0.13 Horz(CT) 0.03 4 n/a n/a .BCDL 10.0 Code FBC2017/TP12014 Matrix -MP BER- CHORD CHORD N N FORCES. (lb) - TOPCHORD BOT CHORD WEBS NOTES- 1) Wind: ASCE 7 II; Exp C; Encl. left exposed ; F DOL=1.60 2) This truss has 3) ' This truss hal will fit between 4) Refer to girderl 5) Provide meche 6=246. SP No.3 SP No.3 SP No.3 ze) 4=41/Mechanical, 5=0/Mechanical, 6=325/0-3-8 Harz 6=142(LC 12) Uplift 4= 68(LC 12), 5=-4(LC 9), 6=-246(LC 12) Grav 4=63(LC 17), 5=33(LC 10), 6=325(LC 1) c. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. =-281 /101 =-102/270 m 0 N Scale = 1:17.0 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat 3Cpl=0.18; MW FRS (directional) and C-C Exterior(2)-0-0-15 to 2-11-1, Interior(1) 2-11-1 to 4-11-4 zone; cantilever rch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ;en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )een 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 ie bottom chord and any other members. I for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 A WARNING - Ve'I Design valid for a truss system. building design.. Is always require' ty design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev, 10/03/2015 BEFORE USE. M only with UM connectors. This design is based only upon parameters shown, and is for an Individual building component not ore use, the building designer must verify the applicability of design parameters and properly Incorporate, this design into the overall acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing for stability and to prevent collapse with possible personal Injury and. property damage. For general guidance regarding the ' ��'��' fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatign available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 4701 BUCHANON/RIGUEL d r T14097445 75187 JU Jack -Open 2 1 Job Reference (optional) cnamoers i russ, FOR Ylerce, FL a.i 3U s .".".ar 7 7 ZU7 is Mr i eK muusmes, inc. Nion may Li u`J:l u:3u Zu 7 a rage r ID:SgkRXIZUNulg5asCD5T6PQzFITo-97YpfNSbelAs3uCE23wkgEEt?IRb7W IRZycZdfzEKOd 0- -2 1-0-0 0- -2 1-0-0 , 2 1 4 m T 0 3x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. Scale = 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP �TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 n/r 120 MT20 244/190 ,TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 n/r 120 IBCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a iBCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 3lb FT=20% CHORD 2x{1 SP No.3 CHORD 2 SP No.3 ,REACTIONS. (I ry N N FORCES. (lb) - NOTES- 11) Wind: ASCE 7 II; Exp C; Encl. shown; Lumbe 2) This truss has 3) . This truss ha: will fit between 4) Refer togirden 5) Provide meche I ze) 3=74/Mechanical, 4=0/Mechanical Horz 3=70(LC 1), 4=-74(LC 17) Uplift 3=-42(LC 12) Grav 3=76(LC 17) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; 13=45ft; L=24ft; eave=4ft Cat. 3Cpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions COL=1.60 plate grip DOL=1.60 ;en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. peen 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 1e bottom chord and any other members. for truss to truss connections. ,cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 i ® WARNING - V ity desrgn parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MIF7473 rev, f0/03/2015 BEFORE USE. Design valid for se only with MITek®connectors. This design h based only upon parameters shown, and is for an Individual building component, not w a truss system. ore use, In. building designer must verify the appllcablllty of design parameters and properly Incorporate This design Into the overall building design. acing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek" B always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, stor e, delivery, erecaon and bracing of trusses and truss system& se."SI/TPI1 Qualify Criterlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatign available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 lob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL 4 r T14097446 T5187 K Half Hip 1 1 tion Job Reference o al cnamners Iuss, Ipc., I-cn Merce, Fr. o.:Ja S ivial II ZVIa rv❑I— II Wt1Jt:ICJ, L::,. iv v:ay ti va.iv.oi w:o rayv i I D:S9kRXIZUN ulg5asCD5T6PQzFITo-dJ6BsjTDP31jh2nQcmSzDRnze9aesmXanbL695zEKOc 32-11-8 Scale = 1:61.1 3x4 I I 4x6 3x8 = 3x6 = 3x4 = 3x4 11 4x4 = 4 25 26 5 27 6 28 7 29 8 9 10 6.00 F12 2x3 \\ 3 m 24 tX o , 3 4 2 o 3x6 11 4 of �13 19 16 17 16 15 4x12 = 3x8 = 3x6 = 2x3 11 4x8 = 3x4 11 3x5 7x8 = 3x6 11 32-11-8 9-0-0 16.2-11 236-5 30-8-0 1-& 9-" 7-2-11 7-2-11 7-2.11 Plate Offsets X, !i -- 2:0-0-0,0-0-4 , J14:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) -0.14 19-22 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.30 19-22 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.19 16-17 >999 240 Weight: 197lb FT=20% LUMBER- BRACING - TOP CHORD 2 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 21�4 SP M 30 `Except` except end verticals. 9]�3: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or5-7-10 oc bracing. WEBS 2*4 SP No.3 WEBS 1 Row at midpt 5-19, 5-16, 7-14 REACTIONS. (I /size) 11=1211/Mechanical, 2=1329/0-8-0 x Horz 2=351(LC 12) x Uplift 11=-720(LC 12), 2=-861(LC 12) FORCES. (lb) - vlax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3=-2219/1626, 3-4=-2012/1531, 4-5=-1782/1427, 5-7=-1857/1377, 7-8=-594/457, 9=-553/422, 9-10=-493/375, 10-11 =-1 249/963 BOT CHORD 19=-1667/1930, 17-19— 1713/2242, 16-17= 1713/2242, 15-16=-511/743, 3-14=-305/240, 12-13=-337/430, 9-12= 412/310 WEBS 19=-298/36914-19= 414/653, 5-19=-636/407, 5-17=0/259, 5-16=-457/400, 16=-105/426, 14-16=-865/1107, 7-14=1444/1057, 12-14= 741/960, 10-12— 1081/1420 NOTES- 1) Unbalanced to f live loads have been considered for this design. 2) Wind: ASCE 7 10• Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=21ft B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-2-12, Interior(1) 1-2-12 to 9-0-0, Exterior(2) 9-0-0 to 13-7-15 zon !;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ Lte drainage to prevent water ponding. 4) This truss has )een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss ha 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 he bottom chord and any other members. 6) Refer to girder ) for truss to truss connections. 7) Provide mech '�ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (jt=lb) 11=720, 2=86 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- V I rhy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MlI-7473 rev. 10/03/2015 BEFORE USE. -- Design valid forse only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �° a lruss system. building design fore use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always 'equilr6d for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaHgn available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 ;Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL i y T14097447 75187 K1 Roof Special 1 1 Job Reference o tional cnamners truss, Ipc., Fon Hierce, FL t5.7JU s noar 11 ZuIS M11 eK muusures, mu. mun may z I ua:lu:JJ zV I a ray. . I D:S9kRXIZUNulg5asCD5T6PQzFITo-ZiEyHPUUxgYRwMwpjBURIssKCyHuKk9tFvgDE_zEKOa 32-11-8 22-4-0 25-9-8 30.8-0 01-8-a i Scale = 1:62.2 4x8 = 2x3 4x8 = 4 27 28 5 29 6 3x4 II 6.00 12 x8 S= 3x4 II 4x4 = i 3x4 i 26 7 8 9 10 3 30 ti 25 cb 0 2 0 io 3x60 II 1 0 1 013 21 20 19 18 17 16 15 4x12 = 2x3 II 3x4 = 3x6 3x8 = 2x3 II 4x4 = 3x4 II 34 = 7x8 = j 3x4 I I I I 32-17-6 59-4 11-0.0 1&&0 22-4-0 25-9-8 30-8-0 1-8- 5-9d 5-2-12 5-&0 5-8-0 3-5-6 4-10-8 1 iPlate Offsets X -- 2:0-0-8,Edge], 4:0-5-4,0-2-0 , 6:0-5-4,0-2-0 , 7:0-5-4,0-3-0 , 14:0-2-12,Edge] 1LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.25 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.47 15-16 >845 240 IBCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 11 n/a n/a IBCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.39 15-16 >999 240 Weight: 201lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins, BOT CHORD 2 4 SP M 30 `Except- except end verticals. 8- 5,9-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. (WEBS 2 4 SP No.3 REACTIONS. (I V(size) 11=1211/Mechanical, 2=1329/0-8-0 Nv x Horz 2=309(LC 12) x Uplift 11=-714(LC 12), 2= 866(LC 12) !FORCES. (lb) - lAax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. [TOP CHORD-3=-2288/1596, 3-4=-1862/1399, 4-5=-1804/1462, 5-6=-1804/1462, 6-7= 1822/1391, 8=-737/562, 8-9=-691/524, 9-10=-610/462, 10-11 =-I 237/953 BOT CHORD 1 21=-1598/2031, 20-21— 1598/2031, 18-20=-1242/1612, 17-18=-1212/1637, 6-17=-1209/1629, 15-16=-522/706, 13-14=-306/241, 12-13=-262/351, 9-12=-410/326 WEBS -20=509/411, 4-20=-183/391, 4-18=-220/379, 5-18=-336/349, 6-18= 206/411, -17— 169/398, 7-16=-276/333, 14-16=-698/918, 7-14=-1077/777, 12-14— 850/1115, -12— 1093/1443 NOTES - Unbalanced ro if live loads have been considered for this design. 2) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=3311; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extertor(2)-2-0-13 to 1-2-12, Interior(1) 1-2-12 to 11-0-0, Exterior(2) 11-0-0 to 25-9 I, Interior(1) 25-9-8 to 32-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ! plate grip DOL-1.60 3) Provide adequ a drainage to prevent water ponding. R) This truss has 1,,een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss ha 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 ie bottom chord and any other members, with BCDL = 10.Opsf. ti) Refer to girder( ) for truss to truss connections. 7) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=714, 2=866 I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V r/fy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. laV&2015 BEFORE USE. Design valid for se only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �° a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 1s always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storate, delivery, erection and bracing of trusses and truss systems, seeANSI/7PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformatic available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL r T14097448 75187 K2 Roof Special 1 1 Job Reference o tional -namoem r russ, r c., rorz rrerce, rL 6-9-4 13-0-0 6-9-4 6-2.12 I I 6.00 F12 23 3x4 i 2 i i 22 18 3x4 = � 2x3 I n. eau s iwa� � � cu �o wn � en nwuau iva, n gay c .,. i raye ID:S9kRXIZUNulg5asCD5T6PQzFITo-1 uoKUIV6i_gIYWV?Hu?gg4PTEMf63BK1 TZanmOzEKOZ 32-11-8 4x8 = 5x6 = 3 24 25 4 26 5x12 = 5 .:; 17 16 28 15 14 3x4 = 3x6 = 3x8 = 5x6 = Scale = 1:60.6 3xs II 3x4 = 3x5 I 6 7 8 6 27 r N 0 0 d o 0 11 13 6x12 = 3x4 11 3x4 I I 6x8 = 32-11-8 ,LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.11 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017[TP]2014 Matrix -MS Wind(LL) 0.14 15-17 >999 240 Weight: 187lb FT=20% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc puffins, �OT CHORD 2x SP M 30 `Except` except end verticals. 6- 7-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. EBS 2x SP No.3 WEBS 1 Row at midpt 3-15, 5-15 REACTIONS. (I !size) 1=1214/0-8-0, 9=1214/Mechanical ! M xHorz 1=203(LC 11) M x Uplift 1=-701(LC 12), 9— 715(LC 12) i FORCES. (lb) - Pax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 2=-2288/1604, 2-3= 1732/1323, 3-4=-1477/1279, 4-5= 1730/1279, 5-6=-917/669, 9= 551/411 BOT CHORD 1li 18=-1515/2082, 17-18=-1515/2082, 15-17=-1060/1522, 14-15— 1365/1880, j 1-14=-258/329, 6-12=-433/607, 11-12=-199/271, 7-10=-393/581 W EBS 18= 1/273, 2-17= 649/528, 3-17=-202/509, 4-15=-119/430, 5-15= 461/373, 14=-163/252, 12-14= 1109/1566, 5-12= 1200/880, 10-12= 544/747, 6-10= 1056/767 NOTES- 1) Unbalanced roc live loads have been considered for this design. 2) Wind: ASCE 7 �0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21fh B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl.,!GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-3-9, interior(1) 3-3-9 to 13-0-0, Exterior(2) 13-0-0 to 23-7-9, Interior() 23-7-9 to 27-9-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ a drainage to prevent water ponding. 4) This truss has en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has een 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 he bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to �girder( for truss to truss connections. ) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 1=701, 9=715. Walter P. Finn PE No.22839 MiTek USA, Ine. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING - Ve�� Iy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE. Design valid for a only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. 'ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. I iracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ' MiTek° Is always require for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storc I le. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatl available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL y r T14097449 75187 K3 Roof Special 1 1 Job Reference (optional) cnamoers i russ, rcrr Tierce, rL 7-10-0 15-0-0 o. r au s —i 1 I cu � o wu 1 en a uuau inay �. :• • way � � . �.— <u � o —J. I D:S9kRXIZU Nu Ig5asCD5T6PQzFITo-W 5Mi i5W kT1o99g4CrcWvN HxeCm15obMAiDJKJszEKOY 18-4-0 24-0-12 29-9-8 32-1111 7-10-0 7-2-0 3-4-0 5-8-12 5-8-12 3-2-0 Scale = 1:57.8 4x5 = III 4x5 = 6.00 F12 3 Ili 4 20 21 3x4 5x8 i 5 2 � 4x4 = 4x5 = 6 7 19 1 N al 41 o 15 14 13 12 11 10 9 8 3x4 = 2x3 13x6 = 3x4 = 3x4 = 3x6 = 3x4 = 4x5 = 3x6 I I r-10-0 0,0-3-0j 15-0-0 18-4-( 7-2-0 3-4-0 (LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP ITCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.22 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.35 13-15 >999 240 BCLL 0.0 j Rep Stress Incr YES WB 0.78 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 !, Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.2013-15 >999 240 Weight: 177lb F7=20% LUMBER- BRACING - TOP CHORD 2 it SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, BOT CHORD 2 SP M 30 except end verticals. WEBS 2 14 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. WEBS 1 Row at midpt 2-13 REACTIONS. (I size) 8=1214/Mechanical, 1=1214/0-8-0 x Harz 1=262(LC 11) x Uplift 8=-711(LC 12), 1= 705(LC 12) I11 FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-2=-2243/1550, 2-3=-1569/1233, 3-4=-1320/1186, 4-5=-154611240, 5-6=-1976/1402, -7=-1760/1231, 7-8=-1178/861 IBOT CHORD 15=-1389/2057, 13-15=-1389/2052, 12-13=-839/1330, 10-12=-1176/1718, 10=-1295/1842 WEBS -15=0/340, 2-13=-833/633, 3-13=-272/43014-12=-310/443, 5-12=-632/482, 1-10=-5/282, 6-9=-1030/811, 7-9=-1428/2048 NOTES- 1) Unbalanced roc f live loads have been considered for this design. 2) Wind: ASCE 7 70; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft L=33ft; eave=4ft; Cat. II; Exp C; Encl. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 15-0-0, Exterior(2) 15-0-0 to 18-4-0, Interior I) 21-7-9 to 29-9-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip IDOL=1.60 3) Provide adequ to drainage to prevent water ponding. 4) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �5) . This truss ha 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 IWill fit between he bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder ) for truss to truss connections. I7) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=711, 1=7135. Wafter P. Finn PE No.22639 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V lfy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev, 1010312016 BEFORE USE. Design valid for se only with MITekO connectors. this design is based only upon parameters shown, and Is for an Individual building component not a truss system. fore 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 requir fabrication, stor for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa6i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Qty Ply 1 4701 BUCHANON/RIGUEL lob r T14097450 75187 K4 Common 1 1 Job Reference (optional) cnamoers i russ, 1�c., for rrerce, r-L 5-11-0 5-11-0 o.i —. I—. —Yc uVo I D:S9kRXIZUNul g5asCD5T6PQzFITo-_Hv4vRW MEbw?npfOOJ 18wV Ur4ANKXOBKxt3trJzEKOX 11-3-8 16-8-0 22-0-8 27-5-0 5.4-8 5-4-8 5-4-8 5-4-8 Scale = 1:57.2 44 = 6.00 FIT 5 22 3x6 i 3x4 3 14 25 13 26 3x4 = 3x6 = 23 3x4 6 3x6 7 12 2711 28 10 3x8 = 3x6 = 3x4 = 2x3 8 24 9 In m 0 4x5 = 8-7-10 16-8-0 24-8-6 32-11-8 8-7-10 8-0-6 8-0-6 8-3-2 !Plate Offsets , 1:0-0-12,Ed e, 9:Ed e,0-1-4 !LOADING !LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.15 10-12 >999 , 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.28 10-12 >999 240 iBCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 9 n/a n/a IBCDL 10.0 Code FBC2017,TP12014 Matrix -MS Wind(LL) 0.16 10-12 >999 240 Weight: 169lb FT=20% LUMBER- BRACING - directly TOP CHORD 2 BOT CHORD 2 4 SP M 30 iq SP M 30 TOP CHORD BOT CHORD Structural wood sheathing applied or 4-7-4 oc puffins. Rigid ceiling directly applied or 6-3-13 oc bracing. WEBS 2 4 SP No.3 WEDGE Right: 2x4 SP No. ,REACTIONS. Ql'�slze) 1=1219/0-8-0, 9=1219/Mechanical �xHorz 1=325(LC11) Nf�x Uplift 1=-711(LC 12), 9= 711(LC 12) FORCES. (lb) - Aax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ,TOP CHORD �2=-2284/1578, 2-4=-2078/1485, 4-5=-1436/1146, 5-6= 1437/1148, 6-8=-1995/1431, 9=-2192/1512 BOT CHORD 14=-1297/2209, 12-14=-936/1746, 10-12=-917/1583, 9-10=-1223/1893 WEBS 12=-697/967, 6-12= 631/510, 6-10=-208/433, 8-10=-276/339, 4-12=-672/537, 14= 268/525, 2-14=-347/382 NOTES- 1) Unbalanced ro f live loads have been considered for this design. 2) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=33ft; eave=oft; Cat. II; Exp C; EncQGCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-3-9, Interior(1) 3-3-9 to 16-8-0, Exterior(2) 16-8-0 to 319-11-9 zone; C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ) This truss has gleen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss ha,, 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 111he bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder( ) for truss to truss connections. 6) Provide mechaical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=711, 9=711. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V Ify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10A13/2015 BEFORE USE. ° Design valid for se only with MITekO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. B fore use, the building designer must verity 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 require stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i Safety Iniformati gstord o. delivery, i available from Truss Plate Institute. 218�N.. Lee Street. State 312 Mexalndda.AA 22 Qrlteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Blvd. Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL r T14097451 75187 K5 Scissor 1 1 Job Reference (optional) chambers I runs, Ittc., Fort Pierce, FL 5-10-5 2x3 2 I 21 I o0 1 i I axe a.13u s Mar i i zui B Nil i ex mousines, inc. Mon May zl Ue:1U:3/ zui tl rage 1 I D:S9kRXIZU Nu IgSasCD5T6PQzFiTo-STTS7mX_v2sPzEayl ZNSi 1 ztZfFGV PTAXoRNIzEKOW 22-0-14 27-5-11 33-3-4 5-4-14 5-4-14 5-9-9 4x5 11 6.00 F12 5 22 23 3x4 i 3x4 4x6 4 6 4x6 3 7 :ea- 13 14 4x6 3x4 57 3.00 12 12 5x8 = Scale=1:58.6 2x3 8 24 0 0 11 10 4x6 ZZ 9 rn 3x4 ZZ Iq 0 ZZ 3x8 I 8-6-11 8-1-5 18-1-5 8-5-15 Plate Offsets X,-- 1:0-0-10,Edge], 3:0-3-0,Edge], 7:0-3-0,Ed e , 9:0-0-9,Edge), 11:0-2-51Ed e , 13:0-2-5,Edge] (LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.40 10-12 >995 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.80 10-12 >498 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.50 9 n/a n/a �BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.55 10-12 >730 240 Weight: 153lb FT=20% LUMBER- BRACING - TOP CHORD 2x SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. BOT CHORD 2 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. WEBS 2x SP No.3 WEDGE Right: 2x4 SP No. I REACTIONS. (I (size) 9=1231/0-7-4, 1=1231/0.8-0 M x Horz 1=329(LC 11) M: x Uplift 9=-718(LC 12), 1= 718(LC 12) FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2=-4050/2708, 2-4=-3729/2421, 4-5=-2730/1758, 5-6= 2731/1758, 6-8=-3704/2405, 19=-4013/2685 BOT CHORD 14= 2348/3786, 12-14= 1832/3196, 10-12=-1826/3168, 9-10=-2324/3623 WEBS 12= 1249/2122, 6-12— 824/693, 6-10=-215/501, 8-10— 316/413, 4-12=-825/699, 14=-228/516, 2-14= 318/423 NOTES- 1) Unbalanced ro( live loads have been considered for this design. 2) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=33ft; eave=4ft Cat. II; Exp C; Encl.,, Cp1=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-3-15, Interior(1) 3-3-15 to 16-8-0, Exterior(2) 16-8-0 to 19-11-15 zo ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has I en designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss ha een 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 a bottom chord and any other members. 5) Bearing at joint S) 9, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bea ing surface. 6) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt-�b) 9=718, 1=718. I I i Walter P. Finn PE No,22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: i May 21,2018 I ® WARNING - Ve I Yy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10103P1015 BEFORE USE. Design valid for only with MITek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not �� a truss system. ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. zacing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT�k" 1 Is always regd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatio avallable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL i w T14097452 75187 KJ7 Diagonal Hip Girder 6 1 Job Reference (optional) t nam Ders truss, c., t-orr Fierce, f-L I -2-9-15 I D:S9kRXIZUN ulg5asC D5T6PQzFITo-wg 1 rK6Ycl DAjO7pnW k4c?vZArz4E?22cOBY_vBzEKOV 9-10-1 2-9-15 5-1-9 4-8-7- Scale: 1/2'=1' i I 4 iv NAILED Io NAILED 13 4.24 12 NAILED 3x4 NAILED 3 12 NAILED d� m NAILED 11 i 2 14 15 7 16 6 i 1 NAILED NAILED 2x3 II NAILED 5 3x5 = NAILED NAILED NAILED 3x4 = 5-1-9 , 9-10-1 5-1-9 4-8-7 Plate Offsets X, -- 2:0-0-9,Ed e (LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.13 7-10 >935 240 MT20 244/190 'TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44lb FT=20% LUMBER- BRACING - TOP CHORD 2 'I SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 4 SP No.3 (FORCES. (lb) - I ;TOP CHORD IBOT CHORD WEBS INOTES- 1) Wind: ASCE 7 II; Exp C; Encl. 2) This truss has 3) ` This truss ha; will fit between 14) Refer to girder( 5) Provide mecha 4=136, 2=493, 6) "NAILED" Indic 7) In the LOAD C, LOAD CASE(S) 1) Dead + Roof LI Uniform Loads Vert: 1 Concentrated L Vert: 1 I size) 4=129/Mechanical, 2=462/0-10-15, 5=269/Mechanical x Harz 2=288(LC 24) x Uplift 4=-136(LC 8), 2=-493(LC 8), 5=-128(LC 8) x Grav 4=129(LC 1), 2=699(LC 28), 5=368(LC 29) ex. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3=-1045/257 7=-347/805, 6-7= 347/805 7=0/343. 3-6=-874/376 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft B=45ft; L=24ft; eave=4ft; Cat. 3Cpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )een 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 le bottom chord and any other members. I for truss to truss connections. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (it=lb) =128. :as 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 3E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Lumber Increase=1.25, Plate Increase=1.25 4, 5-8=-20 r (lb) (F=25, B=25) 13= 61(F= 31, B= 31) 14=72(F=36, B=36) 15=6(F=3, B=3) 16=-48(F=-24, B� 24) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 Q WARNING- V 1 IIy design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev. 10/03/20IS BEFORE USE.� Design valid for se only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. fore 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 require I for stability and to prevent collapse with posslbie personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and imss systems, seeANSi/TPI I Quality Cfiterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatic p available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type City Ply 4701 BUCHANON/RIGUEL t � T14097453 �5187 KJC Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 8.130 s Mar 11 2018 Mt I ek industries, Inc. ivion rviay 21 u9:tu:39 201 B Page i I D:S9kRXIZUNulg5asCD5T6PQzFITo-OsbDYSZFW W IaeHOz4SbrX76MhNTVkbXmdrHYSezEKOU -2-2-13 1-9-3 2-11-2 3--14 4-0.9 4-5-11 5-2-6 2-2-13 1-9-3 1-1-15 0-65-11 0-6-11 0-5-2 1 0-8-10 Scale = 1:18.5 II 2-11-2 4-0-9 5-2-6 2-11-2 1-1-7 1-1-13 I Plate Offsets (X )-- [2:0-0-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.01 9 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wlnd(LL) 0.01 9 >999 240 Weight: 23lb FT=20% LUMBER - TOP CHORD BOT CHORD REACTIONS. I FORCES. (lb)- NOTES- 1) Wind: ASCE 7 II; Exp C; Encl, 2) This truss has 3) ` This truss ha will fit between 14) Refer to girder 5) Provide mech 2=321. 16) "NAILED" Indic 7) In the LOAD C iLOAD CASE(S) .1) Dead + Roof L Uniform Loads Vert: 1 Concentrated Vert: 1 tSPM30 t SP M 30 `Except` 0,4-8: 2x4 SP No.3 ze) 5=81/Mechanical, 2=345/0-8-11, 6=89/Mechanical Horz 2=223(LC 8) Uplift 5=-65(LC 8), 2=-321(LC 8), 6=-45(LC 8) Grav 5=92(LC 25), 2=345(LC 1), 6=105(LC 25) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21 it; 13=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. ) for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Ct=lb) 2-12d (0.148"x3.25") toe -nails per NDS guidlines. S) section, loads applied to the face of the truss are noted as front (F) or back (B). (balanced): Lumber Increase=1.25, Plate Increase=1.25 4, 10-11=-20, 8-9=-20, 6-7=-20 r (lb) 1(B) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING - iffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for se only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. E fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design I Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiltonai temporary and permanent bracing MiTek" Is always re quirc for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrlcallon, stor ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informa8 n available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. _ Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL y . T14097454 5187 KJC3 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, �c., Fart Pierce, FL 8.130 s Mar 11 2018 AiiTek Industries, Inc. Pion May 21 09:10:39 2018 Page 1 ID:S9kRXIZUNulg5asCD5T6PQzFITo-OsbDYSZFW W IaeHOz4SbrX76MhNRJkbXmdrHYSezEKOU -2-2-13 1-9-1 2-11-0 3-5-12 , 4-0-7 , 4-5-9 5-2-4 2-2-13 1-9-1 1-1-15 0-6-11 0-6-11 0-5-2 0-8-10 Scale = 1:18.5 T 0 2-11-0 4-0-7 5-2-4 2-11-0 1-1-7 1-1-13 Plate Offsets )-- 2:0-0-9,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.02 9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 . Code FBC2017/TPI2014 Matrix -MR Weight: 23 lb FT = 20% CHORD 2 f SP M 30 CHORD 2 4 SP M 30 *Except` 3-�0,4-8: 2x4 SP No.3 ze) 5=79/Mechanical, 2=339/0-8-9, 6=85/Mechanical Horz 2=222(LC 8) Uplift 5=-65(LC 8), 2=-321(LC 8), 6=-45(LC 8) Grav 5=99(LC 28), 2=344(LC 28), 6=134(LC 29) ORCES. (lb) - Vax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown OP CHORD 3=-459/33, 3-4=-341/60 IOT CHORD 10=-86/336, 8-9= 91/270 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IOTES- ) Wind: ASCE 7I 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4fh Cat. II; Exp C; Encl.l GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss ha'I been designed fora 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 i he bottom chord and any other members. } Refer to girderi�' for truss to truss connections. j Provide mech- ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except at=lb) 2=321. "NAILED" I idi tes 2-12d (0.148" x3.25') toe -nails per NDS guidlines. In the LOAD C „SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). )AID CASE(S) tandard Dead + Roof Up (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads plf) Vert: 1' =-54, 10-11=-20, 8-9=-20, 6-7— 20 Concentrated ads (lb) Vert: 1 =11(B) 16=-11(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- V i ify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Deslgn valid forJisseonlywithhMITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. building clesignS fore use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M T i� k� Is always requir for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor Safety Informalk il e, delivery, erection and bracing of trusses and thus systems, seeANSi/TPI1 Quality Criteria, DSB-89 and BCSI Building Component i available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL ' � a T14097455 5187 KJC7 Diagonal Hip Girder 2 1 Job Reference o tional Chambers Truss, Fort Pierce, FL 8.130 s Mar 11 2018 P✓a I eK Industries, Inc. Mon May zi uwi u:vu zui a rage 1 ID:S9kRXIZUN ulg5asCD5T6PQzFITo-s29bloZtHgQRGRz9d9644KeXEneET_7vsV 15_4zEKOT 2-2-13 1-9-1 2-11-0 3-5-12 4-0-7 5-9-4 2-2-13 1-9-1 1-1-15 0-6-11 0-6-11 1-8-13 2-0-5 Scale: 1/2'=l' 1 11 2-11-0 1-1-7 3-9-2 Plate Offsets X, ii- 2:0-0-5,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.08 11 >999 240 MT20 2441190 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.10 11 >907 180 TTCDL BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 36 lb FT = 20% TOP CHORD BOT CHORD REACTIONS. (I h I h h (FORCES. (lb) - ITOP CHORD IBOT CHORD (WEBS NOTES- 1) Wind: ASCE 7 II; Exp C; Encl 2) This truss has 3) ' This truss ha will fit between 4) Refer to girder 5) Provide mech< 5=105, 2=360, 6) "NAILED" indi( 7) In the LOAD C LOAD CASE(S) 1) Dead + Roof L Uniform Loads Vert:1 Concentrated I Vert: 1 SPM30 SP M 30 `Except` 1,4-9: 2x4 SP No.3 SP No.3 ze) 5=91/Mechanical, 2=440/0-8-9, 6=285/Mechanical Horz 2=289(LC 8) Uplift 5=-105(LC 8), 2=-360(LC 8), 6=-154(LC 8) Grav 5=91(LC 1), 2=459(LC 28), 6=335(LC 29) K. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. = 506/83, 3-4=-622/199 1= 193/359, 9-10=-319/605, 7-8=-523/993 = 1016/535 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=2411; eave=4ft; Cat. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. ,) for truss to truss connections. kcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �s 2-12d (0.148" x3.25") toe -nails per NDS guidlines. E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). (balanced): Lumber Increase=1.25, Plate Increase=1.25 54, 11-12=-20, 9-1O 20, 6-8=-20 Is (lb) 1(F) 18=-11(B) 19= 120(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- V I rify design parameters and READ NOTES ON THIS AND INCLUDED MrFEKREFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE, Design valid for se only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not �' a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Wilding design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always requIrd J for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor ge, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI. Building Component 6904 Parke East Blvd. Safety Informolit n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL • T14097456 75187 KJE3 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, I I Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon May 21 u9:10:4t 2u18 Page i ID:S9kRXIZUNulg5asCD5T6PQzFITo-KFjzzBaV28YItbYLBsdJdYBd7B2TCUg349meW WzEKOS 0- -3 3-3-4 3-8-10 7-0-2 0- 3 3-3-4 0-5-6 3-3-8 2-9-12 2x3 11 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud ITCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.05 5-6 >977 360 'TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.09 5-6 >509 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.16 4 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) -0.07 5-6 >677 240 )P CHORD )T CHORD EBS EACTIONS. (FORCES. (lb) - I� !WEBS NOTES- 1) Wind: ASCE 7 11; Exp C; Encl. DOL=1.60 2) This truss has 3) ` This truss ha will fit between �4) Refer to girder 5) Provide mech 5=135, 6=573. 6) "NAILED" Indic I7) In the LOAD C, LOAD CASE(S) 1) Dead + Roof Li Uniform Loads Vert:1 Concentrated Vert: 1 SP M 30 SPM30 SP No.3 Jze) 4=-32/Mechanical, 5=-97/Mechanical, 6=345/0-10-15 c Horz 6=141(LC 8) Uplift 4=-85(LC 17), 5=-135(LC 17), 6= 573(LC 8) Grav 4=55(LC 22), 5=83(LC 24), 6=734(LC 31) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:16.9 PLATES GRIP MT20 244/190 Weight: 23lb Ff=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 1e bottom chord and any other members. ) for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4 except Qt=lb) 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. S) section, loads applied to the face of the truss are noted as front (F) or back (B). Lumber Increase=1.25, Plate Increase=1.25 14, 2-4= 54, 5-7= 20 Is (lb) 72(F=86, B=86) 11=-92(F=-46, B=-46) 12=218(F=109, B=109) Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V Ity design parameters and READ NOTES ON THIS AND INCLUDED MD'EKREFERANCE PAGE MI!•7473 rev. 10/03/2015 BEFORE USE. Design valid for se only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. B, fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. '1 Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always require; for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor go, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallo i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL T14097457 75187 M Hip 1 1 I Job Reference (optional) unamoers I russ, Inc., 1-011 V erce, rl- I D:S9kRXIZUN ulg5asCD5T6PQzFITo-oRH LAUb7pRg9Vk6Yla8Y91ktNaNYximCJpW C2yzEKOR s-so ' 2-0-0 1-4-0 1-4-0 ' 1-0-0 5-0-0 u-tt-u' v-au' 4.00 12 0-4-0 Scale=1:35.8 4x10 = 4x4 4x5 7 8 9 6 6.00 12 3x4 3x8 i m 10 0 ac 4x10 5 v 2x3 I I 4 3 �27 02 $x12 = 15 14 13 12 oM17 4x4 = 4x4 = 5x6 = I�l 1 20 19 5x6 = 2x3 11 3X5 = 3x4 = 3x4 11 4.43112 4x5 4x10 = 1-4-03-8-0 8-8-0 9-2-Q 12 0-0 15-0-0 16.0-0 , 18-0-0 , 1-4-0 1-4-0 1-0-0 5-0-0 f- 0-10-0 5-0-0 1-0-0 ' 2-0-0 Plate Offsets X, -- 7:0-3-4,0-2 0 , 8:0-0-0,0-1-12 , 11:0-0-13,0-2-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.13 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Verl(CT) -0.26 15-16 >842 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 HOrz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 15-16 >999 240 Weight: 102lb FT=20% LUMBER- BRACING - TOP CHORD 2 k SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-1 i oc purlins. BOT CHORD 2 14 SP M 30 'Except` BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. 1 -12: 2x6 SP No.2 WEBS 2,4SPNo.3 REACTIONS. (I /size) 11=660/Mechanical, 2=784/0-8-0 x Horz 2=183(LC 11) X Uplift 11=-377(LC 12), 2=564(LC 12) FORCES. (Ib) - II ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3=-1259/752, 3-4=-1412/868, 4-5=-2168/1341, 5-6=-1052/671, 6-7=-922/712, 8- 903/691, 8-9= 916/704, 9-1 0=-1 0441688, 10-11=-2042/1371 BOT CHORD 20=-640/1170, 19-20=-348/604, 4-18=-126/297, 17-18=-855/1542, 16-17=-340/687, 16=-199/511, 15-16=-1415/2410, 14-15=-388/888, 13-14=-403/903, 12-13=-1106/1700, 1-12=-1169/1818 WEBS 17=-980/485, 4-16= 680/1243, 5-15=-1592/1035, 7-14= 359/380, 10-13= 842/715, -20— 388/251. 18-20=-328/667. 10-12= 229/461 NOTES- 1) Unbalanced r f live loads have been considered for this design. 2) Wind: ASCE 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-2-0, Exterior(2) 9-2-0 to 9-6-0, Interi r(1) 10-0-0 to 18-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequ to drainage to prevent water ponding. 4) This truss has )een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss ha 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 betweehe bottom chord and any other members. 6) Refer to girder ) for truss to truss connections. 7) Provide meclical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 11=377,2=5 Walter P. Finn PE No.22839 ll USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - rfry design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE Design valid fo 'Fuse only with MITekC� connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desig I &acing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe ic� Is always re, for stability and to prevent collapse wifh possible personal injury and property damage. For general guidance regarding me fabrication, sto Oge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informal on available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL • 1 T14097458 75187 MHVA VALLEY 1 1 Job Reference o tional cnamoers i russ, I ror[ rierca, r� o. �u w�� ., �.�� ,,,..� �„�uy t, '- ------ - -u- . ID:S9kRXIZUNulgSasCD5T6PQzFITo-Hd wk gclalo07uhkJHfnizG?3_fdgLdLYTFlbPzEKOQ 2-0-2 6-4-0 2 22 6-4-0 5- 3x4 I I 3 5 4 3x4 16x8 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 1 n/r 120 TCDL 7.0 Lumber DO 1.25 BC 0.93 Vert(CT) 0.07 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 I Code FBC2017ITPI2014 Matrix-P LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. FORCES. (lb) TOPCHORD BOT CHORD WEBS BRACING- SP M 30 TOP CHORD SP No.3 SP No.3 BOT CHORD ;ize) 5=381/6-9-8, 4=220/6-9-8 : Horz 5=444(LC 12) :Uplift 5=-120(LC 12), 4=-337(LC 12) : Grav 5=381(LC 1), 4=295(1-C 17) [x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i=-316/348, 3-4= 213/340 i=-464/276 I=-311 /522 Scale = 1:40.1 PLATES GRIP MT20 244/190 Weight: 49 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE -10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=21ft; B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Enc', GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-15 to 0-11-1, Interior(1) 0-11-1 to 6-7-12 zone; end vertical left ex osed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable require continuous bottom chord bearing. 3) This truss ha (been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss h s been designed for a live load of 20.11psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwee the bottom chord and any other members. 5) Provide mect nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=120, 4=33-1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 & WARNING -I rerW design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 10/032015 BEFORE USE. Design valid f use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desig i. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always requ led for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st *age, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Informc Non avdlable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 1 Truss Truss Type _ Qty Ply 4701 BUCHANON/RIGUEL 'Job 41 IV T14097459 75187 MV2 Valley 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon May 21 09:10:44 2018 Page 1 ID:S9kRXIZUN ulg5asCD5T6PQzFl To-IgO6bAdN L3xtk2Gws? BOEApGEODuPsmVn7?J7rzEKOP 2-0-0 2-0-0 3x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2 I� SP No.3 BOT CHORD 2 4 SP No.3 REACTIONS. FORCES. (lb) 1) Wind: ASCE 7 11; Exp C; Encl. shown; Lumbe 2) Gable requires 3) This truss has 4) . This truss he will fit between 5) Bearing at join capacity of bee 5) Provide mechE ze) 1=51/2-0-0, 2=37/2-0-0, 3=14/2-0-0 Horz 1=40(LC 12) Uplift 1=-20(LC 12), 2=-44(LC 12) Grav 1=51(LC 1), 2=41(LC 17), 3=28(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21 ft; B=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions DOL=1.60 plate grip DOL=1.60 ;ontinuous bottom chord bearing. een designed for a 10.0 fist bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. a) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Fig surface. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- V. � ify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. f0/03/20f5 BEFORE USE. Design valid for se only with Mllek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. . fore use, the building designer must verify the applicablllty of design parameters and properly Incorporate this design into the overall building design. I Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requir for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component ', 6904 Parke East Blvd. Safety Informatt i available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 4701 BUCHANON/RIGUEL i L- T14097460 75187 MV3 Valley 1 1 Job Reference (optional) Lnamoers i russ, if Von Fierce, r-L U. 1Ju 5 May I 1 z— W-111 ar. ❑tult5llttl5, n— -U (Way a 1 Vw. 1u.-Yt .... —9y 1 I D:SgkRXIZU Nulg5asCD5T6PQzFITo-igO6bAdNL3xtk2Gws?BOEApBrOByPsmVn7?J7rzEKOP 3-0-0 3-0-0 3x4 = 3x4 II 2 3 Scale = 1:12.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2)! SP No.3 except end verticals. WEBS 1 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I size) 1=106/3-0-0, 3=106/3-0-0 x Horz 1=93(LC 12) IV x Uplift 1=-35(LC 12), 3=-88(LC 12) x Grav 1=106(LC 1), 3=114(LC 17) FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. �NOTES- 1) Wind: ASCE 7 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumbef DOL=1.60 plate grip DOL=1.60 2) Gable requires I ontinuous bottom chord bearing. 3) This truss has ! een 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 �,'ical he bottom chord and any other members. 5) Provide mech connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V'Irify design parameters and READ NOTES ON THIS AND INCLUDED.M?EKREFERANCE.PAGE MI1-7473 rev. 1010312016 BEFORE USE. Design valid for se only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. fore 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 Russ web and/or chord members only. Additional temporary and permanent bracing More k° Is always requlr fabrication, stor for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component ' 6904 Parke East Blvd. Safety informati available from Truss Plate Instilute, 218 N. Lee. Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL 1 S i• T14097461 75187 ' MV4 Valley 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL B.130 s Iviar 1112018 MiTek Industries, Inc. Pylon May 21 09:10:45 201 B Page 1 I D:SgkRXIZU Nul g5asC D5T6PQzFITo-DOyUoW dO6M3kMCr7QiiFnOMK2oW Q8JOe?nksfHzEKOO 4-0-0 4-0-0 3x4 i 3x4 II (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud 20.0 Plate Grip DOL 1.25 TC 0.53 Vett(LL) n/a n/a 999 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a 10.0 Code FBC2017/TP12014 Matrix-P ITOP CHORD 2) IBOT CHORD 2) WEBS 2) I (REACTIONS. (I Iv I Iv N jFORCES. (lb) - NOTES- 1) Wind: ASCE 7 II; Exp C; Encl. shown; Lumbe 2) Gable requires 3) This truss has 14) ` This truss ha: will fit between 15) Provide meche I BRACING- SP No.3 TOP CHORD SP No.3 SP No.3 BOT CHORD ze) 1=120/4-0-0, 3=120/4-0-0 Horz 1=93(LC 12) Uplift 1=-47(LC 12), 3=-93(LC 12) Grav 1=120(LC 1), 3=128(LC 17) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions DOL=1.60 plate grip DOL=1.60 ontinuous bottom chord bearing. een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. pical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 Q WARNING - VII rify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. RL0312015 BEFORE USE Design valid for ise only with MiTek® connectors. This design is based only upon parameters shown. and Is for an individual building component not a truss system. fore 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* h always recluir for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor Safety Informati ge, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSi Building Component n available from Truss Plate Instilute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 4701 BUCHANOWRIGUEL T14097462 75187 MV6 Valley 2 1 Job Reference (optional) ! cnamoers i russ, ti rorr rreme, rL ,s�a� �� w�� :. ,� ,.,ay -.,,.. , -y- . I D:S9kRXIZU Nulg5asCD5T6POzFITo-hC W sOreetg Bb_MOJ_OD UKbuZ,ICu-tkLoE RUPBkzEKON, 3 5 4 3x4 2x3 II 3x4 II Scale=1:17.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 �BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.27 BC 0.12 W B 0.12 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 23lb FT=20% BRACING - JUMBER- CHORD 2 4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, CHORD 2 k SP No.3 except end verticals. ,T WEBS 24 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 4 SP No.3 REACTIONS. ( b/size) 1=61/6-0-0, 4=83/6-0-0, 5=243/6-0-0 ax Horz 1=151(LC 12) A ax Uplift 4=-65(LC 12), 5=-189(LC 12) Grav 1=61(LC 1), 4=89(LC 17), 5=260(LC 17) I'FORCES. (11 - ,ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1:x TOP CHORD 1-2=-272/109 WEBS 2-5=-212/416 NOTES- 1) Wind: ASCE 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl.!,GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-4 zone;C-C for members and orces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable require (continuous bottom chord bearing. 3) This truss has )een 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 betwee the bottom chord and any other members. 5) Provide mechi i nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except Qt=lb) 5=189. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING- ; erlfy design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ° Design valid fc use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. fore use,lhe building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desig &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addillonai temporary and permanent bracing MiTek" Is always roctulatol for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, st age, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Informs ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type City Ply 4701 BUCHANON/RIGUEL T14097463 5187 MV8 Valley 1 1 Job Reference (optional) Chambers Truss, Fart Pierce, FL 8A 30 s Mar 11 2018 MiTek Industries, Inc. Mon May 21 09:10:46 2018 Page 1 ID:S9kRXIZUNulg5asCD5T6PQzFITo-hCWsOreetgBb_MQJ_QDUKbuW pCsNtj5oERUPBkzEKON 8-0-0 8-0-0 5 4 3x4 i 2x3 I 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER- TOPCHORD BOTCHORD WEBS OTHERS REACTIONS. FORCES. (lb) - TOP CHORD WEBS NOTES- 1) Wind: ASCE 11; Exp C; End members and 2) Gable require: 3) This truss has 4) ' This truss he will fit betweer 5) Provide meth; 5=261. CSI. DEFL. in (loc) I/defl Ud TC 0.46 Vert(LL) n/a n/a 999 BC 0.22 Vert(CT) n/a n/a 999 WB 0.14 Horz(CT) 0.00 n/a n/a Matrix-P BRACING- SP No.3 TOP CHORD SP No.3 SP No.3 BOT CHORD SP No.3 ze) 1=89/8-0-0, 4=111/8-0-0, 5=336/8-0-0 Horz 1=208(LC 12) Uplift 4=-86(LC 12), 5=-261(LC 12) Grav 1=89(LC 1), 4=118(LC 17), 5=358(LC 17) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 321/140 Scale = 1:22.9 PLATES GRIP MT20 244/190 Weight: 31 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21fh B=45ft; L=24ft; eave=4fh Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4 zone;C-C for rces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 :ontinuous bottom chord bearing. een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 1e bottom chord and any other members. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - V�i rUy deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/0=015 BEFORE USE. Design valid for iseonly with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not a truss system. fore 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 requir fabrication, sto d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatt n available from Truss Plate Insfilute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 4701 BUCHANON/RIGUEL T14097464 75187 MV9 Valley 1 1 Job Reference (optional) L namoers i russ, rorr rrerce, f-L a. tau s wiar i i zu 1 n rvu i eh u:uusu ies, rnc. rmurr rwny z r va: r u , .- rays r I D:S9kRXIZU Nuig5asC D5T6PQzFITo-904ED BfGe_JSbW?VY7kjspRgBbAXcAGxT5DzkAzEKOM 9.4-0 9-4-0 3 3x4 i 2x3 Il 43x4 II (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a 100.0 .0 Code FBC2017ITP12014 Matrix-S CHORD CHORD 'REACTIONS. (II M M M FORCES. (lb) -I TOP CHORD WEBS NOTES - Wind: ASCE 7 II; Exp C; Encl. and forces & M 2) Gable requires 3) This truss has 4) ' This truss ha: ' will fit between 5) Provide mecha 4=106, 5=298. BRACING- SP No.3 TOP CHORD SP No.3 SP No.3 BOT CHORD SP No.3 ze) 1=115/9-4-0, 4=136/9-4-0, 5=384/9-4-0 Horz 1=247(LC 12) Uplift 4=-106(LC 12), 5=-298(LC 12) Grav 1=115(LC 1), 4=145(LC 17), 5=410(LC 17) Ten. - All forces 250 (lb) or less except when shown. Scale = 1:26.8 PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=21ft; B=45ft L=24ft; eave=4ft; Cat. 3Cpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-2-4 zone;C-C for members fFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ontinuous bottom chord bearing. :en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )een 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 to bottom chord and any other members. cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - Vet Design valid for "fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMll-7473 rev. 10/03/2015 BEFORE USE. only with MIT08 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. ore use, the building designer must vedty the applicability of design parameters and property Incorporate this design Into the overall building design. acing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTek` Is always require: for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storc I je, delivery. erection and of am. Quality Criteria, DSB-89 and BCSI Building Component and truss systems. Nand 6904 Parke East Blvd. Safety Inion. formatiop avallabie from Truss Plate Institute, 218 NLee Street, Suite 312 Mcs a V Tampa, FL 33610 Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL lob T74097465 5187 MVA VALLEY 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 8.130 s Mar 112018 tflTek Industries, Inc. f0on 11llay 21 09:10:48 2018 Page 1 I D:S9kRXIZUN ulg5asCD5T6PQzFITo-dbedRXguPHRI Dgai5rFyPo_uY?Y9Ldu5hlzW GczEKOL 2-0-0 5 4 3x4 11 6x8 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vett(LL) 0.02 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2 SP M 30 BOT CHORD 2 SP No.3 \ WEBS SP No,3 REACTIONS. (1�/size) 5=268/3-0-0, 4=51/3-0-0 Scale = 1:29.0 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. tv x Horz 5=336(LC 12) ry x Uplift 5=-119(LC 8), 4=-307(LC 12) ry x Grev 5=268(LC 1), 4=201(LC 10) FORCES. (lb) - lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-5=-241/293 BOT CHORD 5=-386/212 WEBS-4=340/619 NOTES- 1) Wind: ASCE 7-I 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl. G4i=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-10-4 zone; end vertical left ex 6 sed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires ontinuous bottom chord bearing. 3) This truss has een designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss ha 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 he bottom chord and any other members. 5) Provide mech ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 5=119, 4=307. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING - J; rify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid forse only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �° a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design I &acing Indicated Is To prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requiro i d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto ' ige, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informall n available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type City Ply 4701 BUCHANON/RIGUEL fob .� ti T14097466 75187 MVB VALLEY 1 1 j Job Reference (optional unamners i russ, I ton Fierce, r-L UJcus Mar r r Zuni wn ierc nwusuies, aic. ---ay c. va.w wio rage ID:S9kRXIZUNulg5asCD5T6PQzFITo-azmNrDhBxvhOSzk4D FHQUR3ERpEdpX6N93SdINzEKOJ -2-0-0 3-0-0 2-0-0 3-0-0 3 5 4 3x4 I I 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 1 Nr 120 �TCDL TO Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 1 Nr 120 BCLL 0.0 Rep Stress Incr 5 WB Horz(CT) -0.00 4 Na Na BCDL 10.0 Code FBC20171TP12014 Matrix-p14 i LUMBER - TOP CHORD 2 BOT CHORD 2 WEBS 2 I REACTIONS. I I` P i FORCES. (lb) - ITOP CHORD BOT CHORD WEBS NOTES- 1) Wind: ASCE i II; Exp C; Encl vertical left exl 2) Gable require,, 3) This truss has 4) ' This truss ha will fit betweer 15) Providemech; 5=127.4=192, BRACING- SP M 30 TOP CHORD SP No.3 SP No.3 BOT CHORD ze) 5=268/3-0-0, 4=51/3-0-0 Horz 5=289(LC 12) Uplift 5— 127(LC 8), 4=-192(LC 12) Grav 5=268(LC 1), 4=135(LC 10) Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 241 /334 347/176 Scale: 1/2'=1' PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 9-7-12 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-10-4 zone; end sed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 :ontinuous bottom chord bearing. =en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 ie bottom chord and any other members. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 21,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M/1-7473 rev. 1010312015 BEFORE USE. Design valid foi use only with MOek® connectors, This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building desIgni Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always reclulr' d for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sto Safety Information ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component available from Trim Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223T4. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL 11 T14097467 5187 I MVC VALLEY 1 1 Job Reference (optional) Chambers Truss, i Fort Pierce, FL 8.130 s friar 11 2018 MiTek Industries, Inc. Mon May 21 09:10:60 2018 Page 1 I D:S9kRXIZU Nulg5asCD5T6PQzFITo-azmNrDhBxvhoSzk4D FHQUR3ERpEdpYeN93SdKVzEKOJ -2-0-0 3-0-0 2-0-0 3-0-0 5 4 3x4 I I 3x4 = LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl Ud �TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 1 n/r 120 ITCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD BOTCHORD ;REACTIONS. (II N N ! N (FORCES. (lb) - I TOP CHORD BOT CHORD WEBS NOTES- 1) Wind: ASCE 7 II; Exp C; Encl. vertical left exp ,2) Gable requires 3) This truss has 4) ` This truss ha;, I will fit between 5) Provide mecha 5=199. I BRACING- SP M 30 TOP CHORD SP No.3 SP No.3 BOT CHORD ze) 5=268/3-0-0, 4=51/3-0-0 Horz 5=241(LC 12) Uplift 5=-199(LC 12), 4= 94(LC 12) Grav 5=268(LC 1), 4=88(LC 10) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 241 /394 308/140 158/346 Scale = 1:18.7 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4fh Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-10-4 zone; end sed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ontinuous bottom chord bearing. teen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 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 [he bottom chord and any other members. nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Date: May 21,2018 ® WARNING - I dty design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Ml1.7473 rev. 10/012015 BEFORE USE. Design valid to tse only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not q a truss system. building desIgr!J fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to buckling of individual ltuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requir prevent d for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sto', ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa an available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 b Truss Truss Type city Ply 4701 BUCHANON/RIGUEL 1 T14097468 75187 MVD VALLEY 1 1 Job Reference (optional) unamoers i russ, i Farr Fierce, t-L o. —,1,a, , , ,. ,.,,,— ,,,.._,.,..,, ...-y -, _...... _U_ . I D:S9kRXIZU Nulg5asCD5T6PQzFITo-2AJ13Zi mhCpt471GnzpfOfcPMDZgY_vXOj BAb¢EK01 2-0-0 6-9-8 2-0-0 6-9-8 7 6 3x4 11 3x4 = 4 53x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n1a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-P iLUMBER - TOP CHORD BOTCHORD 4 SP M 30 �4 SP No.3 WEBS OTHERS z4 SP No.3 z4 SP N0.3 REACTIONS. ,b/size) 7=260/6-9-8, 5=100/6-9-8, 6=240/6-9-8 ,Ix Harz 7=396(LC 12) ax Uplift 7=-64(LC 8), 5=-89(LC 12), 6= 367(LC 12) ax Grav 7=260(LC 1), 5=148(LC 17), 6=392(LC 17) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/137 BOT CHORD 6-7=-453/241 WEBS 3-6=-278/390, 2-6=-298/561 NOTES- 1) Wind: ASCE II; Exp C; En vertical left e 2) Gable require 3) This truss ha 4) ' This truss f will fit betwe( 5) Provide mec 6=367. Scale=1:35.0 PLATES GRIP MT20 244/190 Weight: 47 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. „ GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-7-12 zone; end tosed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 continuous bottom chord bearing. been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 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 the bottom chord and any other members, with BCDL = 10.Opsf. tnical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING Verity design parameters and READ NOTES ON TRIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 10/032016 BEFORE USE. Design valid r use only with MITek®connectors. fits design Is based only upon parameters shown, and Is for an individual building component, not a truss sysierr I 'Before use, the building designer must verity the appllcablliry of design parameters and properly Incorporate this design Into the overall building des[,n. &acing Indicated is to prevent buckling of intl(vidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always realfired for slabiiity and to prevent collapse with possible personae Injury and property damage. for general guidance regarding the fabricatlon, s gage, delivery, erection and bracing of busses and truss systems, seeANSI/TPI 19uality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform „lion available from Truss Plate Instllute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Uob Truss Truss Type Qty Ply 4701 BUCHANON/RIGUEL i L T14097469 75187 MVE VALLEY 1 1 Job Reference (optional) cnamners i russ, I FOR NlerCe, FL U. Iau s rndl 1 1 LV 1 a 1- I — IIIUVJLI1—, 11— IV way .. v . . rays , I D:S9kRXIZU Nulg5asCD5T6PQzFITo-2AJ13ZimhCpt471GnzpfOfcLZDOVY_nXOj BAbaEK01 -2-0-0 6-9-8 B 2-0-0 3 5 4 3x5 11 5x6 = Scale=1:28.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.04 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.07 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 43 lb FT = 20% 1 LUMBER- BRACING - TOP CHORD 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD ' C4 SP 1\10.3 except end verticals. WEBS )C4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. Ib/size) 5=380/6-9-8, 4=220/6-9-8 1 ax Horz 5=349(LC 12) ax Uplift 5=-241(LC 12), 4=-215(LC 12) 1 ax Grav 5=380(LC 1), 4=253(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-315/428, 3-4= 213/371 BOT CHORD 4-5=-415/206 WEBS 2-4=-211/424 NOTES- 1) Wind: ASCE -10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Err ., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-7-12 zone; end vertical left a osed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requir II continuous bottom chord bearing. 3) This truss ha 3been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss s 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 betwe the bottom chord and any other members. 5) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=241.4=21 . Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 © WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 10/03/2015 BEFORE USE. Design valid r use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss syste . Before use, idle building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desl n. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always re red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, orage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InforCtlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply 4701 BUCHANON/RIGUEL k T14097470 75187 MVF Valley 1 1 I ' Job Reference (optional) cnamoers I russ, 1 t-OrT Fierce, tL v. I— a 1—. ................ ........._; ID:S9kRXIZUNulg5asCD5T6PQzFITo-W Mt7GvjPSWxkiHtTKgKuZs8ZKcwMHRSgcNxkPNzEKOH 6-9-8 6-9-8 3 1 5 4 4x5 11 2x3 11 3x4 11 Scale=1:22.9 I Plate Offsets X, -- 1:0-0-1,0-0-3 , 1:0-0-3,0-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) , I/defl Lid PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 30lb FT=20% LUMBER- l TOP CHORD 2k4 SP No.3 I BOT CHORD 214 SP No.3 WEBS 2 14 SP No.3 'OTHERS .14 SP No.3 1 WEDGE I Left: 2x4 SP No. REACTIONS. b/size) 4=89/6-9-8, 5=307/6-9-8, 1=96/6-9-8 �axHorz 1=208(LC12) tax Uplift 4=-68(LC 12), 5=-258(LC 12) If ax Grav 4=95(LC 17), 5=332(LC 17). 1=96(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/144 WEBS �_5=-274/496 1 NOTES- 1) Wind: ASCE 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21fh B=45ft; L=24fh eave=4ft; Cat. II; Exp C; Enc 1, GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-7-12 zone;C-C for members and iforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable require continuous bottom chord bearing. 3) This truss ha l been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss hi 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 betwee the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=258. ,D WARNING - writy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valld f I,r use only with MITekO 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 desi h. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 is always req red for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, st ;rage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criterla, DSB-89 and SCSI Building Component Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MiTek" 6904 Parke East Blvd. Tampa, FL 33610 May 21,2018 Safety Inform Hon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 I II Jib Truss Truss Type „� Qty Ply 4701 BUCHANON/RIGUEL Y_ •� T14097471 75187 L PBA Piggyback 2 1 I Job Reference o floral chambers i russ, i cart Fierce, FL .M1 ,, ,.. ..,, ,.,_ 1 — - .— ID:S9kRYJZUNulg5asCD5T6PQzFITo-_YRWUFk1 Dg3bJRSfuOr764hplOGMOw?grlgHxgzEKOG 2-0-0 2-4-0 , 4-4-0 2-0-0 0-4-0 2-0-0 3x6 = 3 TOP CHORD UNDER PIGGYBACKS%4 3x4 TO BE LATERALLY BRACED BY x— PURLINS AT 2-0-0 OC. MAX. TYPICAL. Scale = 1:8.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 n/r 120 MT20 244/190 i TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 4 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a i BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 4 SP No.3 TOP CHORD BOT CHORD 114 SP No.3 BOT CHORD REACTIONS. fib/size) 2=125/2-6-6, 4=125/2-6-6 ax Horz 2= 32(LC 10) ax Uplift 2=-100(LC 12), 4=-100(LC 12) FORCES. Qb) JIMax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-4-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced of live loads have been considered for this design. 2) Wind: ASCE 10', Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=21it; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; En �., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumb r DOL=1.60 plate grip DOL=1.60 3) Gable requir continuous bottom chord bearing. 4) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss h' s 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 betwee the bottom chord and any other members. 6) Provide mecA nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=100, 4=10 . 7) See Standar( 11 Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ' Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 21,2018 ® WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE Design valid ruse only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss syste. building deli Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall n. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek Is always req fired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. prage, Safety Inforrnction available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Mexandrla, VA 22314. Tampa, FL 33610 :symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/ ' Center plate on joint unless x, y a offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0_1/1 c1-2 cgs IN 2. Truss bracing must be designed by an engineer. For WEBS wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I N(�4 OO bracing should be considered. U 3. Never exceed the design loading shown and never inadequately braced trusses. 0- stack materials on 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�$ �� cs6 ~ BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-1iid' from outside all other interested parties. edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from " Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated, or green lumber. The first dimension is the plate 10. Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. n, Indicates location where bearings Cr°0' (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. p 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: — - SI .P_l-L—NotionaLDes' o-SpecifiQation for Metal -- 19. Review all portions of this design (front back, words n ictures)-be_fore_us_e.Reyi�Iwtng-ptcture_s aloneN1 _ is not sufficient. Plate Connected Wood I russ Construction. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses, MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015