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HomeMy WebLinkAboutTruss® Lumber desigl=• valueare in accordance With ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 2866792 - 1512 B BLK MiTek USA, Inc. Site Information: 6904-Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 1512 B Model: 1512Tg1pa, FL 33610-4115 Lot/Block: 185PH3 Subdivision: WATERSTONE Address: 5314 Vespra St; City: Fort Pierce State: FL Name Address and License #'of Structural Engineer of Record, If there'is one, for the building. Name: License #: Address: City: State: General Truss Engineering: Criteria & Design Loads (Individual Truss Design Drawings ShoW Special. Loading Conditions): ::' Design Code: FBC2020/TP12014.. - Design.Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual, Truss Design Drawings and 0 Additional. Drawings. With. my seal affixed to this sheet, I hereby certify that I am the Truss. Design: Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers: Rules. No. Seal# Truss Name Date: No. Seal# Truss ame Date; . 1 T24983858 A01 8/10/21 23 T24983380: CJ3S 8/10/21 2 T24983859 A02 8/10/21 24 T24985381 CJ3V 8/10/21 3 T24983360 A03 8/10/21 25 T24983382 CJ5. 8/10/21 4 T24983361 A04 8/10/21 26.. T24983383 CJ5S 8/10/21 5 T24983362 A05 8/10/21.. 27 T24983384 GJ5V 8/10/21 6 T24983363 A06 8/10/21 28 T24983385 EJ7 8/10/21 7 T24983364 A07 8/10/21 29 T24983386 ERS 8/10/21 8 T24983365 A08 8/10/21 30 T24983387 EJ7V 8/10/21 9 _ _ T24983366 A09 8/10/21 31 T24983388 EJ7VP 8/10/21 10:: T24983367 A10 8/10/21 32 T24983389 HJ7:: 8/10/21 .11 T24983368. Al BC 8/10/21 . 33 T24983390 HJ7V 8/1.0/21 12 T24983369 . A128C 8/10/21 . 34 T24983391 Z01 8/1:0/21 13 T24983370 A13BC 8/10/21 35 T24983392 Z02 :8/10/21 14_ _T24983371 A14BC 8/10/21 15. T24983372 A15BC 8/10/21 16 T24983373 A16B 8/10/21, :17 T24983374 B01 8/.10/21 18 T24983375 B02 8/10/21 . 19 .: T24983376 C01 8/10/21 20 T24983377 CJ1 . 8/10/21 21:. T24983378 CJ1 V 8/10/21 22 T24983379 CJ3 8/10/21 : The truss drawing(s) referenced above have been prepared by ����� P�` N • VF���i�� MiTek USA, Inc. under my direct supervision based on the parameters 11` �0;:••' •' �� .:provided by Builders FirstSource (Plant City, FL). •�' � • •.. Truss Design Engineer's Name: Vele2, Joaquin ; * : N. *. MY. license renewal date for the state of Florida is February 28, 2023. = ik IMPORTANT NOTE: The seal on these truss component designs is a certification �•' ATE OF •'4(U� that the engineer named is licensed.in the Iurisdiction(s).identified and that the� designs comply with ANSI/TPI 1: These designs are based upon. parameters �0� Q .R 1. �.•' � w� shown (e.g., loads, supports, dimensions, shapes and design codes), which were �i ss•' '•�" �� given to MiTek or TRENCO. Any project specific information included is for MiTek's orA1- TRENCO's customers.file reference purpose only, and was not taken into account in the ���► 11 It►�L��� preparation of these designs. MiTek or TRENCO has not independently verified the Jo oln Velez IE No.68182 applicability of the design parameters or the designs for any particular building. Before use, M, ek U.SA, In . FLCert 6634 the building: designer should verify applicability of design parameters and properly. 69 Parka Blvd. Tampa FL33610 incorporate these designs into the overall building design per ANSIfFPI 1, Chapter 2. Dat August 10,2021 :: Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 1512 B BLK T2498335B 2866792 A01 SPECIALTRUSS 4 1, Job Reference (optional) buiiaer5 virst5ource (Flan Glty, vL), Plant Glty, FL - 3356/, 6.43U S Jun 2 zuzi mi I eK Inausines, Inc. I ue Aug 1 U 13:4U:4/ 4uzi rage I ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-tTbOQ6W ABi Q?gY2XcFeVOPNzwr8XuOgOvTNntRypENE r1-4-0, 7-1-8 8.8-0 12-11-6 19-0-0 25-0-10 29-4-0 30-10-6 38-0.0 ,99-4-Q 1-4 0 7.1-8 1-6-8 4-3-6 6-0-10, 4-3-6 1-6-8 7-1-8 1-4-0 Scale=1:69.2 5x6 6.00 12 5 4x8 `. 4x8 57 3:00 ri2 8-8.0 19-0-0 29-4-0 3B-0-0 8-8-0 10-4-0 10-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [4-0-2-12,0-3-0],[6:0-4-0,0-3-0],'[10-1-14,Edge], [10:0-2-12,0-3-4], [13:0-2-12,0-3-4] - LOADING (psf) SPACING- 2-0-0... CSI. DEFL. in Qo' c) I/deft L/d PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL). . 0.7411-13 >620 240. MT20 244/190 TCDL 7.0 LumberDOL: 1.25 BC 0.94 Vert(CT): -11211-13 >408 180 BCLL 0.0 `.. Rep Stress.lnor YES WB 0.90 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix -AS Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2. WEBS 1 Row at midpt 6-11, 4-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3 , Right: 2x4 SP No.3 . REACTIONS.. (siie) 2=0-8-0, 8=0-8-0 Max Horz 2=.-362(4C 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12), MaxGraV_2=1478(LC 1), 8=1478(LC 1) ' FORCES. (lb) - Max. Comp./Max. Ten. All forces250 (lb) or less except when shown. TOP CHORD 2-3=-4641/2622, 3-4=-4402%2545; 4-5=-2108/1364, 5-6=i2108/1357, 6-7=-4399/2550, 7-8=-4638/2627 B0T CHORD 2-13=-2201/4189, 11-13=-1271/2667, 10711=-1304/2666, 8-10=-224.4/4182 WEBS 5-11=-828/1510, 6-11=-1058/823, &10=-921/1795, 4-111_-1101/817, 4-13=-908/1832, 3=13=-252/351, 7-10=-262/351 . NOTES- 1) Unbalanced roof live loads have been considered for this design. j 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24t; eave=5ft; Cat. 11; Exp C,; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E),A-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) , 19-0-0'to 22=0-0,'Interior(1) 22-0-0 to 39-4=O zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906, 8=906.. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10;2021 ® WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and'is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek'' is always required for stability and to prevent collapse. with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and. bracing of trusses and truss systems, see, ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke. East Blvd. Safety Information. available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK c r T24983359 2866792 A02 SPECIAL TRUSS 1 1 Job Reference (optional) Builders I-Irstbource (Nlant Laty, I-L), viant Glty, I-L - 33b67, u.43u s Uun 2 zuzi mi I eK inousmes, inc. t ue Aug t u i j:wu:4o zuz r rage r I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-Lg9meRXoyLYrRidjAz9kZdv9mFTydU_9877LQtypEND rt-4-0 7-1-8 8-8-0 13-0-15 19-0.0 N-111-1 , 29-4.0 q0-10.5 3B•0-0 a9-4-q 1-4-0 7-1-8 1-6-6 4.4-155-1 1-1 4-4-15 1-6-8 7-1-8 1-4-0 Scale = 1:69.2 5x6 = 6.00 F12 0 5 2x4 II 2x4 II 2x4 II ' 2x4 II . 4x6 ZZ 48 = 3:00 12 8-8-0 19-0-0 29.4-0 38-0-0 8-8-0 10-4-0 10-4-0 8.8-0 Plate Offsets (X,Y)-- [2:0-1-14,Edge]; [4:0-3-0,0-3-0], [6:0-3-0,0-3-0], [8:0-1-14,Edge] LOADING (pso SPACING- 2-0-0. CSI. DEFL. in (loc) Udefl Ud ..::PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.93, Vert(LL) 0.66 11-13 >693 240 MT20 .244/1,90 TCDL .7.0 Lumber DOL 1.25 BC. 0.93 Vert(CT). -0.84 11-13 >542 180 BCLL 0.0 Rep Stress; Incr YES W B 0:84 Horz(CT) 0.51. 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Mat. AS Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.t *Except* BOT CHORD Rigid ceiling directly applied. Except: 12-13,10-12: 2x8.SP 240OF 2.OE, 14-18: 2x4 SP No.2 10-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3 ' . WEBS 1 Row at micipt 6-11, 4-11 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 8=0-8-0. Max Horz .2=-362(LC 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max GraV 2=1478(LC 1), 8=1478(LC.1) FORCES.(lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4614/2613, 3-4— 4374/2536, 4-5=-2163/1384, 5-6=i 2163/1375, 6-7=-4368/2541; 7-8=-4609/2619. BOT CHORD 2-13=-2195/4160, 11-13=-1295/2711, 10-11= 1328/2710, 8-10=-2237/4155 WEBS 5-11— 844/1559, 6-11_ 1034/817, 6-10=-878/1696, 4-11l-1080/813, 4-13=-868/1740, 3-13=-257/351, 7-10=-266/352 l NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph_(3-second gust) Vasd=124mph; TCD I=4.2psf; BCDL=6.opsf; h=25ft; B=45ft; L=24ft; eave='5ft; Cat. II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22=0-0,'Interior(1) 22-0-0 to 39-4=0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load noneoncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSVTPI :1 angle to grain formula. Building:designer should verify capacity of bearing surface.. . . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=906, 8=906. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord: Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10;2021 ;A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED OTEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSYM11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salefyintormation, available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK r T24983360 2866792 A03 :. SPECIALTRUSS 2 1 Job Reference (optional) Builoers I-irstsource (plant Gtty, I-L), Nlant aty, rL - 33b6f, - t1.43u s dun a ZUZt Mi I eK invusmes, inc. i ue, mug i v i a:wuav 4ue i raye r ID:vgWgkLM89b_5SJglyNvyjHzHH5m-H2HW37Z3TyoZhOn5HNCCe2_VO29R50ZSbRcRUmypENB r1-4-0 7-1-8 8-8.0 13-0-15 19=0-0 24-11-1 2.9 30-10-lf 3B-0-0 39-4-0 1-4-0 . 7-1-8 1-6.8 4-4-15 5-11-.t 5-11-1 4-4-15 1-6-8 7-1-8 1-4-0 Scale=1:69.2 5x6 = 6.00 F12 5 5x6 i 30 31 .5x6 4 6 2x4 Q 2x4 3 7 ST1.5x8 STP = ST1.5x8 STP 29 123 13 III 31I40 �I 11 32 a. m 2 1 4 I _ 10 BAD = B m 9 IvI o 10x12— _ - o 2x4 11 '2x4 11 2x4 11 2x4 11 48�. 4x8 % 3.00 12 8-B-0 19-0-0 29.4-0 38-0-0 8-8-0 10-4-0 10r4-0 8-8-0 Plate Offsets (X Y)-- [2:0-1-14 Edge] [4:0-3-0 0-3-0] [6:0-3-0 0-3-0] [8:0-1-14Edge], [11:0-5-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (loc) . I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL). 0.64 11 >712 240 : MT20 244/190 TCDL .7.0 .. Lumber DOL 1.25 BC - 0.93 Vert(CT). -0.81 11-12 >562 180 BCLL 0:0 ° Rep Stress Incr YES WB 0.84 Horz(CT) 0.51 8 n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix -AS Weight .245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.1 'Except" BOT CHORD Rigid ceiling directly applied. Except: 11-12;10-11: 2x8.SP 240OF 2.OE, 13-21: 2x4 SP No.2 10-0-0 oc bracing: 11-12 WEBS 2x4 SP No.3' WEBS 1 Row. at midpt 6-11, 4-11 . WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP'No.3 REACTIONS.. (size) 2=0-8-0, 8=0-8-0 I Max Horz 2=362(LC 11) Max Uplift 2=-906;(LC 12), 8=-906(LC 12): Max Grav 2=1478(LC 1), 8=1478(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4610/2611, 3-4=-4369/2533, 4-5=-2151/1378, 5-6=;-2151/1370, 6-7=-4369/2542; 7-8=-4610/2619 BOT CHORD 2-12=-2193/4156, 11-12=-1290/2704, 10-11=-1325/2704, 8-10=-2237/4156 WEBS 5-11=-839/1548, 6-11=-1039/819, 6-10=-884/1707, 4-11=-1083/814, 4-12=-871/1746, ,. 3-12=-257/351, 7-10=-266/351" NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL;=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E), -1-4-0 to 1-8-0, Intetior(1) 1-8-0 to 19-0-'0; Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4=0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom. chord'live. load nonconcurrent with any:other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord. in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI -1 angle to grain formula.Building designer should verify p. capacity of bearing surface.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=90618=906. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velei PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, :and is for an individual building component, not . �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing /� MiTek" Is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety.lnformation, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK t 1 T24983361 2866792 A04 SPECIALTRUSS 2 1 Job Reference (optional) *Ii 6 L ­44: Inn T... Ann In 1'i•An'rl 2021 Pa el C/n miry, BLAders rtrstSource (Plant Cny, r, Pla, rL - aaaor, l .. ...,,,,, « ,.,...y . ., . . ID:vgWgkLM89b-5SJgl yNvyjHzHH5m-IFrvGTahEGwQIAMlr5jSE FXiSSWTgsRbgSL?OCypENA r1-4-0 6-8-5 12-11-12 19.0-0 25.0-10 29-4-0 $0-10-q 38-0-0 39-4-q 1-4-0 6-8-5 6-3-7 6-0.4 6-0-10 4-3-6 1-6-9 7-1-7 1-4-0 Scale = 1:69.2 5x6 = 6.00 12 5 5x6 22 23 5xB 4 6 2x4 2x4 \\ 7 3 ST1.5x8 STP= ST1.5x8 STP = 1�z8 24 21 = O 1 2 10 9 C,319 .. 89 14 N 0 7x8 _ 6 14 1312 7x8 = 3x6 = 2x4 1I. 4x8 3.00 12 : 10-0-0 19.0.0 1 •7 B 29-4-0 38.0-0 10-0-0 9-0-10 7- 9-8-8 8-8-0 Plate Offsets (X Y)-- [4.0-3-0 0-3-0] 16:0-4-0 0-3-0] [8:0-1-14 Edge] [1110-2-8 0-2-121[14:0-3-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/defl Ud -PLATES.GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.78. Vert(LL) - 0.56 10-11 >807 240 : MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC. '0.88 Vert(CT):-1.1.510-11 >396 .180 BCLL 0.0 ' .. Rep Stress Incr' YES W B 0.80.. Horz(CT) ' 0.35 8 n/a n/a BCDL 10.0 Code: FBC2020/TP12014, Matri ix -AS W ei fit `. 205 lb FT - 20% g -. LUMBER- BRACING - TOP CHORD .2x4 SP No.2 *Except TOP CHORD . Structural wood sheathing directly applied. .174,6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied: BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 6-11, 5-13, 11-14 10-11: 2x4 SP M 31, 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 . REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-362;(LC 10) Max Uplift 2= 903(LC 12), 8— 903(LC 12) q.. Max Gram 2=1483(LC 1), 8=1483(LC 1) 1. FORCES... (lb) - Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2648/1596; 3-4=-2400/1485, 4-5=-2062/1362, 5-6=12100/1374, 6-7=-4434/2528, 7-8=-4671/2606 BOT CHORD 2-14=-1242/2331, 10-11=-1302/2664, 8-10=-2225/4217 WEBS 3-14=-381/413, 4-11=-441/441,6-11=-1074/809, 6-10=-894/1844, 5-11=-838/1483, 11-14=-986/2094, 7-10=-255/352 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0.to 22-0-0, Interior(1) 22-0-0 to 394.0 zone;C-C for members and forces'& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load .nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer.should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding. 100 lb uplift at joint(s) except Qt=lb) 2=903, 8=903. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.. Bracing indicated isto prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see' ANSYTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1512 B BLIK T24983362 2866792 A05 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567,' ID: 1-4-0 7-3.2 B-8-0 17-0.0 - 21.0-0 1-4-0 7-3-2 4-14 8-4-0 4-0-0 ST1.5x8 STP = 22 1 o 48 5x8 2x4 \\ 4 3 1559 3.00 F12 5xB = 5x6 = 6.00 12 5 6 0.4ouJ—I GG 61 IVII I-111U-1-0, 111- 1Uo—V Iv ­­­1 , 0 29-4-0 1-4714 7-3-2 1-4.0 Scale=1:71.9 . m a ui ST1.5x8 STP = 25 o �910 N Ivi.: g1 .a 4x8 = 8-8.0 8-4.0 I. 4-0-0 8-4-0 e-e-D Plate Offsets (X Y)-- [2.0-1-14 Edge] [4.0-4-0 0-3-0] [5.0-5-8 0-2-4] [6:0-3-8 0-2-4] [7:0-4-0 0-3-01 [9:0-1-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . Wall: Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC .: 0.95 Vert (LL) 0.59 13-15 >767 240 : MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BIC 0.89 : Vert(CT) -0.76 13-15 >599 180 BCLL 0.0 '' Rep Stress Incr YES WB 0.74, Horz(CT) 0.49 9 n/a n/a BCDL 10.0 Code F13C2020/TPI2014 Matrix -AS Weight: 226lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. . 14-15;11-14: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 4-13, 7-12 WEBS 2x4 SP No.3 WEDGE Left:'2x4 SP No.3., Right: 2x4 SP No.3 i REACTIONS.. (size) 2=0-8-0, 9=0-8-0 Max Horz 2= 327(LC 10) Max Uplift 2— 906(LC 12), 9=-906(LC'12). Max Grav 2=1478(LC 1), 9=1478(LC 1) FORCES.(lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4581/2632, 3-4=-4424/2623, 4-5=-2447/1520,.5-6 2098/1478, 6-7=-2420/1504; 7-8=-4420/2654, 9-9=-4577/2663 BOTCHORD 2-15=-2214/4125,13-15=-2039/3868; 12=13=-881/2113,!11-12=-209.8/3863, 9-11==2277/4122 WEBS 4-15=-423/1055, 4-13=-1890/1239, 5-13=-345l775, 6-12=-338/729, 7-12=-1864/1267, 7-11=-443/1040 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat, II; Exp C;,Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2E) 17-0-O.to 21-0-6, Exterior(2R) 21-0-O.to25-2-15, Interior(1) 25-2-15 to.39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss :component. 4) Provide adequate;drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIrfPI 11 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906, 9=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10;2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSI/TPIr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate Institute, 2670 Crain Highway, Suite 2.03 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply 1512 B BLK T24983363 2866792 A06 " HIP TRUSS 1 1. Job Reference (optional) Cunaers mrsioource triani Ldty, rLJ, rlant Ldty, rL - P0001, r1-4:Q 8-8.0 15-0-0 1-4-0 8.8.0 6-4-0 3.00 F12 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-idyfh9bxmtABYTVgyW IwGgcO8GLFIgZuHPg655ypENt '3-0-0 29-4-0 38-0-0 39-4-Q 8-0-0 6-4-0 8-8-0 1-4-0 5x6 6.00 12 5x8 = 4 20 21 5 Scale=1:72.1 t7 0 ST1.5x8 STP = 4xl2 0 7 0. 8 m N Io Plate onsets my)-- 13:U-3-U U-3-4J 14:U-4-U U-Z-bJ Ib:U-b-bS U-Z-4J rb:U-J-U U-J-4J tU:U-O-U U-b-UJ [II:U-4-4 U-b-U1 Ile.u-0-U U-0-41 LOADING (psf) SPACING- 2-0-0 .. CSI. DEFL. in (loc). I/deft : Ud PLATES: GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert (LL) 0.45 11 >999 240. :.. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT):-0.5710-11 >805 180 BCLL O:O '' Rep Stress Incr YES WB 0.50 , Horz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 238 lb FT = 20 LUMBER- BRACING - TOP CHORD .2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31, 1-3,6-8: 2x4 SP No.i BOT CHORD Rigid ceiling directly applied or 7-6-7 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 3-11, 5-11, 6-10 WEBS 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 7=0-8-0 Max.Horz 2= 291(LC 10) .. Max.Uplift 2=-906(LC 12), 7=-906(LC 12) Max Grav,2=1478(LC 1),'7=1478(LC 1) FORCES. (lb) -Max. Comp./Max._ Ten. -All forces 250 (lb)'or less except when shown.' TOP CHORD 2-3=-4773/2743,3-4=-2737/1681, 4-5=-2400/1599, &6 2738/1691, 6-7=-4773/2777 BOT CHORD 2712=-2298/4342, 11-12=-2159%4073, 10-11 =-1 090/2401, 9-10=-2223/4072, 7-9=-2365/4342 WEBS 3-12=-509/1179; 3-11=-1841/1206, 4-11=-346/820, 5-10-358/821, 6-10=-1808/1219, 6-9=-521/1178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=o.18; MWFRS (directional) and C-C Ezterior(2E) -1-4-0 to 1-8-14, Interior(1) 1-8-14 to 15-0-0,, Exteri6r(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Exterior(2R)'23-0-0 to 27-2-15, Interior(l) 27-2-15 to 39-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live* load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-.0-0 wide will fit between the bottom chord and, any other members. 7) Bearing at joints) 2, 7 considers parallel to grain value using ANSI/TPl;1' angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906, 7=906. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design.. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent -bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see; ANS117pll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - - Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK T24983364 2866792 A07 .. HIP. TRUSS 1 1 Job Reference (optic, nal ttuuaersrrrsiaourcetnanrt.ny,rt-/, riarnuuy,"-a000r, ...1....-..,.,, ----, ,.,,,..,.................,----- .__.— •- --'---- � — - ID:vgW gkLMB9b_5SJgl yNvyj'HzHH5m-e04P6rdBIVQsnnf34xnOL5jL13sl migBIjJC9zypEN6 r1-4-q 7-3-2 8.8-0 13.0-0 19-0.0 25-0-0 : 29-4-0 30-8-14 38-0-0 89-4-Q 1.4-0 7.3.2 -4-4-1 6-0-0 6-0.0 4-4-0 4-14 7-3-2 Scale=1:71.9 . 0.00 F12 5x8 = 2x4 11 5x8 = 5 25 ..6 26 7 5x6 i 5x6 2x4'Q 4 8 2x4 // m 3 9 ST1.5x8 STP= ST1.5x8 STP= 24 P7 O 2 .. 17 16 15 . 14 13 12 10 w a . m 1 10z12 = 4x6 = .0 _ 4x8 = 4x6 = 10x12 = 6x8 — 11 Sal o 4xB.z 4x8 % 3.00 F12 8-8-0 13-0-0 19-0-0 25.0-0 29-4-0 1 38-0-0 8-8-0 4-4-0 1 6-0-0.: 6-0.0 4-4-0 8-8-0 Plate Offsets (X Y)-- [2.0-1-14 Edge] [4.0-3-0 0-3-0] [5.0-6-0 0-2-8] [7.0-6-0 0-2-8] [8:0-3-0 0-3-0] [10:0-1-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC .. 0.93 Ve.rt(LL) . 0.63: 14 >728 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) : - -0.70 . 14 >581 180 BCLL 0.0 * Rep Stress Incr . YES WB 0.58 Horz(CT) 0.48: 10 n/a h/a BCDL 10.0 Code FBC2020ITP12014 Matnx-AS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except BOT CHORD Rigid ceiling directly applied. 15-17,12-15: 2XB,SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left:'2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=078-0 Max Horz 2=256(LC 11) Max Uplift 2=-906.(LC 12), 10— 906(LC. 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces.250 (lb) or less except when shown. TOP CHORD 2-3=-4591/2660, 3-4=-4398/2599; 4-5=-3095/1890,:5r6 -3036/1939, 6-7= 3036/1939; 7-8=-3095/1900i 8-9=-4398/2633, 9-10=-4591/2694 BOT CHORD 2-17=-2236/4136, 1.6-17=-1958/3847;:14-16=-1303/2755, 13-14=-13.22/2155, 12-13=-2023/3847, 10-12=-2303/4136 WEBS 4-17=-534/1045, 4-16=-1295/798; 5-16=-439/893, 5-14=-215/506, 6-14=-356/365, 7-14=-215/506, 7-13=-448/893, 8-13=-1273/812, 8-12=-545/1019, 9-12=-158/251, . 3-17=-146/251 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R), . .1370-0 to 17-2-15, Interior(l) 17-2-15 to 25-0-0, Exterior(2R) 25-0-0 to 29-1-6, Interior(l) 29-1-6 to 39-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project' engineer responsible for Verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *.This truss has been designed for a live load of 20.Opsf on the bottom;chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 7) Bearing at joint(s) 2, 10-considers parallel to grain value using ANSI/ I PI 1 angle to grain formula. Building, designer should verify capacity of bearing surface. I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cart 6634 2=906, 10=906. 6904 Parke East Blvd. Tampa FL 33610 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Date: August 10;2021 'A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based. only. upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 A MiTek' is always required for stability and to prevent cellapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK T24983365 2866792 A08 HIP TRUSS 1 1 Job Reference (optional) buimers ruslaource triani idly, rLl, rlanl ugly, rL - 00001, �.��� ��„ «�" ,•,, , �,• ,"���•..�� ..�. . -- . -- . _ . _..-•-- --- • . _ _ . ID:vgWgkLM89b•5SJglyNvyjHzHH5m-6CeoJBdp3orPxEFeeJduJEViTCCVAnKzN3miPypEN5 r1-4.0 B-8-0, 1'1-0-0 , 19-0-0 27-0-0 29.4-0 30-e-ty3 38-0-0 9. 1-4.0 7-3-3 -4.1 2-4-0 8-0-0 8-0-0 2-4-0 -4-13' 7-3-3 "1-4-D' .: i i Scale=1:70.5 5x8 = 2x4 11 5x8 — 3x4 5 26 6 27 7 3x4 6.00 12 2x4 \1 4 8 2x4 3: 928 0_ ST1.5x8 STP = m ST1.5x8 STP = 25 24 29 0 10 17: 16 14 13 12 1 .2 10x12 = 6x8 = 15 — 4x8 = 6x8 = fOx12 = 10.11 I IN o 6x8 — o 4x8 Z 4x8 3.00 F12 8.8-0 11-0-0 19-0-.0 27-0-0 29-4-0 38-0-0 8-8-0 2-4-0 8-b-b 8-0-0 2-4-0 ' 8-8-0 Plate Offsets (X Y)== [2'0-1-14 Edge] [5.0-5-8 0-2-4] [7.0-5-8 0-2-4] [10'0-1-14 Edge] [13.0-3-8 0-3-12] [1&0-3-8 0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. .DEFL. in (Ioc) I/defl Ud PLATES: GRIP TOLL 20.0 .:.: Plate Grip DOL :1.25 TC 1.00. Vert (LL ) .. 0.75. 14 >605 240 MT20 244/1:90 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.94 14 >487 180 BCLL 0:0 Rep Stresslncr YES WB 0.53. Horz(CT) 0.5.1. 10 We n/a BCDL 10.0 Code: FBC2020ITP12014_ Matrix -AS Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD . Rigid ceiling directly applied. 15-17,12-15. 2x8 SP 2400E 2.OE WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3_, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=078-0' . Max Horz 2=220(LC 11) Max Uplift 2=-900(LC 12), 10=-906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-4595/2675, 3-4=-4387/2590; '4-5— 3658/2187,:6-6=I3921/2403, 6-7=-3921/2403; 7-8=-3658/2205: 8-9=-4387/2623, 9-10=-4595/2707 BOT CHORD 2-17=-2251/4141, 16-17=-1937/3872,.14=16=-1640/3319, 13-14=-16.58/3319; 12-13=-2001/3872, 10-12=-2316/4141 WEBS 4-17=-517/889, 4-16=-846/491, 5-16=-511/1065, 5-14=-392/821, 6-14=-474/488, . 7-14= 392/821, 7-13=-523/1065, 8-13=-818/501, 8-12=-527/853; 3-17=-193/319, 9-12=-204/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-Oto 1-8-0, Interior(1) 1 8-0 to 11-0-0, Exterior(2R) 11.0-0 to 15-2-15, Intedor(1) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-16, Interior(1) 31-2-15 to 39-4-0 zone;C-C formembers and; forces & MWFRS for reactions shown; Lumbee DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other. live loads.. . 6) * This truss has been.designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSIlrP.l 1 angle to gain formula. Building, designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906,10=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velei PE No.68182 MTek USA, Inc. FL Carl..6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10;2021 .® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTeke connectors. This design is based only upon parameters shown,, and is foi an individual building component, not a truss system. Before use, the building designer must verity. the applicability of design parameters And properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see' ANSdrPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK T24983366 2866792 A09 HIP TRUSS 1 1 Job Reference (optional) Dunce_ rs rustaource triant arty, rLl, riarn t,ny, rL - aacor, o.Yo— oui l a —1 lVil lam ,,,u-1111 , uo —b, , � �, , I D:vgWgkLM89b_5SJgl yNvyjHzHH5m-aPCAXW eSg6gal5pSBMgsQW njftXOEbUUC1 oJEsypEN4 rt-4-0 7-3-2 9-0.0 15-7-0 22-5-0 29-0-0 30-8-14 38-0.0 39-4- 1.4.0 7-3.2 .1-B-14 6-7-0 6-10-0 6-7-0 1-8-14 7-3-2 1-4-0 Scale=1:70.5 5x6 = 3x4 = 5x6 = Sx6 = 6.00 rl2 2x4 4 22 23 5 6 24 25 7 2x4 3FR 8 m 9. 21 26 ST1.5z8 STP ST1.5xB STP = P7 c5 20 13 1 2 7x8 = 12 7x811 9 10 Iv Ic? N 0 7x8 = o 4x8 ZZ 4x8 % 3.00 F12 Plate Offsets (X Y)-- [2:0-6-3 0-0-2] [4:0-3-0 0=2-0] [6:0-3-0 0-3-0] [7:0=3-0 0-2-0] [9:0-6-3,0-0-2],[11:0-5-4,0-5-01,[12:0-4-0,0-4-8],[13:0-5-4,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL., in (loc) . I/defl Ud PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC. 0.79 Vert(LL) 0.98 12 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.24 12-13 >369 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code_ FBC2020ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8=0, 9=0-8-0 Max Horz 2=184(LC 11) Max Uplift 2=-906(LC 12), 9=-906(LC 12) Max Grav 2=1478(LC 1),.9=147.8(LC 1) FORCES. (lb) - Max. Comp./Mak. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-4788/2757, 3-4— 4590/2667, 4-5=-3851/2276, 5-6 5374/3068, 6-7=-3853/2302, 7-8=-4590/2702, 5-9=-4788/2791 BOT CHORD 2-13=-2331/4349, 12-13=-2828/5P13, 11-12=-2819/5225, 9-11=-2397/4349 WEBS 4-13=-1002/1831, 5-13=-1569/948, 5-12=0/389, 6-12=0%380, 6-11=-1579/950, 7-11— 1013/1828, 3-13=-196/309, 8-11=-198/306 Weight: 199 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-13, 6-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16;.Vult=160mph (3-second gust), Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 29-0-0, Extedor(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906, 9=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, -and Is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapsewith possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite•203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BILK ' T24983367 2866792 A10 HIP GIRDER 1 2 Job Reference (optional) Builders rirstbource (flan Glty, t-L), mant tatty, FL - 33bbf, ts.43U s Jun a 4ue I IVII I eK Inuu5u1e5, Inc. I ud Muy 1 U 10:91 .— — 1 rayc 1 1 ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-IW MKrHnLEU3Om9ZL9W RNrkhAJNI Jff5kEzO6jypEMv 1-1.4.0 4-1-4 7.0.0 11-9-10 16.7-3 21-4-13 2%2-6 31-0-0 , 33-10-12 36-0.0 39-4-0, 1-4-0 4-1-4 2-10.12 4-9-10 4-9-10 4-9-10 _ 4-9-10 2.10-12 4-1.4 1-4-0 Scale=1:70.5 5x6 = 3x4 = 5x6 = 3x4 = 3x4 = Sx6 = 3 25 264 27 28 529 30 631 32 33 7 34 35 B 6.00 12 In N N ST1.5x8 STP Fq ST1.5x8 STP = N co 1 .2 18 36 17 16 37 15 3B 39 14 40 41 13 12 42 43 11 .. 9 10 Ia In 0 5x12 = 3x4 — 3x6 f 3x4 = 3x4 = 5xl2 = o 3x6 s 3.00112 3x6 Zz . .. 19-0 0 4-1-4 73-0 10.10.0 11-9-1 16-7.3 7.10- 21-4-13 24-10-0 2(i-2-6 20 9-0 33-10.12 36-40 4-1-4 3-1-12 3,7-0 -11-1 4-9-10 'I -2-13 1-2-0 2-4-13 ... 3-5-3 1d-6 4-6-10. 3-1,12 4-1-4 Plate Offsets (X Y)-- [2.0-0-10 Edge] [3.0-3-0 0-2-0] [6.0-3-0 0-3-0] [8.0-3-0 0-2-0] [9.0-0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.20.14-16 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.15 14-16 >559 180 BCLL 0:0 '. Rep Stress Incr NO WB 0.35 Horz(CT) -0.05 13 n/a n/a BCDL 10.0 Code FBC2020(fP12014 Matrix-MSH Weight. 335lb FT=20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=14-0-0, 14=14-0-0, 13=0-3-8, 17=0-3-8. (lb) - Max Horz 9=149(LC 7) Max Uplift All uplift 100 Ito or less at joint(s) except 9=-681(LC 8), 2=-492(LC 8), 16— 1935(LC 8), 14=-1903(LC 8), 13=-627(LC 8), 17=-254(LC 1) Max Grav, All reactions 250 lb or less at joint(s) except 9=947(LC 1),'2=615(LC 17), 16=1757(LC 17), 14=2087(LC 1), 13=741(LC 1), 17=532(LC 8) FORCES.. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-2570/1559, 3-4=-1051/785, 4-5=-580/683, 5-6=-954/1717, 6-7=-1215/874, 7-8=-2298/1492, 2-3=-1254/813 BOTCHORD 9-11=-1240/2310,-17-18=-683/529, 16-17=-683/529, 14=16=-1151/728, 13-14=-499/345, 12-13=-499/345, 11-12=-593/1279, 2-18=-560/1097 WEBS 8-11==143/643, 7-11=-670/1175, 7-12=-999/867, 6-12= 993/1826, 5-16=-254/531, 4-16=-1057/787, 4-18=-1092/1828, 6-14=-1570/1070, 5-14=-740/560 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F). or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.00sf 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. Joaquin Velez PE No.69182 9) Bearing at joint(s) 9, 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 9, 492 lb uplift at Date: joint 2, 1935 Ito uplift at joint 16, 1903 lb uplift at joint 14, 627 lb. uplift at joint 13 and 254 lb uplift at joint 17. ' August 10,2021 :ontinued on Daoe 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,,and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. _ Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite.203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK � T24983367 2866792 A10 HIP GIRDER 1 2 Job Reference (optional) buiiaers rlrsibource tenant Gny, rL), rlant Gny, rL - 00013f , o.vau s dui r c cuc r rvu r — wuuou roa, a w. . — nuy . v , — I .w —. . oyo I D:vgW gkLMB9b_5SJgl yNvyj HzHH5m-Eiwi2dnz?oBtTldd ut2gv2HsvijG26vFzuiye9ypEMu NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 372 lb up at 7-0-0, 182 lb down and 216 lb up at 9-0-12, 105 lb down and 73 lb up at 11-0-12, 100 lb down and 73 lb up at 13-0-12, 100 lb down and 73 Ib up at 15-0-12, 100 lb down and 73 lb up at 17-0-12, 100 Ito down and 73 lb up at 19-0-12, 100 lb down and 73 lb up at 21-0-12, 100 lb down and 73 lb up at 23-0-12, 163 lb down and 216 lb up at 24-114, 168 lb down and 216 lb up at 26-11-4, and 182 Ib down and 216 lb up at 28-11-4, and 221 lbdown and 372 Ito up at 31-0-0 on top chord, and 337 lb down and 162 Ib.up at 7-3-0, 81 lb down at 9-0-12, 174 Ib down and 304 lb up at 11-0-12, 174 lb down and 304 lb up at 13-0-12, 174 lb down and 304 lb up at 15-0-12, 174 Ito down and 304 lb up at 17-0-12, 174 lb down and 304 lb up at 19-0-12, 174 lb down and 304 lb up at 21-0-12, 174, lb down and 304 lb up at 23-0-12, 81 lb down at 24-11-4, 81 lb down at 26-11-4, and 81 Ito down at 28-11-4, and 337 Ib down and 162 Ib up at 30-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 8-10=-54, 3-8— 54, 1-3=-54, 11-19=-20, 11-18=-20, 18-22=-20 Concentrated Loads (lb) Vert:8=-144(F) 3=-144(F) 11=-337(F) 18=-337(F) 14=-174(F) 13=-58(F)17=-174(F) 25=-118(F) 26— 7(F) 27=-7(F) 28=-7(F) 29=-7(F) 30=-7(F) 31= 7(F) 32=-7(F) 33= 118(F) 34=-118(F) 35=-118(F) 36=-58(F) 37=-174(F) 38=-174(F)39=-174(F) 40=-174(F) 41=-174(F) 42=-58(F) 43=-58(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED;MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent is alwaysrequiredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety./ntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK T24983368 2866792 A11 BC HIP TRUSS 1 1 Job Reference (optional) tluiiaers mrstSource tmarrt LAZY, t-L), mam Glty, t•L- 000br, 0.4ou b uull c V. „w„—,,„lam. ..o.,,.y ..U. , I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-ivU4Fzocm6Jk44JxSaZvSGpyo6_wnRLOCYSVAcypEMt 30-10-9 r1-4-0 5.10.8 12-11-12 17.0-0 19-7-8 21-0.025.0-10 2a-6.0 2,9-4-p , _ 38-0-0 as -a -a 1�4-0� 5-10.6 7-1-5 4-0-4 2-7-8 1.4•B 4-0-10 3-5-6 •10- 7--10 1-6.9 Scale=1:71.9 6.00 F12 5x6 = 5x8 _ 5 6 5x6 i 5x6 4 7 2x4 /� m 2x4 �� 8 7 cc 3 m ST1.5x8 STP ST1.Sx8 STP — 23 1 %X = 24 9 2 12 11 m 9 10 0 ri aI 1 AT i3x4 = 5 = I� 0 16 15 14 7x8 = 2x4 11 4xB 3x8 = 3.00 12 10-0-0 17-0-0 19-7-8V1-0-Q 28-6-0 2Q-4�0 38-0-0- 10-0-0 7-0-0 2-7-8 1-4-8 7-6-0 0-10- 8-B-0 Plate Offsets (X Y)-- [2.0-8-0 0-0-14] [4:0-3-0 0-3-0] [5:0-3-0 0-2-0] [6:0-6-0 0-2-8] [7:0-2-8 0-3-0] [9:0-1-14 Edge] [11:0-2-12;0-34], [13:0-2-4,0-3-0], [16:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL). 0.56 11-12 >808 240 : MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.8311-12 >551 180 BCLL 0:0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.3B 9 n/a - h/a BCDL 10.0 Code FBC2020/TPI2014 Matnx-AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 Row at midpt 13-16 9-11: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.3 WEDGE Right: 2x4.SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-327(LC 10) Max Uplift 2= 892(LC 12), 9=-892(LC 12) Max Gram 2=1502(LC 1), 9=1501(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2736/1657; 3-4=-2426/1461, 4-5=-2354/1478, 5-6= 2088/1387, 6-7=-2384/1490, 7-8=-4486/2579, 8-9=4727/2661 - BOT CHORD 2-16=-1316/2423, 12-13=-813/2094, 11-12=-1299/2727, 9-11=-2277/4264 WEBS - 3-16=-435/458, 4-13=-247/356, 5-13= 464/842, 6-12=-445/862, 7-12=-952/723, 13-16_ 1029/2228, 7-11=-956/1814, 8-11=-271/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4=0 to 1-8-0, Interior(1) .1-8-0 to 17-0-0, Extedor(2E) 17-0-0 to 21-0-0, Exterior(2R) 21-0-01c, 25-1-1, Interior(1) 25-1-1 to 39-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss :component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2 and 892 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED, MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK " T24983369 2866792 Al2BC . HIP TRUSS 1 1 Job Reference (optional) duuaers rirsitjource triani ury, rLl, riani Uly, rL - Donor, ST1.5xB STP = �25 0 3x6 = 7-9.4 7-2-12 4-3.6 ' 1-6-9 5x8 = 6.00 12 4x6 = 5x6 = j 4 5 27 28 6 5x6 7 5A i : 26 3 13 1 12 3x8 = 16 17 16 15 14 2x4 11 3x6 = 5x8 = 2x4 11 5-6.0 EtB0148?TM38W KI W uMYQCB3j2ypEMs Scale = 1:71.9 29 2x4 /i 8 0 n ST1.5x8 STP = 30 0 11 9 10 Ia Ia 7x8 = o 48 3.00112 Plate Offsets (X Y)-- [3:0-4-0 0-3-0] [4.0-6-0 0-2-8] [6:0-3-0 0-2-0] [7i0-'2-12 0-3-0] [9:0-1-14 Edgel [13:0-5-8 Edge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl: Ud PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98, Vert(LL) 0.59 11-12 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.78 11-12 >588 180 BCLL 0.0 Rep Stress, Incr . YES WB 0.80 Horz(CT) 0.40- 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014- Matr x-AS Weight: 217 lb FT = 20 LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3, 9-11: 2x4 SP No.1 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row, at midpt 3-16 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=291.(LC 11) Max Uplift 2=-897(LC 12), 9= 897(LC 12) Max Grav 2=1493(LC 1), 9=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2676/1576, 3-4=-2031/1320, 4-5=-246B/1603, 5-6=-2361/1548, 6-7=-2657/1700, 7-8=-4442/2617i B-9=-4686/2702 BOT CHORD 2-18=-1211/2327, 1.6-18=-1214/2321, 12-13=-1087/2483, 11-12=-1306/2715; 9-11=-2315/4227 WEBS 3-18=0/322, 3-16=-719/562, 4-16=-723/309, 13-16=-845/2038, 4-13=-691/1517, 5-12=-338/130, 6-12=-610/1029, 7-12— 857/675, 7-11=-987/1770, 8-11=-281/372 NOTES- 1 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C;_Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Extedor(2R) 15-0-0.to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Extedor(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 39-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has.been designed for a live load of 20.Opsf on the bottom,chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at joint 9. 9) This truss design requires.that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED-MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify_1he applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type .Qty Ply 1512 B BLK - T24983370 2866792 A13BC HIP TRUSS 1 1. Job Reference (optional) tmucersrirstaourcetriamUny,rLl, wanti.ny,rL-oaaoi, ..1—..... «-11"., ,,­­.­ •,.a �•�.�•.•�-��..�a�. ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-eHcrgfgsljZRKOSKa7bNXhvGJ W eFJ_hfsxcFUypEMr rt-4-Q 6-9.4 13.0-0 18-3.8 25.0-0 29.4-0 32-11-12 38-0-0 a9-41 1' 4-0 6-9-4 6-2-12 5-3-8 6-8-8 4.4-0 3-7-t2 5-0-4 1-4-0 Scale = 1:71.9 5x8 = 6.00 12 4 2x4 11 5x8 25 5 26 6 16 '- - 14 I 13- 3x6 = 2x4 11 3x6 5x8 = 1 2x4 I 3.00 12 4x8 _ iiii L— 25.0.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL : 1.25 Lumber DOL 1.25 Rep Stress Inor YES Code FBC2020/TP12014 CSI. TC BC WB Mat 0.89 0.80 0.90 x-AS DEFL. in (loc). Well Ud Vert(LL) 0.52 10-11 >873 240 : Vert(CT) -0.80 10-11 >571 180 Horz(CT) 0.33. - 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 11-13 5-13: 2x4 SP No.3, 10-11,8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-256(LC 10) . . Max Uplift.2=-897(LC 12), 8=-897(LC 12) Max Grav 2=1493(LC 1), 8=1493(LC 1) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2721/1605, 3-4=-2177/1364; 4-5=-3067/1885, 5-6-3104/1893, 6-7=-4761/2911, 7-8=-4777/2637 BOT CHORD 2-16=-1254/2375, 14-16=-1255/2371, 5-11=-357/366, 10-11=-1295/2696, 8-10=-2234/4331 WEBS 3716=0/271, 3-14=-607/485, 4-14=-400/194, 11-14=-853/2009, 4-11=-766/1594, 6-11=-190/651, 6-1 0=- 1296/2176, 7-10=-363/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Exterior(2R) 25-0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4=(Zl zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp,DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using.ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at joint 8. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary andpermanent-bracing MiTek- is always required for stability and to prevent collapse: with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply 1512 B BLK ' T24983371 2866792 A14BC. HIP TRUSS 1 1 Job Reference (optional) t3unaers rirsmource I,riara vary, rLI, marl ctly, rL - JJaor, C.'1JV 5 JUII L LVL 1 IVII I eR IIIUUbU1eb, III.. I Ue —W I v I u.v I. w — I ray. I ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-agkb5Kr6gKp9ZicjhQdre6_ajjM6jCV_6AQjJNypEMp -4-0 -4-94 I 32.711-212 3.0.0 72-0 3--58-4 -13 .011.-4 53 5x8 3x4 11 4 26 5 27 Scale=1:70.5 5xB = . 6 4x4 17 15 74 ZZ 3x6 = 2x4 11 3x6 = I 3x4 II 3.00 12 4x8 L 4x12 = ,1: .. — 29-4-0 Plate Offsets (X Y)-- [4:0-6-0 0-2-8] [6:0-5-8 0-2-4] [8:0-1-14 Edge] [12:0-3-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DER. in (loc) I/defl Ud IV. PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.96. rt(LL). : 0.64 13 >712 240 MT20 244/1,90 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.81 11-12 >523 180 BCLL 0.0 ' Rep Stress Incr YES WB 0:97 Horz(CT) 0.39 8 n/a rVa BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. Except: 2-16,13-16: 2x4 SP No.2, 5-14: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-12 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0. Max Horz 2 220(LC 11) Max Uplift 2=-897(LC 12), 8=-897(LC 12)• Max Grav 2=1493(LC 1), 8=1493(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2778/1645, 3-4= 2337/1442; 4-5=-3868/2320, 5.6L-3930/2343, 6-7=-3555/2119, 7-8=-4592/2587 BOT CHORD 2-17=-1312/2437, 15-17=-1312/2437, 5-12=-480/492, 11-12=-1532/3213, 10-11=-2084/3938, 8-10=-2189/4129 WEBS 3-15=-489/408, 4-15— 260/191, 12-15=-945/2020, 4-12I-1072/2060, 6-12=-462/935, 6-11=537/992, 7-11 =-1 109/830, 7-1 0=-467/1 008 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4.0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to131-2-15, Interior(1) 31-2-15 to 39-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for.verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at Joaquin Velez PE No.66182 joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy-the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK T24983372 2866792 Al56C HIP TRUSS 1 1 Job Reference (optional) buuders mrstaource trtant uny, t-Lj, rlant clry, r-L - 040131, 0.40 V b — I L — 1 -1 r OIL II IUl1JO Ica, a w. — due - - -- , 2-8-10 18-3-8 3-5-4 �- 5x8 = 7x8 = 5x6 = 6.00 FIT 4 30 31 5 6 2x4 3 29 ST1.5x8 STP = 28 16 10x12 = co1 2 EN I O 21 20 19� 18 17 4x6 — 5x8:= 2x4 II _ 3x6 — 3x4 = I PAIQ-1 3x4 II 7x10 = 32.733 8 15 8x10 = 14 13 12 2x4 11 6x8 = 29-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/dell L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.70 17 >648 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.91 17 >503 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.93 HOrz(CT) - 0.35 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5,5-8: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 'Except` 6-18,7-13: 2x4 SP No.3, 15-16: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 16-19,5-16,12-15,8-15: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=078-0 Max Horz2=184.(LC 11) Max Uplift 2=-893(LC 12), 10=-888(LC 12) Max Grav 2=1500(LC 1), 10=1508(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2693/1611, 3-4=-2494/1522, 4-5=-2926/1811, 5-6=-5646/3152, 6-7=-5006/2799, 7-8=-4905/2759; 8-9=-2509/1508, 9-10=-2715/1604 BOT CHORD 2-21 =-1 259/2369, 19-21 =-1 047/2202, 15-16=-2856/5733, 7-15=-444/445, 10-12=-1287/2390 WEBS 3=21=-289/339, 4-21=-165/415, 4-19= 539/981, 5-19=-2344/1303, 16-19=-1694/3420, 5-16=-1634/3322, 6-15=-891/409, 12-15=-1203/2655, 8r15— 1859/3649, 8-12=-1268/576, 9-12=-312/363 . . Scale = 1:70.5 2x4 9 34 m ST1.5x8 STP= o 35 v 1c, 6 10 m N 11 Io 3x6 = PLATES GRIP MT20 244/190 Weight:-233 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 16-18, 13-15 1 Row at midpt 6-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1.6; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 29-0-6, Exterior(2R) 29-0-0 to 33-2-15, Intedor(1) 33-2-15 to 39-4-0 zone; end vertical left and right exposed;C-C for members and. forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where,a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 893 lb uplift at joint 2 and 888 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown,.and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent MiTek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK ' T24983373 2866792 A16B HIP TRUSS 1 3 Job Reference (optional) Builders rirstsource (Nlant ony, rL), - viant Gny, rL - 33b6/, r1-4-0 3.0-0 7-0-0 11-0-14 , 15-0-0 1-4-0 3-0-0 4.0-0 4-0-14 3-11-2 t1.43U s dun z zue i mi I eK rnuustnes, rnu. I uu nuy I U r 0;% 1: 10 GVL r rayu 1 1_5SJg1 yNvyjHzHH5m-W 3rMWOIMLy4to?m5prgJiX3zEX3nB9UHaUvpOFypEMr 26-0.8 31-0-0 34-2-12 3B-O-0 • 39.4-Q 3-10.8 4-11-8 3-2-12 1-4-0 6.00 12 5x6 = 3x4 —_ 4x8 = 2x4 11 5x6 = 2x4 II 5x8 II 2 :3 25 4 I 5_ 6 26 7 8 14 13 1 8x10 = 7x10 — o 19 18 17 16 15 12 11 10 44 _ 3x4 = 46 _ 7xB1 = 2x4 I I 3x4 = 46 = ST1.5x8 STP = 3-0-0 7-0-0 11.0-14 15-0-0 18-3.8 19-7- 22-2-0 25-0-8 6-0- 31-0-0 34-2-12 3E 3-0.0 4-0-0 4-0-14 3-11-2 3-3-8 1-4-0 2-6-8 2-10-B 0- 4-11-8 .. 3-2-12 3 Plate Offsets (X Y)-- [1:0-0-8 0-0-0] [2:0-3-0 0-2-0] [4:0-3-8 0-2-0] [6:0=3-0,0-3-0], [8:0-2-8,0-3-0], [13:0-4-4,0-4-12I, [14:0-3-12;Edge] 4x6 = Scale=1:69.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL : 1.25 TC : 0.77 Vert(LL) 1.33 15 >338 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.40 15 >319 180 BCLL 0.0 ' Rep Stress Incr 'NO WB 0.81 Horz(CT) 0.44 9 n/a n/a BCDL 10.0 Code FBC2020JTP12014 Matrix-MSH Weight: 642 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc puriins. 2-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 14-16, 11-13 13-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except 14-17,4-14,10-13,8-13: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=656(LC 5) Max Uplift 1— 1708(LC 8), 9=-1854(LC 8) Max Gram 1=3001(LC 13), 9=3207(LC 14) e, FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6015/3477, 2-3=-5369/3161, 3-4=-8064/4659, 4 5=-19049/11231, 5-6=-19381/11409, 6-7=-17348/10189, 7-8=-16927/10071, 8-9=-6450/3811 BOT CHORD 1-19— 3585/5665, 17-19=-4481/7204, i6-17=-325/492, 13-14— 11602/19173; 11-13==326/715, 10-11=-310/699, 9-10=-3295/5635 WEBS 2-19=-125812382, 3-19=-2023/1190, 3-17=-876/1748, 4-17==5492/3376, 14-17=-5692/9553, 4-14=-7257/12131, 10-13=-3270/5401, 8-13— 6930/11817, 8-1 0=-1 0451753, 6-14=-316/639, 6-13=-1598/1.110 i NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row:at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. . 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., .GCpi=0.18; MW FRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water pondirig. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Carl 6634 Will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 9) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Date: capacity of bearing surface. 10)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1708 lb uplift at joint 1 and 1854 Ito August 10,2021 ontlWWli1tt1Ed3 ti0atk2 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE.. ' Design valid for use only with MITek® connectors. This design is based only, upon parameters shown,and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Oty Ply 1512,B BLK T24983373 2866792 A16B HIP TRUSS 1 3 Job Reference o tional timaers rlrsisource tmam city, rl-1, riani uty, ri, - aaoor, . —1. — ,,,... •„ , �� • •tea . - - ---. . - - - ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-W 3rM W OtMLy4to?m5prgJiX3zEX3nB9UHaUvpOFypEMn NOTES- 11) Girder carries tie-in span(s): 7-0-0 from 7-0-0 to 18-0-0; 7-0-0 from 26-0-0 to 31-0-0; 7-0-0 from 26-0-0 to 31-0-0 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 168 lb up at 7-0-0, and 208 lb down and 168 lb up at 31-0-0 on top chord, and 384 lb down and 311 lb up at 7-0-0, and 384,1 lb down and 311 lb up at 31-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l i25 Uniform Loads (plf) Vert: 1-2=-54, 2-8=-54, 8-9=-54, 1-19=-20, 16-19=-100(F=-80), 15-16=-20, 13-14=-20, 11-12= 20, 10-11=-180(F=-160), 10-22=-20 Concentrated Loads (lb) Vert: 2=-205(F) 8=-205(F) 19=-379(F) 10=-379(F) A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design Into the overall, building design. Bracing indicated is to buckling individual truss web chord members only. Additional temporary and permanent bracing MiTek' prevent of and/or is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTp11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate- Institute, 2670 Crain Highway, Suite�203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLIK / T24983374 2866792 B01 GABLE 1 1 Job Reference (optional) tduucers rtrsisource triara city, rLl, rlant urty, rL - ooaor, o.+�� •,, , _� ,,,��„„�� �y . �. .. . - -�- I D:vgW gkLM89b_5SJgl yNvyj HzHH5m-7FPkjMu76FCkQ9LIMYBYEkcDgxRjwo_QpBeNwiypEMm 0-8-0 4-4.0 8-8-0 0.8-0 4-4-0 4-4-0 0•B-0 2 1 44 = 4 6.00 12 3x6 3 /�\ 3x6 - 2x4 11 j\ ,Ill"1111, 21 2x4 = G 2x4 11 9 5x8 11 6 G 10 2x4 II ST1.5x8 STP = 5 3x6 2x4 11 3x6 1- 22 Scale = 1:21.5 6 Tm � la 7 2x4 11 6 5x8 11 G ° 2x4 = 8 ST1.5x8 STP = ' 1-'4-U U 4 u Plate Offsets (X Y)-- [2.0-3-8 Edge] [2.0-2-8 Edoe] [6.0-3-8 Edge] [6.0.2-8 G-O•U Edge] - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/de4l Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) .. 0.03. 9 >990 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.03 9 >999 .180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 8 n/a n/a BCD.L 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10— 89(LC 10) Max Uplift 10=-492(LC.12), 8=-398(LC 12) Max Gram 10=400(LC 21), 8=400(LC 22) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft;.eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 7-5-11, Interior(1) 7-5-11 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry. Gable End Details as applicable, or consult qualified building designer as perANSIIfPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of.20.Opsf on the bottom chord in:all areas where a.rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.492 lb uplift at joint 10 and 398 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based, only, upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 . Tampa, FL 36610 Job Truss Truss Type Oty Ply 1512 B BLK ' T24983375 2866792 B02 Common Truss 3 1 Job Reference o tional bullaerS rlrsibource trlant filly, r-L), rlant LAW, rL-- :7:7001, OAJV 5 Jul L GVL I IVII I CB Il luu-I Ica, I—. 1 „Ug I. U. I ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-TRz6xiudtZKb2JwUwGinny9N?Lk1fF_a1 oOwS8ypEMl -02 0 4-4-0 B-8-0 9-4-0 0-8-0 4-4-0 4-4-0 0-8-0 i Scale = 1:18.7 4x4 = 3 6.00 rl2 16 15 17 18 4. 2 5 m' 1 0 0 0, 20 7 21 �. = 3x8 = p• � 2x4 I 3xB 19 8 6 22 ST1.5x8 STP = ST1'.5z8 STP = mate onsets tr tl-- Lc:u-a-� V-V-I Vt t4:v-o-� �-V-IV1 i LOADING (psf) SPACING- 2-0-0 CSII DEFL. in (loc). Vdefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL " 1.25 TC 0.56, Vert(LL) 0.05 7 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.05 . 7 >999 .180 BCLL 0.0 ', Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matnx-AS Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 6=0-8-0 Max Horz 8=89(LC 11) Max Uplift 8=-435(LC 12), 6=-341(LC 12) Max.Grav 8=357(LC 1),,6=357(LC 1) FORCES. (lb) -Max. Comp./Maz. Ten. -All forces 250 (lb) or less except when shown; NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat: ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -0-8-0 to 2-4-0; Interior(1) 2-4-0 to 4-4-0,. Ext6dor(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 974-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left. and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. C 4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any.otherlive loads: 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 8 and 341 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly.to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL C6rt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only, upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and property Incorporate this design Into the overall building design. _ Bracing indicated is to prevent buckling of individual tmss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type , Qty Ply 1512 B BLK T24983376 2866792 C01 Hip Truss 1 1. Job Reference (optional) tiunaers rlrsibource trlani flay, r-L), riant ulty, rL- Od001, ..You a Duii c ova. rv..I cn uiuuau.w I.— ,.. _.y.�.— ... ---- I .-,-. ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-TRz6xi udtZKb2JwUwGinny9PlLoQfD4al oOwSBypEMI 3-1-11 6.2-5 9-4-0 3-1-11 3-0-9 3-1-11 E 4x4 = 4x4 = 4.4 = 4x4 = Scale=1:17.4 m v I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL ... 1.25 TIC 0.38 Vert(LL). 0.08: 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.08 . 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,16 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-978 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-15, 4=0-4-15 Max Horz 1=-23(LC 6) Max Uplift 1=-596(LC 4), 4=-596(LC 5) Max.Grav 1=1014(LC 15), 4=1014(LC 15) FORCES. (lb) Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2284/1367, 2-3=-2246/1353, 3-4= 2284/1367 BOT CHORD 1-6=-1279/2172, 5-6=-1309/2245, 4-5=-1277/2172 WEBS 2-6=-231/537, 3-5=431/536 .. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss. has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , : will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 1 and 596 lb uplift at joint 4. 8) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 9-4-0 9) Girder carries hip end With 3-1-1.1 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient tb support concentrated load(s) 113 lb down and 59 lb up at 6-2-5, and 113 lb down and.59 lb up at 3-1-11'on bottom chord. The design/selection of such connection device(s) is the responsibility of others. - 11) In the LOAD CASE(S) section,: loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live`(balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads-(plf) Vert: 1-2= 54, 2-3=-60(F=-6), 3-4=-54, 6-7=-.105(F=-85), 5-6=-107(F==87), 5-10=-105(F=-85) Concentrated Loads (lb) Vert: 6=-64(F) 5=-64(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 r ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verifythe. applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing _ A " iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Satety.lntormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK ` T24983377 .2866792 CA JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders Firstsource (Plant City, FL), Ptant City, FL - 33567, 6.430 s Jun 2 ZUL 1 Ivn i en uiuusuies, inc. i ue mig i u iu.Y i, i a cuc, rage , lD:vgWgkLM89b_5SJglyNvyjHzHH5m-xdXU82vFetSStTVgUzDOJ9hcVkGvOipjGS7U?aypEMk -1-4-0 0.11-4 1-4.0 0-11-4 Scale =1:7.6 . 3 - im- n 15ii vR 5P . LUALIMi (pSt) SYAGING- 'L-U-U: GAl! U-r L. to (IOC) I/uou Liu rua I co: un1r TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26, : Vert(LL). 0.00. 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 . 5 >999 .180 BCLL 0.0 ' Rep Stress Incr YES WB 0:00 Horz(CT) 0.00 4 n/a - n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.10-0-0 cc bracing. REACTIONS. (size) 2=0-8-oi 4=Mechanical Max Horz 2=98(LC.12) Max Uplift 2=-226(LC 12), 4=-17(LC 1) Max Grav 2=158(LC 1); 4=63(LC 8) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown... NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat: 11; Exp.C;:Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members: and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate: gnp DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss: component. 3) This truss has been designed for -a 10.0 psf bottom chord live load nonconcurrent with any'other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2 and 17 lb uplift at ,—,n1 A Joaquin Velez PE No.68182 MiTek USA,Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW. Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss, Plater Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK T24983378 2866792 CJ1 V JACK -OPEN TRUSS 4 1 Job Reference (optional) Cuuaers rlrsiA0urce triani ully, r-L), . riani L111y, rL - 3J0011 o.vou a uwr c cyc r wn r en nmuauica, '.— r ue nuy ' •. U. ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-Pg5sMOwtPAaJHd3s2hkFsNEnF8cl793sV6tl XOypEMj -1-4-0 1-4-0i 0.11-4 Scale =1:7.6 3. 6.00 12 .. 0 2 m c N T 0 x8 ST 4 Io 1 Plate Offsets (X Y)-- [2.0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) Vdefl Ud GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL). 0.00 7 >999 240 _PLATES. MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BIC 0.04 Vert(CT) " :0.00 7 >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; FBC2020fTP12014 Matrix -MP Weight: 5,lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) , 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 1), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12); 2=.158(1_C.1), 4=41(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp.C; Encl-,.GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown;:Lumber DOL=1.60 plate grip'DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss'component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any'other jive loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint;3, 211 lb uplift at joint 2 and 14 lb uplift at joint 4. Joaquin Velei PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTekiD connectors. This design is based, only upon! parameters shown, and'is fog 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 overalls building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. -Additional temporary and permanent bracing MiTek- prevent is always required for stability and to prevent collapse;with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria; DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610' Job Truss Truss Type Oty Ply 1512 B BLK T24983379 2866792 CJ3 Jack -Open. 3 1 Job Reference (optional) buaaers rtrsiaource friani L ny, Mr, rrani unry, rt-- aaoor, 1-4.0 -0 6.00 F12 2 x TP= Q. 2x4 = I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-Pg5sMOwtPAaJHd3s2hkFsNEnF8bl793sV6tl XOypEMj 2-11-4 2-11-4 Scale = 1:12.7 3 f� 8 2-11-4 2-11-4 Plate Offsets (X Y)-- [2.0-4-0 0-0-41 LOADING (psf) SPACING- 2-070 CSII DEFL. in (Ioc) I/clef] Ud PLATES.. GRIP TOLL 20.0 Plate Grip DOL 1.25 TC I . 0.26 . Vert(LL). -0.01 4-7 >999 240 MT20 .244/190 TCDL 7.0 Lumber DOL: 1.25 BC 0.13 - Vert(CT) -0.01 4-7 >999 180 BCLL 0:0 ' Rep Stress.Incr YES WBI 0.00. Horz(CT) -0.00. 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matidx-MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or-1 0-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max.Uplift'3=-62(LC 12), 2=-183(LC 12) Max Grav 3=65(LC 17); 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-1.0-8 zone; end vertical left and right exposed;C-C for members and'forces & MWFRS for:reactions shown; Lumber DOL—.1.60 plate:grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 4) ' This truss has been designed for a live load of'20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 183 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 :A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MITe.k® connectors. This design is based only upon parameters shown,. and is for an Individual building component, not . a truss system. Before use, the building designer must verify.the. applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. -Additional temporary and permanent bracing MiTek' prevent Is always. required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria; DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL -36610 Job Truss Truss Type Oty ' Ply 1512 B BLK 1 T24983380 2866792 CJ3S Jack -Open Truss 1 1 Job Reference (optional) tMuucersnrstoourcetriantuRy.rt-1, rierituny,rr-- oaoor, o.yo.a..un «-1 ­11 ..,.,or..,y ID:vgWgkLM89b_SSJg1 yNvyjHzHH5m-tOfFZkxVAUiAvne3bOFUPan_HYwNscJOjmca3TypEMi 2-9-12 2-9-12 Scale: 1 °=1' 2 1n/ 3. 2x4 = . 2912 2-9-12 LOADING (psf) SPACING- 2-0-0 CSII DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25: TC I 0.17 Vert(LL) 0.01 9-6 >999 240 MT20 244/190�_0 .. TCDL 7.0 Lumber DOL 1.25 BC 0.18 . Vert(CT) .. 70.01 3-6 >999 180 BCLL :0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.60 2 n/a n/a BCDL . : 10.0 Code FBC2020TTPI2014 Matrix -MP p Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD 'Rigid ceiling directly applied: or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical; 2=Mechanical, 3=Mechanical 1 Max Horz 1=85(LC 12) Max Uplift 1=-33(LC 12), 2=-76(LC 12), 3=-5(LC 12) Max Gram 1=102(LC 1), 2=70(LC 17); 3=50(LC 3) i FORCES.- (lb) -'Max. Comp./Max. Ten.--. All for6es:250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E)'zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building. Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3), This truss has been designed for a 10.0 psf bottom chofd.live [dad nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1, 76 lb uplift at joint 2 and 5 lb uplift at joint 3. Joaquin Velei PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 . A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M708 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 propery Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TP11 Quality Criteria; DSB-89 and BCSI Building Component .. 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type I City Ply 1512 B BILK T24983381 2866792 CJ3V :. JACK -OPEN TRUSS 4 1 Job Reference (optional) tiunaers rlrstbource triani u ny, t-L), mant Gny, rL - JJbb r, -1-4-0 1-4.0 O.YJU 5 JUII L LUL 1 IVII I UR II IUUJIIIUJ, If IU. I UC Muy I V I J.Y I .cc .... 'ayc I ID:vgWgkLM89b_5SJglyNvyjHzHH5m-LCDdn4y7xogl WwDF96mjxoJ7kyHTb3Z9yCiMBbvypEMh 2-11-4 2-11-4 Scale = 1:12.7 '. 6.00 F12 8 I6 (V Lo 0 A 2 ST x8 3.00 12 .3x4 m 6 i i I Plate Offsets (X Y)-- [2:0-0-15 Edge] LOADING (psf) SPACING- 2-0.0: .' CSI. DEFL. in (loc). •'1/defl Ud PLATES GRIP TOLL 20:0 Plate Grip DOL .1.25 TC : 0.26, Vert(LL) 0.01 4-7 >999 240 : MT20 244/19.0 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT): -0.01 4-7 >999 180 BCLL 0.0 '- Rep Stresslncr YES WB' 0.00. Horz(CT) 0.00. 3 n/a n/a BCDL 10.0 Code FBC2020fFPl2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mebh'anical, 2=0-8-0, 4=Mechanical' j Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max.Grav 3=66(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. NOTES- 1) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., 00pi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, lnterior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for.reactions shown; Lumber DOL=.1.60 plate:grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 4) . This truss has been designed for a Iiveload of 20.Opsf on the bottorrvchord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 7) Provide mechanical connection (by others) of, truss to bearing plate capable of.withstanding 67 lb uplift at joint 3 and 174 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA Inc FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown; and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is io prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate lnstitute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK. ' :T24983382 2866792 CJ5 Jack -Open 3 1 Job Reference (optional) - - tiunaers mrstsource trtam Litty, r-L), riant idly, rL - 40001, 0.4ou J Jul1 L LVL 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-LCDdn4y7xogl WwDF96mjxoJ3zyBAb3Z9yQM8bvypEMh -1-4.0 4-11-4 1.4.0 4-11-4 Scale=1:17.6 Io i 3x4 = 4114 4-11-4 Plate Offsets (X Y)-- [2.0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) 1/deft Ud PLATES.' GRIP TOLL 20.0 Plate Grip DOL A.25. TCI .. 0.56. Vert(LL) 0.07: 4-7 >887 240: MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 ' Rep Stress Incir . YES W B 0.00, Horz(CT) -0.00: 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014, Matrix -AS Weight: 18 lb FT = 20%' LUMBER- l BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC' 12) Max.Grav 3=122(LC 17), 2=262(LC l ), 4=86(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown.. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) =1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for.reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load rionconcurrent with any other live loads.- 4) *This truss has been designed for alive, load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ; 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural Wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021.. ' .® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.: - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and is for an individual building component, not '' a truss system. Before use, the building designer must verify.the applicability of design parameters and propedy incorporate this design Into the overall: building design. Bracing Indicated is to buckling of individual truss web' and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Sately.ln/ormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type , Qty Ply 1512 B BLK T24983383 2866792 ' CJ5S. Jack -Open Truss 1 1 Job Reference (optional) . I3uuders rlrstsource triam uty, t-Lf, .rani L ny, rL - JJbb r, 0.90ub Jul1 L CV41 Ivil inn IIIUUJU Ica, un.. . uo n V ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-pPm?_Pyli5yu84oRjplyU?sCLM WXKW pJB45h8LypEMg 4-9-12 4-9-12 Scale=1:16.9 . .. 3.. 3x4 = . 4-9-12 J 4-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 3-6 >819 - 240 MT20 244/190 TCDL 7.0 Lumber DOL . :..:1.25 BC - 0.52: Vert(CT) .: -0.05: 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020[rP12014 Matrix -AS. Weight: 15 lb. FT = 20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.. . BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.. . REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=147(LC 12) Max Uplift 1= 59(LC 12), 2=-137(LC 12), 3=-2(LC 12) Max.Grav 1=176(LC 1),.2=124(LC 17), 3=65(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces.250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building.Designer/ Project engineer responsible for verifying applies :roof live.load shown covers rain loading requirements specific to the use of this truss component. " 3) This truss has been designed for a 10.0 psf bottom chord'live load nonconcurrent with any other live loads. 4) ' This truss has been'designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord andany other members. 5) Refer to girder(s) for truss to truss connections. .6) Provide mechanical connection (by others) of truss to bearing plate: capable of withstanding 59 lb uplift at joint 1, 137 lb uplift at joint 2 and 2 lb uplift at joint 3.. : 7) This truss design requires that a minimum of 7/16" structural 'wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10;2021 © WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must vedfy,the applicability of design parameters and properly incorporate this design Into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary andd-permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria; DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute, 2670 Crain Highway,' Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1512 B BLK , T24983384 2866792 CJ5V JACK -OPEN TRUSS 4 1. Job Reference (optional)' tyuuaers rirstoource triam Uly, rLl, rlant uny, rL-scoot, -1-4-0 1-4-0 0.4JU J UUI I 4 4U4 1 IVII I Cif II IUU L—b, n Ili. I UO f1 J I r %. ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-pPm?_Pyli5yu84oRjplyU?sC5MXIKWpJB45h8LypEMg 4-11-4 4-11-4. Scale=1:17.6 0 VI N /n�\II In N m O Plate Offsets (X Y)-- [2:0-1-3 0-0-81 I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc). Vdefl Lid PLATES . GRIP TCLL 20.0 Plate Grip DOL :.:1.25 TC . 0.60 Vert(LL). 0.07: 4-7 >810 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >881 180 BCLL 0:0 ' Rep Stress Incr YES W B 0.00 : Horz(CT) -0.01; 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-AS i Weight: 18lb FT=20% LUMBER- " BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. 'Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift '3=-133(LC 12), 2=-189(LC 12) Max Grav, 3=124(LC 17), 2=262(LC 1), 4=86(LC 3) • 1 . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. .. I .. .. . NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TiCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio�(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-6 to 4-10-8 zone;C-C for members and forces & MW FRS forreactions shown; Lumber DOIr1.60 plate grip DOL=1.60 : . 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 3 and 189 lb uplift at joint 2. 8) This truss design requires that a minimum of .7/l6" structural wood sheathing be applied directly to the top chord and 1/2" gypsum, sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August .10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1512 B BLK" i :T24983385 2866792 EJ7 JACK -OPEN TRUSS 7 1. Job Reference optional) buimers rusiaource triant Uny, rLl, runt 'lily, rL- u000r, I D:vgW gkLM89b_5SJgl yNvAHzHH5m-HbKNBlzOTP4lmENeH W pBODPJgloh3z2SOkrFgoypEMf 1-4-0 7-0-0 1-4-0 7-0-0. Scale=1:23.0 1 6• 6 s a i :. 4x4 - 4 700 r L 7-0-0:. LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES " GRIP TOLL 20.0 Plate Grip DOL 1.25 .. TO 0.87 Vert(LL) 0.20 4-7. . >411 240 :MT20" 244/190 TCDL 7.0 Lumber DOL .. 1.25 BC : 0.78.: Vert(CT) -0.21: 47 >389 180 BCLL 0.0 Rep Stress Incr" YES W B 0.00 Horz(CT) - -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 24 lb: FT = 20% LUMBER- l BRACING- - TOP CHORD 2x4 SP No.1 l TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 i BOT CHORD. Rigid ceiling directly applied.. REACTIONS. (size) 3=Mechanical; 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) l i Max Grav 3=189(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; 1_=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building:Designer/ Project engineer responsible for verifying applied: roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live loadlnonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 Mall by 2-0=O wide will fit between the bottom chord and any othermembers. 5) Refer to girder(s) for truss to truss connections. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 217.lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord' and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII.7473 rev. 5/19/2020 BEFORE USE. ter_ . . Design valid for 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 vedfy the applicability of design parameters and propedy Incorporate this design Into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek' is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL36610 Job Truss Truss Type t , Qty Ply 1512 B BLK I ` T24983386 2866792 EJ7S Jack -Open Truss 3 1 Job Reference (optional) t7unoers rirstaource triant LAW, rLl, rtara rrtry, rL- aaoor, o.vou a uuu , ,., ­1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-mnulP5_OEjCbOOyggEKQZQxUO976oQlceNaoCEypEMe 6-10-8 6-10.8 3 6-10-8 6-10-8 th 0 m Scale=1:21.8 LOADING (pso SPACING- 2-0-0 PSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.21 3-6 >397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.19. 3-6 >420 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020fTPl2014 Matrix -AS Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 I TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.' REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=212(LC 12) Max Uplift 1=-86(LC 12), 2=-201(LC 12) Max Grav 1=252(LC 1), 2=184(LC 17), 3=120(LC 3) FORCES. (lb) -Mai. Comp./Max. Ten. -All forces.250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 679712 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building.Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 3) This truss has been designed 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 201 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 .A WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev.5/19PL020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verify the applicability, of design parametersand propedy incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ - Tampa, FL 36610 Job Truss Truss Type t f Qty Ply 1512 B BLK T24983387 2866792 EJ7V JACK -OPEN TRUSS 6 1 Jab Reference (optional) tsuuoers rustaource trrant uny, rLI, mart t.uy, rL- oaaor, , � ­­ ,.,,, , --..y- I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-mnul PS_OEjCbOOyggEKQZQxT198GoQlceNaoCEypEMe -1-4-0 5-0-0 7-0-0 1-4.0 -5-0-0 2-0-0 Scale=1:22.9 w m N LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) ' 'I/deft Ud PLATES. GRIP TOLL 20.0 ' . Plate Grip DOL 1.25 TC : 0.91 : Vert(LL). 0.21 4-7 >388 240 . MT20 244/190 TCDL .7.0 Lumber DOL 1.25 BC 0.83 Vert(CT). -0.22• 4-7 >378 180 BCLL 0:0 Rep,Stress.Incir :..YES WB 0.00 Horz(CT) -0.0,3 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS i Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD .2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hors 2=278(LC 12) Max Uplift 3=-200(LC 12), 2= 210(LC 12) Max.Grav 3=184(LC 17), 2=336(LC 1), 4=121(LC 3) . FORCES. (lb) -Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C;:Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exteri6r(2E) 4-4-0 to 1-8-0, Interior(l)1-8-0 to 641-4 zone;C-C for ' members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for.verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss:component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 4) . This truss has been designed for a live load of'20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.. Building designer should verify capacity of bearing surface: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 3 and 210 lb uplift at. joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert, 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component Safety.lnformation, available from Truss. Plate Institute, 2670 Crain Highv)ay, Suite 203 Waldorf, MD 20601 .. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type t , City Ply 1512 B BLK if T24983388 2866792 EJ7VP JACK -OPEN TRUSS 7 1 Job Reference (optional) bulluers 1"rrsi0ource tmani Uly, rLJ, rlanr tiny, rL -.70001, ID:vgW gkLM89b_5SJgl yNvyj HiHH5m-E_S7cR?e?OKS?YXOOxrf6eUjkZSbXoSlti KLkgypEMd 1-4.0 4-0-0 5 -0.' 7-0-0 1-4-0 4.0-0. 1-0.20 2-0-0 1 1 3x8 �. i . I i Scale=1:22.8 Plate Offsets (X Y)-- [2.0-0-10 Edge] LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) Udefl : Ud PLATES. GRIP TOLL 20:0 Plate Grip DOL 1.25 TC . - 0.58, Vert(LL) . 0.34 6-9 >242 240 : MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC '0.88 Vert(CT) 0.30 6-9 >275 180 BCLL 0:0 Rep Stress Incr YES WB 0.33. Horz(CT) -0.0.2 2 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 ' Matrix -AS Weight: 29 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 i�; . . BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=352(LC 12) Max.Uplift 4=-66(LC 12), 2=-350(LC 12), 5=-284(LC 12) . Max.Grav 4=72(LC 17), 2=336(LC.1), 5=194(LC 1) I FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or _less except when shown. TOP CHORD 2-3=-393/805 BOT CHORD. 2=6=-1215/390 WEBS 3-6=-400/1098 NOTES- . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph.; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft;'eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-114 zone; porch left exposed;C-C:for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific. to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20..Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s).2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.66 lb uplift at joint 4, 350 lb uplift;at joint 2 and 284 lb uplift at joint-5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; August'10,2021 .® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based_ only upon parameters shown,, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design., Bracing Indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing MiTek' prevent and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type i , Oty Ply 1512 B BLK T24983389 2866792 HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) bunaers rlrs[bounce trianl idly, t-L), rlanl uny, rL-JJOo/, o.—o—I aoval rvn, cn uwwuica, III— ,ul!?u.j I. ,u.-,,.�, I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-iAOW gn2GmKSJdi6DyfMueri xGztBGGfu6h3vH6ypEMc 1-10-100-15-10-4 " 9.10-13 1-10 5-10.4 4-0.9 12 5 10 4 9-10-13 1 .n .. a.n.a Scale = 1:22.0 LOADING (psg SPACING- 2-0-0.. CSI. DEFL. in (loc). Weill L/d PLATES GRIP TOLL 20.0 Plate Grip DOL ..1.25 TC 0.40, Vert(LL). 0.04: 6-7 >999 240 MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT). -0.06 6-7 >999 180 BCLL 0:0 ' Rep Stress Incr -:NO WB 0.27 HOrz(CT) 0.01: 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 a Matrix-MSH Weight* 42lb FT=20% LUMBER- "' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. WEBS ' 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical .. . .. . Max Horz 2=336(LC 8) Max Uplift 4=-240(LC 8), 2=-273(LC 8), 5=-173(LC 8) . Max Grav 4=240(LC 13), 2=412(LC 1), 5=399(LC 13). . I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-680/175 BOT CHORD 2-7=-404/621, 6-7— 404/621 WEBS 3-7=0/295, 3-6=-721/469. NOTES- . e.... 1) Wind: ASCE 7-16; Vult=1.60mph (3-second gust)`Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); and vertical left'and right exposed; Lumber DOL=1.60 plate gripDOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rein loading requirements specific to the use of this truss component. 3) This truss has been designed for.a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-.0 wide will fit between the bottom chord and any other members. . 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 240 lb uplift at joint 4, 273 lb uplift at joint 2 and 173.Ib uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the. truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1:25 Uniform Loads (pig Vert: 1-2=-54 Trapezoidal Loads (plf)' Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10;2021 ;© WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify.the applicability of design parameters and properly incorporate this design Into the overall. building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type �. Oty Ply 1512 B BILK T24983390 2866792 HJ7V DIAGONAL HIP GIRDER 2 1 ' - Job Reference (optional) Cuimers mrsujource (riam t ity, rLi, rianl Uly, rL - 1,5001, ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-AMaul7OuXeaAFrhP W Mt7B3Z7XNDV?i92KLpSpZypEMb 1-10-10 5.4-14 9-10-13 1-16-10 5.4-14 4-5-15 i 12 1 3x4 i Scale=1:22.7 co. c? N' _N p u) � LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (Ioc). Vdefl L/d PLATES.. GRIP TOLL 20.0 Plate Grip DOL 1.P5 TC 0.36. Vert(LL'). 0.08: 6-7 >999 240 MT20 -. 244/190' TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT), -0.09 6-7 >999 180 BCLL 0:0 ' Rep Stress. Incr ...: NO W B 0.38. HOrz(CT) ' 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MSH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied- or'7-3-1 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical i Max.Horz 2=278(LC 8) Max.Uplift 4=-123(LC 24), 2— 331(LC 8), 5— 152(LC 8)' Max Grav 4=102(LC 17), 2=534(LC 1), 5=308(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1138/517 BOT CHORD2=7=-640/1056, 64=-642/1042 WEBS 34=0/276, 3-6=-1032/632 NOTES - Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O'18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s), for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building'designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding. 123'Ib uplift at joint 4, 331 lb uplift at joint 2 and 152 lb uplift at joint 5. 8) Hariger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 44 lb: up at 1-0-0, and 95 lb down and 80 lb up at 3-0-0, and 128 lb down and-1'49 lb up:at. 5-0-0 on top chord, and 45 Ito down and 15 lb up at 1-0-0, and 21 lb down at 3-0-0, and 46 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. - 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20, Concentrated Loads (lb) Vert: 12— 6(F).13=-61(F) 15=-9(F) 16=-36(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL'33610 Date: August 10;2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss�web and/or chord members only. Additional temporary and permanent bracing MiTek- is alwaysrequiredfor stability and to prevent collapsewith possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 .. . _ . Tampa, FL -36610 Job Truss Truss Type a• y t Qty Ply 1512 B BLK d T24983391 2866792 Z01 Jack -Open Truss 2 .1. Job Reference (optional) CUnoers rlrsiJOUrce trlani l,ny, rt-), 'rtant idly, rL - JJ00r, ID:vgWgkLM89b_5SJgl yN%PAHzHH5m-eZBGFTi W 1b1 s?Fb34PMjG6lDmgwkD[BZ?YOL?ypEMa 1-5-5 2-1-11 Scale=1:10.2 3 rn i o i a m 2-1-11 2-1-11 Plate Offsets (X Y)-- [2.0-0-14 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud •._PLATES. GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL). .' -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0:0 ' - Rep StressIncr YES W B 0'00.. HOrz(CT) ' ' 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-5, 4=Mechanical Max Holz 2=122(LC.12) Max Uplift'3=-27(1_C 12), 2=-204(LC 12) Max.Grav 3=37(LC 17), 2=182(LC 1), 4=32(LC 3) ..FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat: II; Exp.C; Encl.,.GC'pi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C.for members and forces & MWFRS for reactions . shown; Lumber DOL=1.60 plate grip DOL=1.60. . : ' " 2) Building Designer / Project engineer responsible for verifying applied roof live load, shown covers rain loading requirements specific to the use of this truss component. o 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding 27 lb uplift at joint 3 and 204 lb uplift at joint 2. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August .10;2021 :A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the. applicability of design parameters and properly Incorporate this design Into the overall building design.. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi W prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type, oty Ply 1512 B BLK T24983392 2866792 Z02 Jack -Open Truss 2 1 Job Reference (optional) liunaers mrsisource trlant uty, raj, rlant UIry, M - aaaor, . o.vov a uurr < < 4 r Ivil I on n muv — ­. , -I- . ID:vgWgkLM89b_5SJglyNvyjHzHH5m-eZ8GFT1 Wlldis?Fb34PMjG6Jzmg?kDIBZ?YOL?ypEMa -1-4-0 2-0-0 1-4-0 , 2-0.0 Scale=1:10.3 3 j e � 2 0�0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc), 'Udefl Ud PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25... TC 0.26 Vert(LL) -0.00 7 . >949.: 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) .: -0.00: 7 >999 180. BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 . 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz'2=124(LC 12) - Max Uplift 3=-29(LC 12), 2=-186(LC 12) Max Grav 3=39(LC' 17), 2=170(LC 1), 4=31(LC 3) FORCES.. (lb) - Max. Comp./Max. Ten.:-. All for6es:250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph_(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 1.11-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building:Designer./ Project engineer responsible for verifying applied roof live.load shown covers rain loading requirements specific to, the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to g'irder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 3 and 186 Ib uplift at joint 2. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND,INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is fb� an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse�with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSUTP11 Quality Criteria, DSB-89 and.BCSI Building Component 6904 Parke East Blvd. Saletylnlormation. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 v ..Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION . . 3d Center plate on joint unless x, y 648 .. Failure to Follow ,Could Cause Pro e dimensions shown.in.ft-in-sixteenths p . q.. 4 - offsets are indicated. (Drawings not'to,scale) Damage Or P@rSOf1aI 111JU1)/ Dimensions are in ft-in-sixteenths. 1. Additionarstability bracing for truss system, e.g. Apply plates.to both sides of truss 2 3 diagonal or X-bracing, is always required: See BCSI. - and fully embed teeth: :. 2. Truss bracing must be designed b an en lneer..For ' TOP CHORDS g 9 Y 9 c1-2 c2-3 sp wide truss spacing, individual lateral braces themselves O'y1 fi y require bracing; or alternative Tor I WEBS 4. bracing should be considered. pm �, a ". 3. Never exceed the design loading shown and never _ ' 3 " 3 O stack materials on inadequately braced trusses. .. U. N .. �. a 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and For 4 x 2 orientation; locate ~ c7-8 : Csa I F- all other interested parties. BOTTOM CHORDS plates 0- hs' from outside 5. 'Cut members to bear tightly against each other., edge of truss. 8 7 6 5... 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the .JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE. locations are regulated by ANSI/TPI 1. required direction of slots in: AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO.: 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. o the environment in accord with ANSIlTPI 1: Plate location details available in Mi rek 20/20 .. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT „ 8: Unless otherwise noted, moisture content of lumber NUMBERS/LETTERS. shall not exceed 19% at'time of fabrication. software or upon: request w. 9. Unless expressly noted, this design is not applicable for :PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber.. •• .. PLATE SIZE 7 , [CC-ES:Reports: 10. camber is a non-structural consideration and is the The first dimension is the plate responsibility ottruss fabricator. General practice is to er 4 X 4 width measured perpendicular'' ESR-1311;`ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension -is ER73907, ESR-2362, ESR-1397, ESR-3282 11..Plate type, size, orientation and location dimensions the length parallel to. slots. :1ndicated:are minimum plating requirements.. _ .. 12. Lumber used shall be of P the species and size, and -LATERAL-BRACING-LOCATION - - - - — — — -- — -- -_ — in all respects,.equal to or better than that - - ' specified.. Indicated Trusses are designed for wind loads in the lane of the IndiCafed by Symbol Shown :and/or 9 plane 13. Top chords must be sheathed or purlins provided at by'text in the bracing section of the truss unless otherwise shown. _ spacing indicated on design. output. Use Tor I bracing 14. Bottom chords require. lateral bracing.at 10 ft. spacing, if indicated. 'Lumber design values are in accordance with ANSI/TPI :1 or less; if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by.others. coons c shown r f otn 15 : Connections no wn are the responsibility. o er& ' .. . 16. Do not cut or alter truss member or plate without prior Indicates location where bearings . approval of an engineer:. . (supports) occur. lcons'Vary but © 2012 MiTekO All Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section indicates joint number where:bearings occur.. - 18. Use of green or treated lumber -may pose unacceptable Min.size shown: is. for crushing only. ��� environmental, health or performance risks. Consult with project engineer before use. Industry Standards: and pictures) before u iew a one 19 portions o this design root, back, %fords ANSUTPl1: National Desi n Specification Metal pi ur f use. Rev' ing pictur s al 9 P is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing: . 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ... NSI/TPI uality Grit. Guide to Good Practice for Handling, _ MiTeke- InstallingA T Q eria: 21.The design does not take into account any dynamic &: Bracing of, Metal Plate or other loads other than those expressly stated. Connected. Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev.-5/19/2020