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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdsen .com rF D 8 ENGINEERING ASSOCIATES July 20, 2021 Building Department Ref: Adams Homes Lot: Lot 175 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 5325 Vespera St. Model: 1512 B LHG KA # 21-8340 Truss Company: Builders First Source Date of drawings: 7/6/21 Job No.: 2814388 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. - Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and "`%J%a t % a s a s 36a techniques; and coordinating work with all other trades. ,,v�° P AB L p b ICE ,sj: Note: Truss ID's may vary. �'�` • ••� %V OF No 87 If you have any questions, please do not hesitate to call. m .D S ' Sincerely, a d8i9eaa 7/20/2021 7/20/2021 7/2 /2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo Torr , P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" 'J Cj1V �I�I ,.AID ., 1111111I .1. ■111 Fr 1� ., rn rF 1 1a rr ,11111 .1. _._. • 1 ' , • In Al . 111111-00 : , A131. ME r F 011IIIIIIIIIIIIIIII1� A141. 131 Al 513C _W51 �154 'A B01 E' Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Conections or Comments made on equipment submittals or shop drawings during Lids review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that ofall other trades and perfomdng his work in a safe and Satisfactory manner FDS ENGINEERING ASSOCIATES Date: 072012021 By: ES Submittal No.: Project No.: 21-8340 Projmt Eng.: Luis To Project Name: Adams Homes - FortPierce - Waterston. - Lot 175 Blk Ph 3 VEf ALLD0IENSXONSANDCFJ CONIXMI PPoORTOAPPRM✓ SOME MUM FRAMING REQUIRED IN FIELD SY BULDER MAIN Wltm FORCE RESISTING SYSTEWCC HYBRID WIND ASCEMS IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY a This Drawing Must Be Approved And WIND LOAD 160 MPH WIND NIPORTANCE FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER UVE LOADS Dimensions And Conditions Prior To APBELO I Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND IONS HAVE TOLL: 20 PSF TCLL: 40 PSF BEEN ACCESPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI$1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Baekcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend =8'-00" BRG WALL 11'-08" BRIG WALL BUILDER: - Adams Homes PROJECT: Single Family MODEL: 1512 B ADDRESS: 5325 VESPERA ST POT I BLOCK: 175 PH3 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 2814388 DATE: 07105/2021 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. Builders Combining to serve you better 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813)305-1301 ...... ® Lumber design raii,,re in accordance with ANSI/TPI 1 section 6.3 These truss designs'rely on lumber values established by others. 9 Mi ek RE: 281.4388 - 1512 B BLK. MiTek USA, Inc. _-Site -:Site Information: 6904 Parke East Blvd. T ' pa, FL'3361.0r4115 Customer Info:. Adams Homes Port.St Lucie Project Name: 1512 B Model:: 1512 Lot/Block 175 Subdivision: WATERSTONE-5325 Vespera St Address: 5325 Vespera 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/TP120.14 Design:Program: MiTek.20/20 8.4 Wind Code: ASCE:7-16 Wind Speed: 160 mph. . Roof Load: 37.0 psf a Floor Load: N/Xpsf 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 coriforms to 61G15-31:003,.section 5 of the Florida Board of Professional Engineers Rules. sp No. Seal# Truss Name: Date No. Seal#: Truss Name Date 1 T24588953 ;A01 7/6/21: 23 T24588918 CJ3S -7/6/21 2 T24588954 A02 7/6/21 24 T24588976 CJ3V 7/6/21 3 724588955 A03 7/6/21 25 T24588977 CJ5 7/6/21 4 T24588956 A04 7/6/21 26' T24588978 CJ5S 7/6/21 5 T2458895.7 A05 :7/6/21 27 T24588979. CJ5V _7/6/2.1. 6 T24588958 - A06 7/6/21.. : 28 T24588980 . EJ7 7/6/2.1 . 7 T24588959 A07 7/6/21-: 29 T24588981-:EJ7S-7/6/21 RECEIVED .. . 8 T24588960 A08 _ 7/6/21 30 : 9. T24588961 A09. 7/6/21 31 :.. T24588982 ERV 7/6/21 T24588983 ERVP 7/6/21 10 T24588962 A10 7/6/21 32 T24588984 HJ7 7/6/21 AUG 11 T24588963.. Al BC 7/6/21 33 T24588985 HJ7V:.:7/6/21: p ZOzf - - - - 12 T24588964' Al2BC 7/6/21 . 34 T24588.986.: Z01 7/6/21 Per - 13 T24588965 - A13BC 7/6/21: 35 T24588987 Z02, 7/6/21 mitt ng Department 14 : T24588966 A14BC :: 7/6/21 cue County: . 15. T24588967 A1'5BC 7/6/21 u ..16 T24588968 A16B 7/6/21, 17 T24588969: B0:1 7/6/21 . 18 T24588970 B02 7/6/21: 19.. T24588971 C01:.... • 7/6/21 20 - T-24.588972 CJ1 : 7/6/21 21 T24588973 CA V 7/6/21 22 T24588974 CJ3 :7/6/21 The truss drawing(s) referenced above have been prepared by ���lOR VFW � . MiTek USA, Inc. under my direct supervision based on the parameters �� .� , E N S�, ��- :,:provided by BuildersFirstSource (Plaiit.City, FL). :� .;•' � 0 8182 Truss, Design Engineer's. Name: Velez, Joaquin - * : • * : -: . My license: renewal date for.the state of Florida is February 28, 2023:. = ok �lot- TE F 40 IMPORTANT NOTE: The seal on these truss' component designs is a certification �" . TA . O that the engineer named is: licensed in the jurisdiction(s). identified and that the _ _ 0��;� designs comply with ANSI/TPI. 1.. These designs are based upon; parameters 4 0 R shown (e.g., loads, supports; dimensions, shapes and design ;codes), which were / •'•�� `�� TRENCO'to s ustome s.fi a eferrence purposeiveneonly;cific I nd was not taken into.ac onformation included is for � nt in the k's or��� .��N A' :��%. preparation of these designs. MiTek or TRENCO has not independently verified the oaquln Vel z PE No.68182 applicability_ of the design parameters or the designs for any particular building. Before use,. 1Te1 USA, nc._ Fi. Gert 6634 the building designer should verify applicability of design parameters and properly 904 Parke ait Blvd. Tampa FL 3361.0 incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. ate:. July 6,2021 Velez, uin ::: 1 of 1 Job Truss Truss Type aty Ply 1512 B BLK Y T24588953 2814388 A01 SPECIAL TRUSS 4 A. Job Reference (optional) Builders FirstSource (plant city, FL), plant city, FL - 33567, :: 8.43U s Jun 2:2U21 MI I eK Industries, Inc. I ue JDI 6 11:21:3U 2uzi rage i I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-195r7VS3W cOilyW iu5chhdpj_J2G1 sKbU4tGuyz_ohp r1=4-0' 7-1-8 8-8-0 12-11-6 19=0-0 25=0-10 29-4-0 30-10.5 38-0-0 a9-4-q �1-4-0 7-1-8 1r6-8 4-3-6 6,0-10 6r0-10 4-3.6 1-6-8 7-1-8 1-4 00 Scale=1:68.8 . 5x6 = 6.00 12... �. 5 Sx6 i 21 22 5x8 4. .. 6 2x4 O 2x4 3 T ST1.5x8 $TP= ST1,5z8 STP= 20 23 . 13 - : 1.1 0 12 10 1 2 5x6 — 4x6 _ 3x8 =.. 5x6 8 9 Iv a o..... — .. ... o 4x8 48 3.00 12 8 6 0 19-0-0 29-4.0 38 0 0 8-8-0 10-4-0 10-4-0 8-B-0 Plate Offsets (X Y)-- [2:0-1-14 Edge] [4:0-2-12 0-3-0] [6:0-4-0 0-3-0] [8:0-1-14 Edge], [10:0-2-12,0-3-41, [13:0-2-12,0-3-4] ' LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc)' ' .I/defl Ud PLATES. GRIP TOLL . 20.0 Plate Grip DOL -1.25 TC 1.00 Vert(LL), 0.74 11-13 >620 240 MT20 244/.190 TCDL 7.0:. . . Lumber DOL . :... 1.25 BC 0.94. Vert(CT) 1.12 11-13 >408 180 ... . . BCLL 0:0 .* Rep Stress Incr YES WB 0,90 Horz(CT) 0..59 8 n/a n/a BCDL10.0 Code FBC2020/TPI2014: - : _ 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. 2x4SPNo.3'., ' WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONSr . (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 Gram 2=1478(LC 1), 8=1478(LC 1) FORCES. (Ib)'-.Max. Comp./Max. Ten. -All f6rces250 (lb) or less except when shown. " TOP CHORD 2-3=-4641/2622, 3-4- 4402/2545; 4-5= 2108/1364,.5-6= 2108/1357, 6-7=-4399/2550; 7-8=-463.8/2627 BOT CHORD 2-13=-2201/4189 11-13=-1271/2667; 10-11=-1304/2666, 8-10=-2244/4182 WEBS 5-11=-828/1510; 6-11=-1058/823, 6-10=-921/1795, 4-11=-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. 2) Wind: ASIDE 7-16; Vult=160inph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24111;.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 394-0 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 r20.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 an 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 Joaquin Velez PE N6.68182 sheetrock be applied directly to the bottom chord. - MiTek USA, Inc. FL Celt 6634 6904_Patke East Blvd. Tampa FL 33610, Date: July 6,2021 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 baseii only. upon parameters shown, and:is for an individual building corriponeq 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 .. p/� T M W , 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?P11 Quality Criteria, OSB-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 T24588954 2814388 A02 SPECIALTRUSS Job Reference (optional) LivacterS rlrstSOurce (Nlant L;ity, t-L), Plant L;ity, FL - 33bbI, : - 6.43U s Jun z:Guzi mi I eK InausineS, Inc. I ue Jul 6 11:zi:3z zuzi rage 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-zXDbYBUJ2DGG_Fg57Ve9m2v4a7jwVnkuyOMNygz_ohn ri-4.0 7-1-8 8-8-0 13-0-15 19-0-0 24-11-1 : 29.4-0 80-10-a 38-0-0: a9-4-q 1-4-0 7-1-8 1-6.8 4-4-15 5-11-1 5-11-1 4-4-15 1-6-8 7-1-8 1-4-0 Scale=1:68.8 5z6 6.00 12 5 5x6 i 31 32 5x6'� .: 6 7 ST1.5x8 STP = SZZ��T1.533STP= �. 2 30J. 12 3 ..11 11 10 mlc� 8 . 0 1 x = 4x8 10x12,= 9Io 111 3x6 II 2x4 11 2x4 11 2x4 I 4x8 3.00 12 2x4 I I.. 4x8 �... 8 8 0 19-0 0 29.4-0 J 38 0 0 8-8-0 + 10.4-0 10-4-0 B-8-0 Plate Offsets (X Y)-- [2:0-1-14 Edge]' [4:0-3-0 0-3-01 [6:0-3-0 0-3-01, [8:0-1-14,Edge1 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc): .Well. Ud . PLATES GRIP TOLL : 20.0 Plate Grip DOL t.25 TIC .. 0.93: Vert(LL). .. 0.66-11-13 >693 240 MT20 244/.190 TCDL 7.f).. Lumber DOL.. ': ..'1..25 BC. 0.93. Vert(CT).. 0.84.11-13 >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.61 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014' :: Matrix -AS Weight::243 lb FT = 20% LUMBER- BRACING - TOP 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 SP240OF 2.0E, 14-18: 2x4 SP No.2 '10-0-0 oc bracing: 11-13 WEBS 2x4SPNo.3 WEBS 1 Rowat: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' Max Horz.2=-362(LG 10) Max Uplift2=-906.(LC 12), 8— 906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) FORCES. (Ib) -.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= 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,,4-11=-1080/813, 4-13=-868/1740, - 3-13=-257/351, 7-10=-266/352 NOTES - Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1601111ph;(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;' h=25ft; B=45ft; L=24ft; save=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,.Intedor(1) 22-0-0 to 3944=0 zone;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) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord andany other members. 6) Bearing at joint(s)-2, 8 considers parallel to grain value using ANSl/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 Joaquin Velez PE. No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Celt 6634 6904.PairkcI East Blvd. Tampa FL... .Date:.. July6,2021 . 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 MiTek® 'a connectors. This design is. based only upon parameters shown, and'is for an individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web,and/or chord members only: -Additional temporary, end 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, 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 Qty ;, ,Ply 1512 B BILK T24588955 2814388 A03 SPECIAL TRUSS .r 2 1 Job Reference (optional) iiuliaers r-irsioource trtanl uiiy, rul, . riant uny, rL- aJoor, . m4au s dun z zuzl MI I eK Inausmes, Inc. I ue dul a 11:n:aa zun rage . ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-RjnzlXVxpXOHcP FHZD90JFRFTW 3AEE31 A26xVHz_ohm �1 4 0 7 1 8 8-8-0 , 13-0-15 , 19-0.0 24-11-1 29-4.0 30-10-$ 38-0-0 a9-4-Q 1-4-0 7-1-8 1.6-B 4.4-15 5-11-1 5-11-:1 4-4-15 1-6-8 7-1-B .1. S .l e:= 1 ca :Z0.0 Sx6 6.00 12 w. 5 5x6 i 30 31 5x6 4 6 2x4 O 2x4 3 7 ST1.5z8 STP LU ST1:5x8 STP = 32 29 123 I:' 3 II 3 10 11: . 1 2 4 I 10 Bx10 — 8 9 Iv 1N . . d 10x12 = o 2x4 11 2x4 II 2x4s it 2x4 II 4x8 4x8 3.00[12 880 + 19.0-0 2940 3800 8-8-0 10.4-0 10.4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-1-14,EdgeL [4:0-3-0,0-3-01, [6:0-3-0,0-3-01, [8:0-1-14,Edge], [11:0-5-0,0-'6-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): .I/dell . Ud PLATES. GRIP TOLL . 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 Incir .. 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 . 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=-223.7/4156. 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, 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 domponent. 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 othermembers. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/fPI 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 Gt=1b) y2=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 Joaquin Velez PE No.69182 sheetrock be applied directly to the bottom chord. aMiTek USA, Inc. FL Cerf 6634 6904.Parke East Blvd. Tampa FL 3361.0 .. :.. Date:. .. :. July 6,2021 A 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 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 end 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 Quality Criteria, OSB-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. T24588956 2814388 A04 SPECIAL TRUSS t 2 1. Job Reference (optional) t3u0tlers FrrstSOurce (Flant L;rty, I- ), . Plant tarty, hL - 33b6/, p 8.430 s Jun 2'2021 MI I eK Industries, Inc. I ue Jul 5 11:21:34 Z021 f age 1 ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-.vwLLzsVaagW BEZgT7wgdsT_SXwQCziwAPirU ijz_ohl 6-8-5 12-11-12 19" 0 25=0-10 29-40 30-10-9 38-0-0 39-4-9 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 S cae:i__ 1:6 8.8 5x6 = 6.00 12 ' 5 w O 13 7x8 = 2x4 II 4x8 zZ 3x6 = 3.00112 10-0-0 - 19-0-0 1 -7 8 29-4-0 38 0 0 10-0-0 9-0-0 7- 9-8.8 8-8-0 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-4-0,0=3-01, [8:0-1-14,Edge], [11:0-2-8,0-2-121, [14:0-3-12,EdgeI 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 MT26 .244/190 TCDL 7.0 Lumber DOL . :... 1.25 BC.. 0.88 . , Vert(CT) -].15 10-11 >396 180 BCLL 0 ' 0 Rep Stress In& YES WB 0.80 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight::205 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD . Structural wood sheathing directly applied. 1-4,64 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOTCHORD 2x4 SP No.1 *Except* WEBS 1 Row atmidpt, 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=0-870; 8=0-8-0 Max Horc 2=-362.(LC 10) Max Uplift 2= 903(LC 12), 8= 903(LC 12) Max Grav 2=1483(LC 1), 8=1483(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-2648/1596, 3-4=-2400/1485, 4-5 2062/1362, 5-6=-2100/1374; 6-7=74434/2528, 7-8=-4671/2606 ' BOT CHORD 2-14=-1242/2331, 10-11=-1302/2664, &10= 2225/4217 WEBS .: .. ..3-14=-381/413, 4-11=-441/44.1, 6-11=-1074/809, 6-1D=-894/1844, 5-11=-838/1483,:: 11-14=-986/2094, 7-10=-255/352" 7. NOTES- ... :.. . .. 1) Unbalanced roof live loans Have been considered for this design. 2) Wind: ASCE 7716; 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) -14-0 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .. 3) Building Designer/ Project engineer responsible for.ve(fying 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. 5r* This truss has been designed for a live load of 20.Opsf on the bottom chord imall 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. 7j Provide mechanical connection (by others) of truss to bearing plate capable of,withstanding 100 Ib uplift at joint(s) except Gt=lb) 2=903, 8=903: Joaquin Velez PE, N0.68182 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, ]ne. FL Ceit 6634 sheetrock be applied directly to the bottom chord. 6 _.areast Blvd Tam pa July 6,2021 . A 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 MTek® connectors. This desigri 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 pennarientbracing, MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing: of. trusses and truss systems, see : ANS11TP11 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 Qty Ply 1512 B BLK . T24588957 2814388 A05 , HIP TRUSS 1 .1. Job Reference (optional) bunciers mrstlource (mant Gny, t-L), - mant ling, r-L - JJb6/, mq4 u s Jun z zuel mi I eK Inoustnes, Inc. i ue Jut b 1l:Zl:J7 euei rage i ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-06vkACW CL8e_sjPgheBsOgXbaKmGiA2KeMbi Z9z_ohk r1-4-0. 7-3-2 8-8.0, 17-0.0 21-0-0 29-4-0 80-8=1¢ 38-0-0 '09.4.Q 4 7-3.2 4-14 8-4.0 4-0-0 8-4-0 -4-14 7-3-2 1-4-0 Scale- 1:71.3 v aI 0 5x8 = 6.00 12 5 5x6 = 6 4x8 4x9 3.00 12 38-0-0 Plate Offsets (X Y)-- [2:0-1-14 Edge]; [4:0-4-0 0-3-0] [5:0-5-8 0-24] [6:0-3-8 0-2-4] [7:0-4-0 0-3-0] [9:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL .1.25 TC 0.95 Vert(LL) 0.59 13-15 >767 .240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.76.13-15 >599 186 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) Q.49 9 n/a . n/a BCDL 10.0 Code FBC2020/TP12014. Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 14-15,11-14: 2x8 SP 240OF 2.0E WEBS WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 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. (ib) -'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, 8-9= 4577/2663 BOT CHORD 2-15=-2214/4125, 13-15=-2039/3868; 12-13=-881/2113, 11-12=-2098/3863, 9-11=-2277/4122 WEBS 4-15=-423/1055, 4-13=-.1890/1239, 5-13=-345/775,'6-12=-338/729, 7-12=-1864/1267, 7-11=-443/1040 Weight: 226 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at micipt 4-13, 7-12 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) T-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, 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 jive load nonconcurrent with any other jive 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 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 100 lb uplift at joint(s) except (jt=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.66182 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 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 permanenhbracing _ MOW., 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. _ . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty . Ply 1512 B BLK ` 11 T24588958 2814388 A06 HIP TRUSS 1. Job Reference (optional) Builders FlrstS0urce (Plant (Aty, FL), . Plant Gity, FL - 33567, 8.43U s Jun 2 2U21 MI I eK Industries, Inc. I ue Jul 6 11:21:3ti ZU21 rage 1 I D:vgW gkLM89b_5SJgl yNvyj HzHH5m-sIS60YXg6SmrTt_sELj5xu3nDkF_Rh3TsOKb6bz_ohj r1-4-4 8-8-0 15-0.0 23.0-0 29-4-0 38-0-0 89 4-9 1-4-0 8-8-0 6-4-0 8-0-0 6-4-0 8-8-0 1-4-0 Scale:= 1:72.1 4x12 ST1.5x8 STP = 0 1r: _ 6.00 12 5x6 4 5xB = 20 21 5 3.00 12 8-8-0 15-0-0 23-0-0 29.4-0 38.0-1 8-8-0 6.4-0 8-0-0 6-4-0 8-8.0 0.0-3-41.r4:0-4-0.0-2-81.15:0-5-8.0-2-41.r6:0-3-0.0-3-41.r9:6-5-0.0-6-01.r11:0-4-4,0-6-01.rl2:0-5-0,0-6-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d 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) -0.57 10-11 >805 180. BCLL 0.0 Rep Stress Incr YES WB 0.50 HOrz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014, 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.or7-6-7 oc bracing. BOT CHORD 2x8 SP 240OF 2.OE. WEBS 1 Row at midpt 3-11, 5-11, 6-10 . WEBS 2x4 SP N4.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 as 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,.5.6=-2738/1691, 6-7=-4773/2777 BOT CHORD 2-12=-2298/4342, 11-12=-2159/4073, 10-11=-1090/2401, 9-10=-2223/4072, .1-9=-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=-52111178 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-BA4; Interior(1) 1-8-14 to 15-0-0, Exterior(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(1) 27-2-15 to 39-4-0 zone;C C formembers 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, 7 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 100 lb uplift at joint(s) except Qt=1b) 2=90617=906. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cert 6634 6904, Parke East Blvd. Tampa FL 33610 , Data: July 6,2021 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 io prevent buckling of Individual truss web and/or chord members only: Additional temporary and pennanIant 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 Duality 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 ,. T24588959 2814388 A07 HIP TRUSS' t 1 1. Job Reference (optional) bunaers r IrstJource (rtanr catty, r_ L), mam L;iry, I-L - JJbbl, - U.4311 s .tun 2 zuzi mi I eK industries, Inc.. I ue Jm 6 11:z1:3/'LU21 rage -1 ID:vgW gkLM89b-5SJgl yNvyj HzHH5m-KVOUbuYStlui5l Y2o3EKT5cwM8QXA64d5g48e2z_ohi �1-4-0 7-3-2 8-8.0, 13.0-0 19-0-0 , 25-0-0 29-4-0 30.8-14 38-0-0 39=4-q 1-4-0 7-3-2 4-14 4-4-0 6-0-0 . 6-0--0 4-4-0 4-14 7-3-2 1-4-0. Scale:=1:71.9 6,00 F12 5x8 = 2x4 II 5x8 = 5 P5 6, 26 7 5x6 5x6 2x4 \\ .4 . 8 .. 2x4 // m 3 9 6 ST1.5xB STP = ST1.5x8 STP =. 24 27 17 16 14 13 12 2 15 0 10 10x12 = 4x6 = 6x8 — 4x8 = 4x6 = 10x12 = 0 1 11 Io a 4x8 4z8 3.00 12 8-8.0 13-0-0 19-0-0 25-0-029.4-0 38-0-0 8-8.0 4-4-0 6.0-0 6-0.0 4.4 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,Edge] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL . 20.0 Plate Grip'DOL 1.25 TC .. 0.93: Vert(LL). 0.63 ' 14 >725 .240 MT20 244/.190 TCDL .1.0... Lumber DOL . 1.25 BC.. 0.90 .: Vert(CT).. -0.79, 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 FBC20201TP12014; : Matrix -AS Wei ht: 223 lb FT — 20% 9 — 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 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, 10-0-8-0. 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,.5-6=-3036/1939, 6-7= 3036/1939; 7-8= 3095(1900, 8-9=-4398/2633, 9-10=,459,1/2694 BOT CHORD 2-17= 2236/4136; •16-17=-1958/3847; 14-16=-1303/2755, 13-14=-1322/2755; 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: 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 13-0-0, Exterior(2R) 13.0-0 to 17-2-15, Interior(l) 1.7-2-15 to 25-0-0, Extedor(2R) 25-0-0 to 29-1-6, Interior(i) 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.: ..... ' .: . . . .. 4rProvide 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 26.Opsf on.the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7j Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity, of bearing surface. Joaquin Velez PE:No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) MiTek USA, Inc. FL CeCod6634 2= 9) This s truss uss design requires that a minimum of 7/16" sfructural'wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 336.10 sheetrock be applied directly toi the bottom chord. Date:; . July 6,2021 . 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 the applicability of design parameters and propedyincorporate 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 .. ANSUTPII Quality Criteria, DSH-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 T24588960 2814368 A08 HIP TRUSS Job Reference (optional) rsunoers rIrSIJOUrce trlant Uly, r-L), rlani Gny, rL.- JJOGi, t1.4JU s Jun z zuzl mi I eK Inauslnes, Inc. I Ue JUI d I I:ZI:JU ZUZI rage 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-Gt8EOaZiPNBQKKiRwUGoZWhFnx6xe1 HwZzZFiwz_ohg r1-4-0 7-3-3 8=8=0, 11-0-0 , 19.0-0 27-0-0 29-4-0 30=8-1$ 38-0-0 39-4-9 114-0 7-3-3 4-1 2-4-0 8-0-0 8-0,0 2-4-0 -4-13 7-3-3 1-4-0 Scale = 1:70.5 . . 5x8 = 2x4 11 . 5x8 — 3x4 5 26 6. 27 7 3x4 6.00 12 2x4 O . .4. 8 2x4 3 g 28 m 6 ST1.5x8 STP = 25 ST1.5x8 STP= 24 . 29 _ 17 . 16 15 14 13 12 co 2 o 10 1 1Ox12 — 6x8 — 6x8 — 4x8 = 6x8 = 10x12 = 11 I`r�N 4x8 zzz 4x8 3.00 12 B 8 0 11-0-0 19-0-0 : 27-0-0 29-4-0 38-0.0 8-8-0 2-4-0 8-0-0 8-0-0 2-4-0 B-8-0 Plate Offsets (X,Y)-- [2:0-1-14 Edge], [5:0-5-8,0-2-4], [7:0-5-8,0-2-41, [10:0-1-14 Edge], [13:0-3-8,0-3-12] [16:0-3-8,0-3-12] LOADING (psf) ...... . SPACING- 2-0-0 CSI. . .. :DEFL. in floc): I/defl Ud PLATES. GRIP TOLL 20.0 Plate Grip DOL : 1.25 TC .. 1.00. . Vert(LL) . 0.75 14 >805 240 MT20 244/190 TCDL 7.0.... .. Lumber DOL . :... 1.25 BC, 0.91 Vert(C.T).. -0.94 14 >487 186 BCLL 0.0 ' Rep Stress Inca YES WB 0.53 Horz(CT) 0.51 10 n/a n/a BCDL. 10.0 Code FBC2020/TP12014; ; ; 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 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (sire) 2=0-8-0, 10=0-8-0. Max Horz 2=220(LC 11) ..... Max Uplift2- 906_ C 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 M=-4595/2675, 3-4=-4387/25.90; 4-5=-3658/2187,.5-6=-3921/2403, 6-7= 3921/2403; 7-8=-3658/2205, 8-9=-4387/2623, 9-10=-4595/2707 BOTCHORD 2-17=-2251/4141, 16-17=-1937/3872i.14-16=-1640/3319, 13-14=-1658/3319I 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=-527/8531 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=0.to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) .11-0-0 to 15-2-15, Interior(l) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 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. 4f 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 26.Opsf on.the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members." 77 Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.. Building designer should verify capacityof bearing surface. Joaquin Velez PE N0.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)' MiTek USA, Inc.PL Ceit 6634 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 grid 1/2" gypsum 6904 Parke East Blvd. Tampa FL 3361.0 sheetrock be applied directly to the bottom chord. Data: July 6,2021 WARNING - Verify 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 MiTek® connectors. This design is baseE only upon parameters shown, and'ia for an individual building component, pot.: 'a �• truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only: Additional temporary, and permanent bracing_ 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/TP11 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 .T245H8961 2814388 A09: HIP TRUSS 1 1 Job Reference (optional) tsuuaers rlrsiaource, trlani L ity, r-L), .. riani Ury, rL - JJbb/, .. b.4Ju s Jun z zuzl mi I eK Inausines, Inc. - I ue JUt b l 1:z1:4u zuzl rage 1 ....ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-k4idDwaKAgHHyUHdTBnl 5kETkLR7NSz3ndloFNz_ohf 1 - 0 7-3-2 9-0.0 15-7-0 1 22-5-0 29-0-0 30-8-14, 38-0-0 a9-4-Q 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 w Scale=1:70.5 5x6 . 3x4 = ... 5x6 = . Sx6 = 6.00 12 2x4 .�� . 4 22 . 23 5 6 24 - 25 7 2x4 O 3 8 m STi'.5x8STP= o 17 ST1.5x8STP= 21 26 27 `li 20 13 - 0 0 c0 1 2 7x8 .— - 12 11 9 . .10 a 0 7xB = 7x8 _ Io 4xB zz 4x8 % .3.00 12 .... 880 1900 2940 38-0-0 B-8-0 10-4-0 10-4-0 - 8-8-0 Plate Offsets (X,Y)--[2:0-6-3,0-0-21,[4:0-3-0;0-2-01,[6:0-3-0,0-3-01,[7i0-3-0,0-2-01,[9:0-6-3,6-0-21,111:0-5-4,0-5-01,[12:0-4-0,0-4-81,[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 PlateGrip.DOL ..1.25 TC 0.79. Vert(LL) 0.98. 12 >466 240 MT20 244/190. TCDL 7.0 .... Lumber DOL 1.25 BC 0.97.. Vert(CT) 4.24 12-13 >369 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.70 Horz(CT) 0.62 9 n/a n/a . BCDL 10.0 Code, FBC2020/TPI2014 Matrix -AS Weight:199 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD..2x6 SP No.2 BOT CHORD. Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13, 6711 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=1478(LC 1) FORCES. (lb) -Max. Comp:/Max. 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=73853/2302, 7-8=-4590/2702, 8-9=-4788/2791 BOT CHORD 2-13= 2331/4349, 12-13=-2828/5213, 11-12= 2819/5225, 9-11=-2397/4349 WEBS 4-13=-1002/1831, 5-13=-1569/948, 5-12=01389, 6-12=01380,:6-11=-1579/950, " 7-11=-1013/1828; 3-13=-196/309, 8-11=-198/306: 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-&O, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1).33-2-15 to 39-4-0 zone;C-C for members and forces & MW IF 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 bottorn'chord and any other members.' 7).Bearing at joint(s) 2, 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 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.96182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; .July. 6,2021 - 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 MITek0 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 .bracing building. design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. -Additional.temporary and per manant . . MITdk* 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 1 . ANSI?PII 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 i T24588962 2814388 A10 HIP GIRDER 1 2 Job Reference (optional) Builders Flrstbource (Plant City, FL), Plant Uity, rL - 33567, 8.43U s Jun 2 2U21 Mi I eK Inausines, Inc. I ue Jul 6 11:21:bU'LOZI rage 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-R7JPKLicplXs902Y3HzNVreHUNxXj2vX4BjKbnz_ohV -1-4.0, 4.1.4 7-0-0 11-9-10 , 16-7-3' 21-4.1326-2-6 31-0-0 , 33-10-12 , 38-0-0 1.4-0 4.1.4 2-10-12 4-9-10 4-9-10 4-9-10 4-9-10 4-9-10 2-10-12 4-1-4 Scale =1:70.5 r 5x6 = 3. 25 ST1.5x8 STP = co `d 1 2 18 - 36 0 5x12 = 3x6 3x4 = 3x4 = 5x6 = 3x4 = . 85X _ 264 27 28 529 30 6 31 32 33 7 34 35 17 16 37 -15 3B 39 14 3x4 = .3x6 = 3x4 = 19-0-0 40 41 13 12 42 43 11 3x4 = 5x12 = 6.00 12 ST1.5xB STP = 9 10 Ir N N IC? to ' rlalC VII,CIJ to il-- tG.V-V-11'/ CUUCJ tJ.V-J-V V-G-V1 tV.V-J-V VV-VJ tV.V-J-V V-G-VJ 't.7.V-V-IV CUUCJ ' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip.DOL. 1.25 TC 0.39 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 Ina : NO WB '0.35 Horz(CT) -0.05 13 n/a n/a BCDL. 10.0 Code. FBC2020[TP12014 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 at=length) 16=14-0-0, 14=14-0-0, 13=0-3-8, 17=0-3-8. (lb) - Max Hom 9=149(LC 7) Max Uplift All uplift 100 lb or less at joints) 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 joints) except 9=947(LC 1), 2=615(LC 17), 16=1757(LC 17), 14=2087(LC 1), 13=741(LC'1); 17=532(LC8) 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=71254%813 BOTCHORD 9-11=-1240/2310,17-18=-683/529, 16-17=-683/529, 14-16=-1151/728, 13-14=-499/345, 12-13==4,99/345, l l-12=-593/1279, 2-18=-560/1097 WEBS 8-11=-143/648, 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 10d (0.131 1x3") 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=160:mph (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 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. . 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8j ' 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'm,embers. 9) Bearing at joint(s) 9, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 9, 492 lb uplift at joint 2, 1935 lb uplift at joint 16;:1903 lb uplift at joint:14i 627 lb uplift at joint 13 and 254 lb uplift at joint 17. Joaquin Velez PE No.69182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 Continued on a e 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 shbwri, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabliity 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 permarienrbracing 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 ANSYTPI1 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 ELK T24588962 2814388 A10 HIP GIRDER 1 2 Job Reference (optional) Builders FirstSource (Plant city, FL), .. Plant Ulty, I-L - 33567, 8.430 s Jun 2 2u21 MI I eK Industries, Inc. I ue Jut 6 11:zl:bu 2uzl Page z . ID:vgW gkLM89b_5SJgl yNvy'j HzHH5m-R7JPKLicplXi902Y3HiNVreHUNxYj2vX4BjKbni_ohV NOTES- 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 221 Ib down and 372 Ib up at 7-0-0, 182 Ib down and 216 Ib up at .9-0-12, 105 Ib down and 73 Ib up at 11-0-12, 100 Ib down and 73 Ib up at 13-0-12, 100 Ib down and 73 Ib up at 15-0-12, 100 Ib down and 73 Ib up at 17-0-12, 100 Ib down and 73 Ib up at 19-0-12, 100 Ib down and 73 Ib up at 21-0-12, 100 Ib down and 73-lb up at 23-0-12, 163 Ib down and 216 Ib up at 24-11-4, 168 Ib down and 216 Ib up at 26-11-4, and 182 Ib down and 216 Ib up at 28-114, and 221 Ib down and 372 Ib up at 31-0-0 on top chord, and 337 Ib down and 162 Ib up at 7-3-0, 81 Ib down at 9-0-12,.174 Ib down and 304 Ib up at, 11-0-12, 174 Ib down and 304 Ib up at 13-0.12, 174 Ib down and 304 Ib up at 15-0-12, 174 Ib down.and 304 Ib up at.17-0-12, 174 Ib down and 304 Ib up at 19-0-12, 174 Ib.down and 304 Ib up at 21-0-12, 174 Ib down and 304 Ib up at 23-0-12, 81 Ib down at 24-11-4, 81 Ib down at 26-11-4, and 81 Ib 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 (Ib) 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) . 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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 ELK T245BB963 2814388 At 1 BG HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. Tue Jul 6 11:21:51 2021 Page 1 ID:vgW gkLM89b_5SJg1 yNvyjHzHH5m-wBsnXgj Ea3ffmAdkd?Uc22BNNnCBSNLhJrTu7Ez_ohU 30-10.9 -14.0 5-10.8 19;11-12-17.0.1 19.7.88 14-8 1.0-0 25.1.10 28.6-0 4- 38.0-0 9.4- 14-0 5-10-8 7-15 4-04 4-0-10 .3-5-6 -10- 7-1.8 14.0 ' 1.6-9 Scale '= 1:71.3 0 6.00..12 5x6 = 5x8 = 5 6. •- .. 15 " 7x8 = 2x4 I 4z8 S 3x8 = 3.00112 10-0.0 17-0-0 19-7-8 21-0-0 28-6-0 29.4-D 38-0-0 0 0 0 m N Iv 6 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr . YES Code: FBC2020/TPI2014 CSI. TC A.77 . BC 0.94 W B 0.85 Matrix -AS DEFL. in floc) I/defl Lid Vert(LL) 0.56 11-12 >808 240 Vert(CT) -0.88 11-12 >551 180 Horz(CT) 0.38 9 n/a n/a PLATES GRIP MT20 244/1.90. Weight: 220 lb FT = 20% w. 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=0-870, 9=0-8-0 Max Horz 2=-327,(LC 10) Max Uplift ;2= 892(LC 12), 9=-892(LC 12) Max.Grav 2=1502(LC 1), 9=1501(LC 1) FORCES.,. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TORCHORD 2-3= 2736/1657, 3-4=-2426/1461, 4-5=-2354/1478, 5-6=-2088/1387, 6-7=72384/1490, 7-8=4486/2579,: 8-9=-4727/2661 BOT CHORD 2-16=-1816%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. 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 17=0-0, Extedor(2E) 17-0-0 to 21-0-0, Exterior(2R) 21-0-0 to25-1-1, 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 nonconcurrent with any other live loads. 6) * 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.- . . .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 892 lb uplift at joint 2 and 892 lb uplift at Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 . 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 properlylncorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additignal.(emporary. 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 . ANSYTP11 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 BILK T24588964 2814388 Al2BC HIP TRUSS 1 -1 Job Reference (optional) tcuuaers r-irsibource tviam uny, r-Lj, - viant uty, M - 4:1513/, b.4au s dun z zuzl mi I eK inausines, Inc. I ue dui b i i:zi:5z zun rage i ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-ONQ910jsLMnaOKCxAi?raGkUj BYZBrMgYVCRggi_ohT -r1144.-00 i 7-9.4 15-0.0 i 18-3 2300 2-00-1100 49--34-60 1-610-9 32111--31258004 2 8 68 4 7-2-12 Scale=1:71.9 5x8 = . .. 4x6 = 5x6 = .6.00 12 4 5 27 28 6 5x6 . co O 18 16 .15 " 3x6 = 2x4 11 3x6 5x8 = 2x4 11 3.00112 4x8 C 38.0-0 7-9-4 7-2-12 3-3-8 '1-4-0' 3-4.8 5.6-0 01-10-D 8-8-0 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] [7:0-2-12,0-3-0], [9:0-1-14,Edge], [13:0-5-8,Edge] LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 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)-0.7811-12 >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. FBC20201TP12014 Matrix -AS Weight:217 lb FT = 20% LUMBER- BRACING - TOP CHORD., 2x4 SP No.2 TOP CHORDStructural 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'micipt' 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([.0 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=-2468/1603, 5-6=-2361/1548, 6-7= 2657/1700, . 7-8=-4442/2617; 6-9=-4686/2702 BOT CHORD 2-18=-1211/2327, 16-18=-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) 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=6.0psf; 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, Exterior(2R) 15-0-0 to 19r2-15, Interior(1) 19-2-15 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-:15, Interior(1) 27-2-15 to 394-0 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 .. 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 atjoint(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 Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 6,2021 . & 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 prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek': Is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see • ANSI?P11 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 r .T24588965 2814388 A13BC, HIP TRUSS 1 1 Job Reference (optional) builders HrstSource (plant city, FL), Plant city, FL - 33567, 8.430 s Jun 2 2021 MI I eK Industries, Inc. I ue Jul 6 11:21:53 ZU21 rage 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-sa_XyMkU6gvROUn7kQW47TGguawvwG_zn9y_C6z_ohS r1-4-q 6-9.4 13.0-0 18-3-8 25-0-0 29.4-0 32-11-12 38.0-0 39=4-q r 1-4-0 6-9-4 6-2-12 5-3.8 6-8-8 4.4-0 3-7-12 5-0.4 1-4-0 5x8 = 6.00 F12 2x4 II 4 25 5 26 5x8 . 6 16 - .14 13 ' 3x6 _ 2x4 II. 3x6 — 5x8 = 2x4 II 3.00 12 4x8 6-9-4 13.0-0 18-3-8 a9-7-6 25-0-0 28-6.0 2q-41 36-0-0 _ 6-9-4 6-2-12 5-3-8 1-4-0 5-4-8 3-6-0 0-10- 8-8.0 X Y)-- [3:0-3-0 0-3-0][4:0-6-0,0=2-8],[6:0-5-4,0-2-8],[7:0-3-0,0-3-0];[8:0-5-15,0-0-2],[10:0-5-8,04-41;[11:0-4-0,0-3-81' Scale=1:71.9 m o_ 6 0 0 m N Iv 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL . 1.25 TIC 0.89 Vert(LL), 0.52 10-11 >873 240 MT20 244/1,90. TCDL 7.0 Lumber DOL 1.25 BC 0.80 . Vert(CT) -0.80 10-11 >571 180 BCLL 0.0 `: Rep Stress Incr YES WB 0.90 Horz(CT) 0.33 8 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS 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) FORCES.. (lb) Max. Comp./Max. Ten.'= All forces.250 (lb) or less except when shown. TOP CHORD .2-3=-2721/1605, 3-4=-2177/1384, 4-5=-3067/1885, 5-6=-3104/1893, 6-7=-4761/2911, 7-8=-4777/2637 BOTCHORD 2-16=-1254/2375; 14-16=-1255/2371, 5-11=-357/366, 10-11=-1295/2696,. 8-10=-2234/4331 WEBS 3-16=0/271, 3-14=-607/485, 4-14=-400/194, 11-14=-853/2009, 4-11=-766/1594, 6-11 =-1 90/651, 6-1 0=-1 296/2176, 7-10=-363/490 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 Extedor(2E) 1-4-0 to 1-8-0, Interior(l)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, Extedor(2R) 25-0-0 to 29-1-6, Interior(1) 29-1-6 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 rcof 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 rioncorlcurrent 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 considets parallel to grain value using.ANSI/fPI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 87 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: .. . . 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: July 6,2021 .® 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 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 Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety.lnlormation 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 T24588966 281438E A14BC .. HIP TRUSS 1 1 Job Reference (optional) t3maers virstb'ource (Ylamt ldty, FL), . I'lant Duty, f-L - 33587, 8.430 S Jun 2 2021 MI I eK maustnes, Inc. I Ue JUI 6 11:21:55 2021 Hage 1 I D:vgW gkLM89b_5SJg1 yNvyjHzHH5m-oy61N2mldHA9FowW srYYCuM_IObMO9VGETR5H7z_ohQ 1-1.4-01 5-4-13 11-0-0 18-3-8 27-0-0 29-4-0 1 32-11-12 38-0-0 ,39.4-0, 1-0.0 51-13 5.7-3 7-3-8 8-8-8 2-0-0 3-7-12 5-0-4 1-4-0 Scale=1:70.5 .5xB 3x4 II 5x8 = 4 26 5 27 6 ..... eve 1I- 15 14 3x6 = 2x4 11 3x6 = 3x4 11 3.00112 4x8 4x12 = ... 29-4-0 ' rletltl VII,tlW tn, Il-- tY.V-O-V,V-L-OJ, IO.V-U-O,V-G-YJ, Io.V-1-IY,ruytlu, LIG.VV-IG,GUyCJ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl. Ud PLATES. GRIP TCLL 90.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.64 13 >712 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.87 11-12 >523 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.39 8 n/a n/a BCDL10.0 Code: FBC2020/rP12014 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(LG 12), 8— 897(LC' 12) ra Max Gv,2=1493(LC 1), 8=1493(LC 1) FORCES. (Iti) - 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, 5-6=-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=-1532/32.13, 10-11=-2084/3938,-8-10=-2189/4129 WEBS 3-15=-489/408, 4-15= 260/191,'12-15=-945/2020, 4-12=-1072/2060, 6-12=-462/935, 6-11=-537/992, 7-11=-1.109/830; 7-10=-467/1008 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 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 to 31-2-: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 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 asectangle 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 ANSIlTPI 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 B. 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'Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date:' .July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with 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 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 AIIITek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storagei delivery, erection and bracing of trusses and truss systems, see ANSHTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203-Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Qty Ply 1512 B BLK T24588967 2814388 A15BC, HIP TRUSS 1 . 1- Job Reference (optional) tjuiiuers rlrslbource Imam L:ny, r-L), rianl L:11y, rL - J3btl/, t1.4Ju s Jun z zuzl Nit I eK mousineS, Inc. I Ue JUI 6 11:zl:nb zuzl rage l I D:vgW gkLM89b_5SJgl yNvyjHiHH5m-G9ggaOmNOblOtxVi PY4nl6uHXovO7dMQT7AepRz_ohP r1-4-0, 6-3-6 9-0-0 14-10.4 18-3.8 26.0-8 29-0-0 31=8-10 38-0-0 a9.4-Q 1-4 6-3.6 2-B-10 5-10.4 3-5-4 7-9-0 2-11-8 2-8-10 6-3-6 1-4-0 Scale=1:70.5 5x8 — 7x8 = 5x6 9x4 I 7x10 = 6.00 12 4 30 : 31 5 6 : 32 .7 33 .8 dI 1 2x4 Q ST1.5x8 2x4 3 9 P9 34 STP = ST1.5x8 16 15 28 35 2 ED 10x12 = 8x10 — 21 20 4x6 = 3x6 3x4 = 9-0-0 19 18 17 5xB = 2x4 11 14-10-4 18-3-8 Plate Offsets (X,Y)-- [4:0-2-0,0-2-121, [5:0-4-0,0-4-81, [8:0-4-12,0-4-01, [15:0-3-8,0-4-121, [16:0-8-8,0-5-41, [19:0-1-8;0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) :Udefl Ud -PLATES GRIP TCLL . 20.0 Plate Grip DOL . 1.25 TC 0.48. Vert(LL) 0.70, 17 >648 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.91 . 17 >503 180 BCLL 0.0 Rep Stress Incr ' , YES WB 0.93 Horz(CT) 0.35 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 233 lb FT = 20% CLIMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 4-5,5-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied: Except: BOT CHORD 2x4 SP No.2 `Except 10-0-0 oc bracing: 16-18, 13-15 6-18,7-13: 2x4 SP No.3, 15-16: 2x6 SP No.2 WEBS 1 Row at'midpt 6-15 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=0.8-0: . . . Max Horz 2=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=72494/1522; 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 =-1 259/2369i 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, 5-1 6=-1 634/3322, 6-15=-89.1/409; 12-1 5=-1 203/2655, 8-15=-1859/3649, 8-12=-1268/576, 9-12=7312/363 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) 13-2-1.5 to 29-0-0, Extenor(2R) 29-0-O.to 33-2-15, Interior(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 adequatedrainage 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 al[ areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 77 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 7116" 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 N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 .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.tempoTry and permanent bracing t�►nn! Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYIrekw l 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. Satety.Intormation.available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss p Truss Type p Qty Ply 1512 B BILK T24588968 2814388 A16B HIP TRUSS 1 3 Jab Reference (option 1 Iiuiiaers Ptrst50urce (Plant city,'FL), Plant tatty, FL - 33567, 8.430 s Jun 2'2021 MI -I ek mclustneS, Inc.I ue Jul 6 11:21:57 2021 Page 1 - I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-kLE2okn?9vQtU54uzFbOHJRNpCH2s6UZhnwCLtz_oho rt-4-0, 3-0-0 7-0.0 11-0-14 , 15-0.0 18-3-8 22-2-0 , 26-0-8 , 31-0.0 34-2-12 38-0=0 a9-4-q 1-4-0 3-0-0 4.0.0 4-0-14 3-11-2 3-3-8 3-10.8 3-10-8 4-11-8 3-2-12 3-9-4 1-4-0 Scale=1:69.9 6.00 12 5x6 — 3x4 4x8 = 2x4 11 2 3 25 4 5 5x6 = 2x4 11 6 267 85x8 II 1 14 13 Bx10 = 7x10 — u 19 18 17 16 15 12 11 10 46 _ 3x4 = 46 _, 7x8 = 2x4 11 3x4 46 = ST1.5x8 STP = 3-0-0 7-0-0 11-0-14 15-0-0 18-3-8 19-7-8 22-2-0 25-0-8' 26.0-� 31-0-0 3 3-0-0 4.0.0 4-0-14 3-11-2 3.3-8 1-4-0 2-6-8 2-10-8 0- 4-11-8 9 STP= 4x6 = 3B-0 LOADING (pso 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) 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. FBC2020ITPI2014 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 purlins. 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 o.c 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 Grav_1=3001(LC 13), 9=3207(LC 14) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 1-2=-6015/3477, 2-3=-5369/31.61, 3-4=-8064/4659, 4-6=719049/11231, 5-6=-19381/11409,. 6-7=-17348M0189; 7-8=-16927/10071, 8-9=-6450/3811 BOT CHORD 1-19=-35B5/5665; 17-19=-4481/7204, 16-17=-325/492, 13-14=-11602/19173, 11-13=-326f715, 10-11— 310/699, 9-10=-3295/5635 WEBS 2-19=-1258/2382, 3-19=-2023/1190, 3-17=-876/1748, 4-17=-5492/3376, 14-17=-5692/9553, 4-14=-7257/12131, 10-13= 3270/5401„ 8rl3=-6930/11817, 8-1 0=-1 045f753,_ 6-14=-316/639, 6-13=-1598/1110 NOTES- 1) 3-ply truss to be connected together with 10d (0.1.31 "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'equallyapplied 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- sec ond 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; 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 loan shown covers rain loading requirements specific to the use of this truss component. 61 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify • 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 lb ontllWjiftlatrKMtk 2 Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 property, incorporate this design Into the overall. building design. Bracing indicated is to preyent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 , ANSIITP11 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 4 T245BB968 2814388 Al6B.. HIP TRUSS 1 3 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:21:57 2021 Page 2 ' ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-kLE2okn79vQtU54uzFbOHJRNpCH2s6UZhnwCLtz_oho 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 lb down and 311 lb up at 31-0-0 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: 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=-160(F=-160), 10-22— 20 Concentrated Loads (lb) Vert: 2= 205(F) 8=-205(F) 19=-379(F) 10=-379(F) .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 fog 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarety.lnlormation. 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 T245BB969 2814388 B01 ..... GABLE 1 1 .' Job Reference (optional)' Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc, Tue Jul 6 11:21:58 2021 Page 1 ID:vgW gkLMB9b_5SJgl yNvyjHzHH5m-CXnQ74odwCYk6Ff4Xz6FgX_dPbf_bI-jwRFltKz_ohN -0-8-0 , 4-4-0 8-8-0 9-4-0 , 0-8-0 4-4-0 4-4-0 0-8-0 ° Scale =1:21.5 4x4 = 1 4 ST1.5x8 STP = ST1.5xB STP = m v 0 1-4-0 1.8-Q 4-4-0 7-0.0 � 4-Q_ 8-8-0 1-4-0 -4- 2-8.0 2-8-0 4- Plate Offsets (X Y)-- [2:0-3-8 Edge], [2:0-2-8',Edge], [6:0-3-8,Edge] [6i0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 . CSI. :DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip.DOL 1.25 TC.0.46 Vert(LL) 0.03 9 >999 240 MTN 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 W B 0.02 Horz(CT) 0.00 8 n/a n/a . . BCDL 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 Grav 10=400(LC 21), 8=400(LC 22) FORCES. (lb) -Max. Comp./Max. 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=6.0psf; 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 4-4-0, Exterior(RR) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSVTPI 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. 9LThis 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 N6.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .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 propgdy_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 injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems-, see , ANSIITP11 Ouality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 p Tampa, FL 36610 Job Truss Truss Type Qty Ply 1512 B BLK t T24588970 2814388 1302. .. Common Truss 3 1 Job Reference (optional) t3unaers Mrsibource tviant olty, 1-1L), mant lAny, hL - 33bbf, t1.4JU s JUn z-zUz1 MI I eK maustnes, Inc. I ue Jul b i i:zl:bu zuzl rage l I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-CXnQ74odwCYk6Ff4Xz6FgX_cgbc3blljwRfftKz_ohN -0-8-0 4-4-0 8-8-0 1 9-4.0 4x4 = 3 1 Scale =1:18.7 m a 0 ST1.5x8 STP = ST1.5z8 STP = 1-4-0 1-8-0 4-4-0 , 7-0-0 7.4.0 8-8-0 1-4-0 . 0-4-0 2.8-0 2-8-0 0-4-T 1-4-6 Plate Offsets (X Y)--[2:0-8-0,0-0-10I,14.0-8-0,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0. Plate Grip.DOL . 1.25 TC .0.56 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) bm. 7 >999 180 BCLL 0.0 ' Rep Stress Incir : YES W B 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix -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./Max.. 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-se6ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=24ft; eave=5ft; Cat. II;:Exp C; Encl., GCpi=0;18; MWFRS (directional) and C-C Exterior(2E) -0-8-0 to 2-4-0, Interior(1) 2-4-0 to 4-4-0, Ezferi6r(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 9-470 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) 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'desigried 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 Cott 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �'' a truss system. Before use, the building designer must verify the applicability of design parameters and propeiiy 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 . ANSLITPII ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type p Qty Ply 1512 B BLK { T245BB971 2814388 Col. Hip Truss 1 1 Job Reference (optional tiuuaers rlrstz)ource Priam cny, rL), riant Uly, rt_ - aa00/, I D:vgW gl . 3.1-11 6-2-5 3.1-11 3-0-9 3.82 12 1 4x4 = 2 u.4Su s uUn Z ZUZI Mr I eK Inausines, inc, I ye Uul o i i:Z l:De zuz i rage I M89b_5SJgl yNvyj HzHH5m-hkLoDQpFhW gbkPEH5gdUNkW pK?OhKA4s95PJQmz_ohM 940 3-1-11 4x4 = 3 Scale =1:17.4 04 = 4x4 3 1 11: 6-2-5 9-4-0 — 3-1-11 3-0-9 3-1-11 Plate Offsets (XY)-- [1:0-0-12 Edge], 14:0-0-12,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" ' D.38... Vert(LL) 0.08.. 5-6 >999 240 MT20 244/190 . TCDL 7:0 .. Lumber DOL 1.25 'BC' o.58 . VertCT " 0.08. 5-6 >999 180 BCLL 0.01 ' Rep Stress Iricir : 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 3-9-8 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 BOTCHORD 1.6=-1279/2172,5-6=-1309/2245,4-5=-1277/2172 WEBS 2-6=-231/537, 3-5=-231/536 . . . 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. II; 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 I. . to the use of this truss component. . .... . :4) Provide adequate drainage to'prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora 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 othermembers. 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:-11 end setback. 1 Q) Hangers) or other connection device(s):shall be provided sufficient to support; concentrated load(s)'113 Ib down and 59 Ib up: at, 6-2-5, and 113 Ib down and 59 Ib 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). L'OAD'CASE(S) Standard 1) Dead + Roof:Live'(balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads:(plf) MiTek USA, Inc. FL Cert 6634 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) '. 6904 Parke East Blvd. Tampa FL 33610 Vert: 6= 64(F).5=-64(F) .. July 6,2021 ..� 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 ..Design 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 T24588972 2814388 CA JACK -OPEN TRUSS 4 1- . Job Reference (optional) builders FirstSource (Plant _:City, FL), Plant City, FL - 33567, 8.430 s Jun 2"2021 Mi 1 ek Industries, Inc. "Tue Jul 6 11:22:00 2021 Page ID:vqW.gkLM89b_5SJg1"yNvyjHzHH5m79wvBQlptSgoRLZpTeOBjvy304PVA3ep?018syC2_ohL " 140 0114 1-4`0: 0-11-4 Scale=:1:7.6 " 3 (3)- 0.131 x3.5' TOENAILS Plate Uttsets LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud PLATES GRIP TOLL 2070. Plate Grip DOL. . 1.25 TC 0.26 Vert(LL) . 0.00.. 5 >999 240 .: MTPO ..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 W B 0.00 Horz(CT) 0.00 4 n/a n/a BCDL; 10.0 Code, FBC2020/TP12014 Matrix -MP Weight:5,Ib FT=20% " LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD .2x4 SP No.2 BOT CHORD.: Rigid ceiling directly applied, or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0; 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(LC8) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL'=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2 and 17 Ili uplift at joint 4. Joaquin Velez PE No.68182 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 .. ..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 fot 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 injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSI/rFil Duality 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 BILK' { T245BB973 2814388 CJ1 V . JACK -OPEN TRUSS 4 1 Job Reference (optional) k3wlaers Hrstbource (I'lant Uty, rL), .. Plant L;ny, FL - 33b6/, -1 4 0 1-4-0 6.43U s Jun z zuz1 mi I eK Industries, Inc.: I us Jul 6 11:zz:uu zuz1 rage i ID:vgWgkLM89b_5SJglyNvyjHzHH5m-9wvBQlptSgoRLZpTeO8jvy304PVK3ep?OI8syCz ohL 0_11.4 0-11-4 Scale =1:7.6 0 d N N O m. Io a Plate Offsets -- - - oe LOADING (psf) SPACING- 2-0-0 : CSI. 'DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL ... 1.25 TC 0.26... Vert(LL) . 0.00 . 7 >909 240 MT20 ..244/190 . TCDL 7.0 , . Lumber DOL .1.25 BC 0.04 Vert(CT) 0.00. 7 >999 180 BCLL - 0.0 * Rep Stress Incir YES W B 0.00 Horz(CT) 0.00 2 n/a n/a . . . BCDL 10.0 Code FBC202OfTP12014 Matrix -MP Weight::51b 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 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(LC 1), 4=41(LID 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=4.2p%; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat: II; Exp C; EncI.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C•C for members and forces &.WIWFRS 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 ANS11TP1 1 angle to grain fornlula.: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 lbuplift at joint 4. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cerf 6634 East 6804 Parke Blvd.Tampa ampa FL 33810 Date:. . July 6,2021 ..® 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 foi 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 . ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety./nformation.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' T24588974 2814388 CJ3 .. Jack -Open.. 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc.. Tile Jul 6 11:22:01 2021 Page 1 ID:vgW gkLM89b_5SJgl yNvyj HzHH5m-d6TZd5gW D7wlzjOfC5fyS9bBgpglo539cOuPUfz_ohK -1 4 0 2 11-4 1 4 0 2-11-4: Scale=1:12.7 3 6.00 F1 2: 8 m N 2 x8 TP=. .. ... 4 0` Q, . ... . ..... . 2x4 2-11-4: Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] .. LOADING (pso SPACING- 2-0-0_: CSI. DEFL. in (loc) :I/deft Ud PLATES. GRIP TOLL .: 20.0. . Plate Gdp.DOL ..1.25 TC— 0.26. Vert(LL)"-0.01.. 4-7 >999 240 .: MT20 244/190 TCDL 7;0 Lumber DOL 1.25 BC 6.13' . Vert(CT). -0.01 4-7 >999 180 BCLL 0'.0 Rep Stress lncr: : YES WB 0.00 HOrz(CT) :'-0.00 3 n/a n/a BCDL 10.0 Code FBC2020lTP12014 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 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.. " 11; Exp C;'Encj., GCpi=0.18; MWFRS (directional) and C-C'Exterior(2E)'-1-4.0.to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone; end vertical left and right expr osed;C-C for members and forces & MW FRS foreactions. 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 live load of 20.Opsf on the bottom chord in:ajl 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 62 lb uplift at joint 3 and 193 Ib uplift at joint 2. Joaquin Velez PE N6.68182 MiTek USA, Inc. fL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:.. . July 6,2021 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 MiTeke connectors. This design is based only upon parameters shown, and'is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy;incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ MITek' is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the - , fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , ANSI/TP11 Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd. Safety.lnformation.available from Truss. Plate Institute, 2670 Grain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: - Job Truss Truss Type Qty Ply 1512 B BLK T24588975 2814388 CJ3S Jack -Open Truss 1 1 Job Reference (optional) t Ullaers Plrstl'ource (rlant city, i-L), Plant city, f-L - 3356/, 8.43U S Jun 2 zuz1 mi I eK Inaustoes, Inc.: I UP Jul 6 1122:ul 2U21 Page 1 I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-d6TZd5gW D7wlzjOfC5fyS9bD6ppPo539cOuPUfz_ohK 2912 2-9-12 2-9-12 2-9-12 Scale: 1 °=l' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25.: TC 0.17 Vert(LL) 0.01 .3-6 >996 240 MT2.0 244/190 TCDL 7:0: Lumber DOL ...1.25 BC 0.18. Vert(CT)-0.01.. 3-6 >9i39 .180 BCLL 0.0 '. .. Rep Stress Incr .,YES WB 0.00 Horz(CT) -0.00. 2 n/a n/a BCDL 1000; Code FBC2020np]2014 Matrix=MP . . Weight: 9 lb fT = 20% LUMBER- BRACING- . .. .. TOP CHORD 2x4 SP Nc.2 . TOP CHORD Structural wood sheathing directly applied Or 2-9-12 op purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD --Rigid ceiling directly applied or:10-0-0 oc bracing:' REACTIONS. (size) 1=Mechani6al; 2=Mechanical, 3=Mechanioal Max Horz 1=85(LC 12) Max Uplift 1=-33(LC,12), 2=-76(LC 12), 3=-5(LC 1.2) Max Grav-1=102(LC 1), 2=70(LC 17), 3=50(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. ll; Exp C; Encl., GCpi=0.16; MWFRS (directional) and C-C Exterior(K) zone; end vertical left andAght 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 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 33 lb uplift at joint 1, 76 lb uplift at joint 2 and 5 lb uplift at joint 3. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL CeR 6634 6904 Parke East Blvd. Tampa FL 33610 .. :. .. Date .. .July 6,2021 ..,& 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 MiTekO connectors. This design is based only upon parameters shown, and is foi an individual building component, not a truss system. Before use, thediutlding 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 possible personal irijury_and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component .. 6904 Parke East Blvd. Safety.Information. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 366101' Job Truss Truss Type Qty Ply 1512 B BLK T24588976 2B14388 CJ3V .. JACK -OPEN TRUSS 4 1 Job Reference (optional) tsuuaers mrstbource imam ony, rt-i, mart city, I-L - 400W, -1-4-0 1-4-0 8.4ou ] dull L 4U41 IVII I CR II IUUAlI1CJ, II IU. I U. JUI O I I .G — . I ­V. I I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-5J1 xrRr8_R29bszsmpAB_N8MaDAVXYJIr2dzO5z_ohJ 2-11-4 2-11-4 Scale=1:12.7 O Plate Offsets (X Y)-- [2.0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in (loc) :Vdefl Ud ..PLATES GRIP TCLL 20.0 Plate Grip.DOL .1.25 TIC 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 WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 (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=244; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-14,O.to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MW FRS forrreactions 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) 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 67 Ib,uplift at joint 3 and 174 lb uplift at joint 2. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July. 6,2021 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 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 , ANSI/?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safe ty : 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 T24588977 2814388 CJ5. Jack -Open 3 1 Job Reference (optional) iuticiers f-IrstSOUrce (rtant litty, rL), .. rlant city, t-L - 33b6/, m4ou s uun Z ZUZ t twl I eK Inausirtes, Inc. t ue Jul o I I;ee;VO eue I raye r I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-ZVbJ2nsmilAODOY2KW iQXahTYcPRG7ZS4iNWZXz_ohl -11 0 4.11-4 _ 1-4.0 + 4-11-4 Scale=1:17.6 Io co N m '6 N N 3x4 = 4114 .. ... .. 4-11-4 ... .. Plate Offsets (X Y)-- [2.0-1-4 0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft- Ud :PLATES . GRIP TCLL 20.0 Plate Grip.DOL. 1.25 TIC 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 Incr :. YES WB 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- 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 Horz2=214(LC 12) Max Uplift '3=-128(L.0 12),2=.196(LC 12) Max Grav 3=122(LC 17), 2=262(LC 1), 4=86(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-14-0.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 & 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196'Ib 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: July 6,2021 . 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 MiTekO connectors. This design Is based only upon parameters shown, 'and 'Is for an individual building component, not 'a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building 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 or trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component .. 6904 Parke East Blvd. Satetylnformation. 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 E T245BB978 2814388 CJ5S Jack -Open Truss 1 1 Job Reference (optional) Buuaers Firstaource frianr City, FQ, runt City, FL. - Jabot, 8.430 s Jun 2 2021 1vu 1 UK urUuanes, urc. 1 ue Jw o 1 ccc.UO 4V41 rage 1 ID:vgW gkLM89b_5SJgl yNvyj HiHH5m-ZVbJ2nsmilAODOY2KW iQXahSAcOZG?ZS4i N WZXz_ohl 4912 4-9-12 Scale=1:16.9 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 3-6 >819 240 MT20244/190 TCDL 7.0: Lumber DOL 1.25 BC 0.52 . Vert(CT) -0.05 3-8 >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/TP12014 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 1.2), 3=-2(LC 12) Max Grav 1=176(LC 1), 2=124(LC 17), 3=85(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; 13=4511; L=24ft;'eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0=0-0ao 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 & 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 nonconcurrent with any other live loads. 4) ' This truss has been designed for alive 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 59 lb uplift at joint 1, 1371b uplift at joint 2 and 2 Ib 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 N6.68182 MiTek USA, Inc. FL Coif 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 . . . .. .. I ..® 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 . Welk' 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 ANSUlpll Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply 1512 B BLK a T24588979 2814388 CJ5V JACK -OPEN TRUSS 4 1 Job Reference (optional) [luttaers rlrsmource trianl lilty, t-LI, . rlam Ldty, rL - 0,1091, 0.9dU 5 dun Z ZUL I w11 I eR IIIUUbUles, IIIG. I Ile OW 0 1 1.44-4 —41 ray. 1 ID:vgW gkLM89b_5SJgl yNvyjHzHH5m-1 h9hG7tOW21tgA7EtEDf3oDdg010?SpbIM645_z_ohH -1-4-0 4-11-4 -- - 1r4-0 4-11-4 Scale=1:17.6 1 Plate Offsets (X Y)-- [2.0-1-3 0-0-81 LOADING (psf) SPA CING• 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES . GRIP TOLL 20.0 Plate Grip.DOL 1.25 TC 0.60. Vert(LL) 0.07. 4-7 >810 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Inc-r YES WB 0.00 Horz(CT) . -0.01 3 n/a n/a BCDL_ 10.0 Code FBC2020/TP12014 Matrix -AS 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) 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) -1 :4-O.to 1-8-0, Interior(1) 1-8-0 to 4-.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 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) 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 7/16" 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 Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® 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 verify the applicability of design parameters and properly Incorporate this design into the overall • building design. Bracing indicated is to preyenf 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, 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' i T245B89BO 28143.88 EJ7. ..... JACK -OPEN TRUSS 7 1 Job Reference (optional) timaerS t-Irsujource frlant.ury, rL), mant Laty, rL- 33b6f, . H.43U s Jun z-zuzl mi I eK InaustneS, Inc. I Ue Jul 6 11:22:U4 ZU21 I-age:I ID:vgWgkLM89b_5SJgl yNvyjHzHH5m•i h9hG7tOW21tgA7EtEDf3oDZVOgj?SpbIM645_z_ohH i40 700 1-4-0 7-0-0 Scale = 1:23.0 3 • I I 1 4x4 = . .. . 4 7-0-0 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. TC 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 . 4-7 ' >389 180 BCLL 0.0 '. Rep Stress Incr .. . YES W B 0.00.. HOrz(CTj -0.01. 3 n/a n/ia BCDL 10.0. Code FBC2.020ITP12014 Matrix -AS Weight: 24 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.'l . TOP CHORD Structural wood sheathing directly applied: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied:: . 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) Max Grav 3=183(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) fvlaz. 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., 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 load nonconcurrent with any other live loads. 4) "This truss has been designed for alive. load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of miss, to bearing plate capable of withstanding 195 lb uplift at joint.3.and 2.17 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. .� 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 fog an individual building component, not 'a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MOW. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Itll� l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI?P11 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 ' o' r' ! T24588981 2814388 EJ7S .. Jack -Open Truss 8 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:22:05 2021 Page 1 ID:vgWgkLM89b_5SJg1yNvyjHzHH5m-Vtj3TTtOHMQkSKhRRxkuc?mkrQ?8kv3kXOsddQz ohG 6-10-8 6-10.8 . scale 1:22.3 2 6.00, 12 m 8 m o .. 7 3 3x6 = 6-10.8 6-10.8 ... LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 : TC 0.89 :Vert(LL) 0.21 .3-6' >397 240 MT20' 244/190 TCDL 7.0 Lumber DOL 1.25 BIC 0.84... Vert(CT) '-0.19.. 3-6 >420 .180 BCLL Oi0 Rep Stress Incr ..'YES WB 0.00 .HOrz(CT) -0.02 2 n/a n/a BCDL 10.0. Code FBC2020fTPl2014 Mafrix=AS Weight: 22 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) 1=Mechanical; 2=Mechanical, 3=Mechanical Max Hori 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) - Max. Comp./Max. Ten..-. All.f6r6es.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. 11; 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 6-9-12 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 fora 10.0 psf bottom chord. live load nonconcurrent With .any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 Ib 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 Cerf 6634 6904 Parke East Blvd. Tampa_FL ,33610 . Date: July 6,2021 . . .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 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 pennanentbracing " ITek' is always required for stability and to prevent collapse with possible personal injuryanal property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSI?PII 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 City Ply 1512 B BLK T24588982 2814388 EJ7V JACK -OPEN TRUSS 6 1 Job Reference (optional) Duuuers nrsravurue tntsnt uny, rL), - . want Uly, rL - asa0r, . ts.4ju s dun z 2uzl mi I eK Inauslnes, Inc. I ue Jul 6 l l:zz:ub zuzi rage 1 ID:vgW gkLM89b_5SJgl yNvyjHiHH5m-z4GShpue2fYb4UGd7eF79DJuKgMXTMlumgbA9sz_ohF 1-4-0 5.0-0 7-0-0 1-4-0 5.0-0 2-0-0 a Scare'=1:23.1 1 44. ; Plate Offsets (X,Y)-- [2:0-1-15,Edge LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP . TCLL 20.0. Plate Grip DOL 1.25 TC 0.91--- Vert(LL)''' .0.21. 4-7 >388 240 .. .. MT20 244/190 . TCDL 7:0 Lumber DOL 1.25 BC 6.83 Vert(CT) -0.22 4-7 >378 180 BCLL 0'.0 ' Rep Stress Incr . - YES WB 0.00 HOrc(CT) . -0.03 3 n/a - n/a . . BCDL; 10.0 Code FBC2020/TPI2014 Matrix -AS 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 Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-21 O(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.. .. 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 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 bottomchord'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 ANSIITPI 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. M1 Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.36.10 Date: July 6,2021 ® 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 buckling of individual truss web chord members only. Additional, temporary and permanent bracing MiT®k" 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 . ANS11TPII 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 p Tampa, FL 36610: Job Truss Truss Type Qty Ply 1512 B BLK { +� °A T245BB986 28143,88 Z01 Jack -Open Truss 2 1' . Job Reference (optional) tyunaers rirsioource Priam tiny, rL), .. riant ldty, rL - JJDO/, .. 0.9Cly a Jun c cvc r rvu r en a ruuauloa, a ic. i ue Jv, u I I-- I D:vgW gkLM89b_5SJgl yNmHzHH5m,OfyaJgwXKawAxc?CgnogmrxX3l Yygj2KSegrmBz_ohC 1 5 5 2-1-11 - 1-5-5 ..2-1-11 — Scale=1:10.2 3 m v 0 "' .. m .. - .. 4 1 3x4 = . .. . . 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) Wall Ud :PLATES GRIP TCLL -. 20.0..... Plate Grip.DOL .1.25 TC' .0.37. Vert(LL)""'-0.00 7 >909 240 .. .. MT20 244/190 TCDL 7.0 .. Lumber DOL 1.25 BC 0.08. Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr : YES WB 0.00 Horz(CT) 0.00 2 n/a r1%6 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 Horz 2=122(LC 12) Max Uplift 3=-27(LC 12), 2= 204(LC 12) Max Grav 3=37(LC 17), 2=182(LC 1), 4=32(LC 3)so FORCES. (Ili) -Max. Comp:/Max.. Ten. --All forces 25.0 (lb) or less elicepf 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 Comei(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. 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 of20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any 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 27 lb uplift at joint 3 and 204 lb uplift at joint 2. ... . Joaquin Velez PE No.68182 ... .. M[Tek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Dater July. 6,2021 .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 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 MI W 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 . AIVSIITP11 Duality Criteria, DSB-89 and SCSI 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 �a�. Oty Ply 1512 B BLK 1 � T24588987 2814388 Z02, Jack -Open Truss 2 1 Job Reference (optional)' . Cunoers fIrSlSOufce kviant Uny, t-L), Plant tarty, rL - 33bbl, - i a.43u s.JUn Z ZUZ I Mr r eK Inuusines, inc. I ye Jul o i i;ee;ue zuz r rage. r I D:vgW gkLM89b_5SJgl yNvyjHzHH5m-OfyaJgwXKawAxx9CgnogmrxYpl Yl gj2KSegrmBz_ohC -1-4-0 2-0 0 1-4-0 :2-0-0.. Scale= 1:10.3 3 8 6.00 F12 2 o 1 4. ... 3x4 =. 200 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I/defl Ud 'PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 . TC 0.26 Vert(LL) -0.00 7 >999 240 :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 W8 6.00.. Horz(CT) 0.00. 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9lb. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 . TOP CHORD Structural. wood sheathing directly applied'or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) . 3=Mechanical, 2=0-4-0, 4=Mechanical Max 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 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=24fh eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-.1-4-0-to 1-8-0, Interior(1) .1-8-0 to 1-1:1-14 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 dive 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 fo girder(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 lb uplift at Joaquin Velez PE No.6818.2 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 propedyincorporate 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 , , ANSVTP11 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 i.. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4" Center plate on joint unless x, y 6 4-g Failure to Follow Could Cause Property, dimensions shown'in ft-in-sixteenths offsets are indicated. (Drawings not to scale) Damage Or Personal Injury Dimensions are in ft-ih-sixteenths: - 1. Additional stability bracing for truss system; e.g. Apply plates to both sides of truss j 2 3 diagonal or X-bracing, is always required. See SCSI. and fully.embed teeth. : - TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 C2.3 wide truss spacing, individual lateral braces themselves may require bracing; or alternative Tor I WEBS 4. bracing should be considered. p 3. Never exceed the design loading shown and never N 2. ' 3 �� 3 O stack materials on inadequately braced, trusses. rJ. N U a6 d 4: Provide copjes of this truss design to the building d designer, erection supervisor, property. owner and For 4 x 2 orientation, locate O c7-8 Csa cs-s F- all other. interested parties. lates 0='hs' from outside BOTTOM CHORDS p 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 NUMBERED/LETTERED. CLOCKWISE locations are regulated by ANSIfrPI i. required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO: Design assumes trusses will be suitably protected from Connector plates. THE LEFT. the environment in accord with ANSI/rPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. : 8. Unless otherwise noted, -moisture content of lumber Plate location details available in MiTek 20/20 NUMBERSILETTERS. shall not exceed 19 % at time of fabrication. software or upon request: 9. Unless expressly noted, this design is not applicable for j PLATE SIZE PRODUCT CODE APPROVALS_ use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of:truss fabricator. General practice is to 4 X .� width measured perpendicular- ESR-1311, ESR-1352, ESR1988 camber for dead load: deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation. and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12..Lumber used shall be of the. species and size, and ..in all respects, equal to or better than that specified: Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or purlins provided :at by:tezt 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. 15. Connections not shown are the responsibility of others. Do not ut r alter truss. 16. c o uss member or plate without prior. Indicates'IOCation where bearings: : approval of an engineer. (supports) occur. Icons Vary but _ © 2012 MITek@) 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. ��0 environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words An Specification for Metal and pictures) before use. Reviewing pictures alone NSI/TPI1: National Design p Plate Connected Wood Truss.Construction. is not sufficient. DSB-89: Design Standard for Bracing. ® 20: Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. BCSI:, Building. Component Safety Information,tY Guide to Good Practice.for. Handling,, M:!Tek 21.The design does not take into account any dynamic Installing & Bracing Of Metal Plate or other loads other than those expressly stated. - Conne'cted. Wood Trusses. MiTek Engineering Reference Sheet:. MII-7473 rev..5/19/2020 .