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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 j F: (407) 880-2304 E: info@fdseng.com GF; D 8 Website: www.fdseng.com' ENGINEERING ASSOCIATES March 23, 2021 Building Department Ref: Adams Homes Lot: Lot 121 Blk. 5 Subdivision: Fort Pierce - Waterstone Address: 5346 San Benedetto Pl. Model: 1780 B RHG KA # 21-3105 Truss Company: Builders First Source Date of drawings: 3/12/21 Job No.: 2699498 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn 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 techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 3/23/2021 Carl A. Brown, P.E. FL. # 56126 3/23/2021 Scott Lewkowski, P.E. FL. #78750 1 t I Z pt1.� s � � No 87 4 v .N' •• S q TE OF 11jAL ,Luis Pablo To es, Y P B A 8110" FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" I a momF t t mom was W&N WIN- CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. -' ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. 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 Backcharges 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 BUILDER: Adams Homes PROJECT: Single Family MODEL: 1780 B ADDRESS: 1 5346 SAN BENEDETTO PL LOT / BLOCK: 12116 • OReviewedandApp—ed ❑Reviz.ARavbmd SUBDIVISION: WATERSTONE ❑Reviewed-ffiMntiom ❑NwReviewed(seeeapbeation) CITY; FT PIERCE CoDeCirmsorL®rms made aaexlm{Tmmt snbrmitals arsbop draw•hrgs dining Ousrevicwdo DRA KSANCHEZ nit relieve Coffiaclor from tovgtiance with eegmremm§ of OIe drawings aDd apeafia - project =it This check is ply for review of ocemd cont'omutte with the concept of the pro J 2699498 # al om geniVliaaco with the mf—fi, given in the caahact docomeam The conhader is E: E: 03/11/2021 SCALNTS TespomkLle fin mn6emmg atd madaOog an gaaniih and dancamens; selector fibriatim FfoceI and techmilm ofoonsimcfte :mordmatmg his Xcrkwith that ofall other hales and _ peffimmg his we* hi a safe mdsatisftamyman— PLAN DATE: 2021 FDS ENGINEERING ASSOCIATES REVISIONS: - Date 03232021 By BA Submittal No.: RejecI 21-3105 P n ct Eag- I -Toga 1 -FrojeaName: ams AdHomo-FLltiace-W9crS1ovelat121B1t5 2. 3. DIM j VERIFY ALL ENSIONSANDCEUMCOMMONS PRIOR TOAPPROVAL 4. SOh¢ CEI[ING FRANNG REQUIRED IN FIELD BY BUILDER D MAIN MM FORCE RESISTING SYSTEWCL HYBRID W WD MCU46 ENCLOSED IMPOR ANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY R This Drawing Mu Be Approved And _ NANDLOgO1601VN WIND WFORTANCE FACTOR 1.W Returned Befo Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LNE LOAD Begin. For Your rotection Check All NONCONCURRENr WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APOf Plan. ROOF LOADING FLOOR LOADING BELO SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: qp pgp BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. —RE: 2699498 - LOT 121/5 WATERSTONE MiTek.USA, Inc. Site Information: 6904 Parke East Blvd. Tampa; FL 33610-4115 Customer Info: Adams Homes PortSt Lucie Project Name:.2699498 Model: 1780 B Lot/Block: 121/5 Subdivision: WATERSTONE Address: 5346 SAN BENEDETTO PL, . 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 Load.ing Conditions): Design .Code:. FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf this package includes.37 individual, Truss Design Drawings and 0 Additional Drawings. With my. seal affixed to this sheet, I hereby certify that I am the Truss Design•Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional -Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23177163. A01 3/12/21 23 T23177185 CJ5 3/12/21 2 T23177164 A02 3/12121 24 T23177186 CJ5V 3/12/21 3 T23177165 A03 3/12/21 25 T23177187 EJ7 3/12/21 4 T23177166 A04 3/12/21 26 T23177188 EJ7A 3/12/21 5 T23177167 A05 3/12/21 27 T23177189 ERV 3/12/21 6 T23177168 A06 3/12/21 28 T23177190 EJ210 3/12/21 7 T23177169 A07 3/12/21 29 T23177191 EJ210A 3/12/21 8 T23177170 A08 3/12/21 30 T23177192 EJ210B 3/12/21 9 T23177171 A09 3/12/21 31 T23177193 EJ210C 3/12/21 10 T23177172 A10 3/12/21 32 T23177194 EJ21OD 3/12/21 11 T23177173 A11 3/12/21 33 T23177195 HJ7 3/12/21 12 T23177174 Al2 3/12/21 34 T23177196 HJ7V 3/12/21 13 T23177175 A13, 3/12121 35 T23177197 HJ210 3/12/21 14 T23177176 . A14 3/12/21 36 T23177198 HJ210A 3/12/21 15 T23177177 B01 3/12/21 37 T23177199 HJ210B 3/12/21 16 T23177178 B02 3/12/21 17 T23177179 CJ 1 3/12/21 18 T23177180 CJ 1 A 3/12/21 19 T23177181 CAB B 3/12/21 20 T23177182 CJ 1 V 3/12/21 21 T23177183 CJ3 3/12/21 22 T23177184 CJ3V 3/12/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ���r� under my direct supervision based on the parameters ���`�P,�.�E� . F F�� �i provided b Builders FirstSource Plant City, FL). P Y ( tY� Truss Design Engineer's Name:. Finn, Walter 39 •: My license renewal date for the state of Florida is February 28, 2023. * •. yk ' _' IMPORTANT NOTE: The seal on these truss component designs is a certification that the STATE OF engineer named is licensed in the jurisdiction(s) identified and that the •• • ((jam designs comply with ANSI/TPI 1. These designs are based upon parameters 40 XN: 0 P.• �i ��►' O ik I �•'��-N shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek orTRENCO. Any project specific information included is for MiTek's or �I����MF►` TRENCO's customers file reference purpose only, and was not taken into account in the ;,,��!• preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters 'or the designs for any particular building. Before use, WalterP.Flnn PE No. 9 the building designer should verify applicability of design parameters and properly MITek Us& J& fL Celt 663d incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. 69D4Pa"'. EWBiv,d Ta,*AR_33610 D W, March.12,2021 Finn, Walter 1 of 1 Joll I russ truss type Uly Fly LU 11Zl/b VVAI tKA' I UNt T23177163 2699498 A01 Special Truss �10 1 ' Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:35 2021 Page 1 ID:g65k6Z?uMiuQXUS7?YA4XyW46R-T6yXW8E5pRs7523A151XEarKSasPnR7Asy3LHvzbzV2 1 4-0 5-1 -1 8 8-0 13-1-11 20-0-0 26-105 314-0 34-0-15 10-0-0 1 4- 14=0 5-11-1 2-8-15 4-5-11 6-10-5 6-10-5 45-11 2-8-15 5-11-1 1 3-0 Scale = 1:72.2 5x6 0 6x8 � 3.00 12 5x8 Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 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=437(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1552(LC 1), 10=1852(LC 1) 4-1-7 . . 93-5 ' 8-8-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TC 0.95 Vert(LL) 0.70 12-13 >687 240 MT20 244/190 BC 0.95 Vert(CT) -1.16 12-13 >414 180 MT20HS 187/143 WB 0.96 Horz(CT) 0.63 10 n/a n/a Matrix -AS Weight: 212 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4917/2706, 3-4=-4718/2561, 4-5=-4745/2673, 5-6=-2418/1540, 6-7=-2411/1536, 7-8=-4745/2673,8-9=-4719/2561,9-10=-4917/2706 BOT CHORD 2-15=-2277/4745, 14-15=-1339/2945, 13-14= 685/1867, 12-13=-1339/2831, 10-12=-2277/4435 WEBS 6-13=-467/933, 7-13=-1103/746, 7-12=-963/2000, 6-14=-471/988, 5-14=-1171/745, 5-15=-963/2163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)? This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. SjrProvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=803, 10=803. 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. QIgIN R ,P,�����i �-�E.... NO 29839 .. A F 4 Walter'P Flori FE'No.22839. MIek USA,JInc: FL,Ce,'it 66�4 69.0.4 Parke#ast BlvdJiinOFL 33610 - Date: March 12,20, ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 MITeIC• 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/rPli quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Irdormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Ooo. I toss I toss I ype uty my LUI7211b'VVAI tKS I UNt T23177164 2699498 A02 Hip Truss 1. Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:36 2021 Pagel ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xJVvjUFjaIJCeMboYmmnNVf B3WORK4cpvpLzbzV1 1 4-0 5-11-I. 8-8-0 14-4-11 19-0-0 21-0-0 25-7-4 31-4-0 _ 34-0-15 40-0-0 1-4- 1-4-0 5-11-1 2-8-15 5-8-11 . 4-7-4- 2-0-0 4-7 4 5-8-11 2-8-15 b-11-1 1-_4 Scale=1:74.3 5x6 = 5x6 = 6 7 1.5x8 STP�— 26 1 2 3x4 = 5x8':::- 3.00 12 8-8-0 - 14-4-11 19-0-0 9-8-0 n_zn 5x8 Zz LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.65 18-19 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.95 18-19 >504 180 MT20HS 187/143 BCLL 0.0 * .Rep Stresslncr YES WB 0.51 Horz(CT) 0.65 Al n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 224 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-19,11-13: 2x4 SP No.1 WEBS 1 Row at midpt 4=18, 5-17, 8-16, 9-14 WEBS 2x4 SP No.3' WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS.- (size) 2=0-8-0, 11=0-8-0 Max Horz 2=418(LC 9) Max Uplift 2=-803(LC 10), 11m-803(LC 10) Max Gram 2=1552(LC 1), 11=1552(LC 1) FORCES. (lb) -Max. Comp.%Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4890/2640, 3-4=-4727/2535, 4-5=-3007/1735, 5-6=-2237/1427, 6-7=-1957/1344, 7-8=-2237/1427, 8-9=-3007/1735, 9-10=-4727/2535, 10-11=-4890/2640 BOT CHORD 2-19=-2216/4699, 18-19=-1960/4367, 17-18=-1133/2711, 16-17=-692)1957, 14-16 1133/2632, 13-14=-196o/4159, 11-13=-2216/4409 WEBS 4-19=-487/1254, 4-18=-'1807/903, 5-18=-323/888, 5-17=-1189/670, 6-17=-464/817, 7-16=-464/817, 8-16=-1128/670, 8-14=-323/823, 9-14=-1666/903, 9-13=-487/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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)'All plates'are MT20 plates unless otherwise indicated. 6)' This truss has been designed for a' 10.0 psf bottom chord live load nohconcurrent with any other live loads. 7) * This truss has beendesigned 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')~Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle, to grain formula. Building designer should verify capacity of Bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=803, 11=803. 10) 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 Mi rek0 connectors. This design is based only upon parameters shown, and'is for an individual building c0mporient, 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 19e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . . _I►AM'-lTk fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MEast Blvd. 36610 D 20601 Tampa, FL East O R M010 March 12.20, ,Ioo Iuss Iuss lype ury rly LVI 7L1/0'yVHItKJIUNt T23177165 2699498 A03 Hip Truss 1 1 Job Reference (optional), Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:38 2021 Pagel I D:g65k6Z?u VI iu QXUS7?YA4XyW46R-thdg89Gz6MEiyWoliDaErCTr9owi_oicYwlOuEzbzV? r1 4-0, 5-11-1 8-8-0 1 12-6-4 17-0-0 23-0-0 27-5-12 31-4-0 34 0 15 40 0 0 41 4 q 1 4 0 5 11 1 2 8-15 3-10-4 4-5-12 6-0-0 4-5-12 3-10=4 2-8-15 5-11-1 Scale=1:75.9 5x6 = 5x8 = 6.00 12 6 7 co 0 ro 3x6 = 4x10 MT20HS ::r- 3.00 12 410 MT20HS o-c-u 17-0-0 23-0-0 31-4-0 40-0-0 - 8-8-0 8-4-0' 6-0.0. 8-4-0 .. 8-8-0 .. Plate Offsets (XY)-- [2:0-0-14 Edge] [3:0-3-0 0-3-0] [6.0-3-0 0-2-0] [7:0-6-0 0-2-8] [10.0-3-0 0-3-01[11'0 0 14 Ed e] [13.0 7 0 0 3 8] [17'0 7 0 0 3 8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) - 0.66 13-14 >729 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.18 13-14 >405 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.97 Harz(CT) 0.63 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied'. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied. 15-17,13-15: 2x4 SP No.1 WEBS 1 Row at midpt 7-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 11=-803(LC 10) Max Grav 2=1815(LC 15), 11=1818(LC-16) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD_,- 2-3=-5917/2739, 3-4=-5702/2600, 4-5=-5762/2720, 5-6=-2900/1596, 6-7=-2592/1504i 7-8=-2805/1596, 8-9=-5490/2720, 9-10=-5434/2600, 10-11=-5661/2739 BOT CHORD 2-17=-2308/5641, 16-17=-1400/3641, 14-16=-907/2604, 13-14=-1400/3238, 11-13=-2308/5119 WEBS 5-17==969/2524, 5-16=-1279/686, 6.16=-404/l008, 7-16=-257/259, 7-14=-404/1120, 8-14=-1215/686, 8-13=-969/2358 NOTES- 1) Unbalanced roof live loads'have been considered for this design. 2) Wind: ASCE 7=16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=46ft; L=40ft; eave=5ft; Cat. II; Exp C; Enc1., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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) All plates are MT20 plates unless otherwise indicated. 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, -with BCDL = 1A.Opsf. 8) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer_ should verify capacity of bearing surface: 9 `Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=803, 11=803. 10) 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'. No ;22839 March 12,20, ® 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 oriy 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 WOW' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke 36610 East JOD I Fuss 2699498 A04 Builders FirstSource (Plant City, FL r1 4-0 51-4-q 5-1-11-1-1 1 Iruss type Hip Truss Plant City; FL - 33567, 6.00 12 5x6 5 20-0-0 ury my LU I 1 Z1 /S:VVA.I tKJ I UNL 1 1 Job 8.430 s Feb 12 2 I D:g65k6Z?u Vliu QXUS7?YA4XyW41 3x4 = 5x6 = 6 7 T23177166 erence (ootionah MiTek Industries, Inc. Thu Mar 11 14:10:39 2021 Page 1 uB2VHbtgMZagNxGx5TOP?ORBDnjLxmnal ZQgzbzV 34-0-15 , 40-0-0 '1-4-0 25 Scale = 1:75.9 <n 0 �n 26 1.5x8 STP = 0 0 10 _ I0 N 11 v 4x10 MT20HS % 3:00 12 4xl0 MT20HS 8-0 15-0-0 25-0-0 8 8$-0 6-4-0 - 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l I/deft L/d TCLL - 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL), -0.72 13-15 >665 240 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.26 13-15 >380 180 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.65 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 *Except* BOT CHORD 14-16,12-14: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1819(LC 15), 10=1819(LC 16) FORCES. (lb) - Max. Comp../Max. Ten. -All forces 250 (lb) 'or less except when shown. TOP CHORD 2-3=-5861/2810, 3-4=-5696/2740, 4-5=-3344/1769, 5-6=-2990/1684,_6-7=-2891/1684; 7-8=-3236/1769, B-9=-5446/2740, 9-10=-5623/2810 BOT CHORD 2-16=-2370/5549, 15-16=-2155/5201, 13-15=-1260/3101, 12-13=-2155/4731, 10-12=-2370/5075 WEBS 4-16=-512/1:525, 4-15=-2274/1098, 5-15=-454/1162, 6-15=-340/179, 6-13=-340/179, 7-13=454/1184,8-13=-2144/1098,8-12=-512/1419 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 201lb FT=20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 4-15, 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exierior(2R) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 7)" This truss has been designed for live load of 20.Opsf on the bottom chord in allareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 8) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 93'Provide.mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jt=lb) 2=803, 10=803. 10) 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. llll/���,I ER P No .22839 March 12.20; ®WARNING - Verify design parameters and READ.NOTES ON THIS AND IN 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; hot• 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 .@k �� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - ;M'1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I cuss I russ I ype Ury My LU 172l/b:VVHI tKJ I UNt T23177167 2699498 A05 HIP TRUSS 1 1 Job Reference (optional),. Builders FirstSource (Plant'City, FL), Plant, City, FL - 33567, 8.430 s "Feb 12 2021. MiTek Industries, Inc. Thu Mar 11 14:10:40 2021 Page 1 -0-0 5-1I D:g65k6Z?uMiu QXUS7?YA4XyW46R-g41QZrl DezUQCpy84g0e-d0i-x0dYLlbexSiiv1?-4E- n6x6zbzUz 2-0-0 14-0 30-153 -011 7-8 -0 15-4 4 2-8-5-11-1 1-4-0 Scale=1:74.0 6x12 MT20HS 6.00 12 2x4 II 5x8 = 4 26 27 5 28 296 4 0 Io7 N 0 1.5x8STP= 5x12= 3x4 I 3x6 ZZ 3x$ i i 6x8 3.00112 LOADING (p5f) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Lid. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.46 17-20 >247 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.40 17-20 >284 180 BCLL 0.0 .* Rep Stress Incr YES WS 1.00 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD '2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 2-16: 2x4 SP M 31, 5-15: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2=-492(LC 20), 9=-537(LC 10), 17=-1277(LC 10) Max Grav 9=1021(LC 16),.17=2406(LC 1) " FORCES. (lb) -Max. Comp./Max. Ten. -,All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/1376, 3-4=-655/1623, 4-5=-904/645, 5-6=-907/640, 6-7=-1453/880, 7-8=-2470/1350,8-9=-2775/1522 BOT CHORD 2-17=-1237/447, 16-17=-415/447, 5-13==429/417, 12-13=-376/1277, 11-12=-896/2141, 9-11=-I 205/2473 WEBS 3-17=-457/640, 4-16=0/251, 4-13=-724/1429, 6-13=-512/271, 6-12=-253/652, 7-12=-1083/607, 7-11=-293/784, 8-11=-280/258, 13-16=-412/497, 4-17=-2231/1077 40-0-0 PLATES -GRIP " MT20 244/190 MT20HS 187/143 Weight: 222lb FT=20% Structural wood sheathing directly applied: Rigid ceiling directly applied. Except: 10-0-0 cc bracing:13-15 1 Row at midpt 4-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0'to 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Extedor(2R) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0,'Exterior(2E) 37-4-0 to 41-4-0 zone; porch left 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 [dad shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5)'AII plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load noncohcurrent 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. 8f 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=492, 9=537, 17=1277. 10) 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. 1 No ,22`839 v _ :9 S�tIA�'O, ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 MOW design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Nialdorf, MD 20601 Tampa, FL 36610 rn 0 paFL33610 March 12.20, Joo Iruss Iruss type Ury VIy LVI 721/b WHI LKb I VNL T23177168 2699498 A06 HIP TRUSS 1 1 ' r Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:41 2021 Page 1 ID:g65k6Z?uM!uQXUS7?YA4XyW46R-IGJomBJrPHcHpzXKO M8xTg5Rb?vNBGP3Eu Wg UZzbzUy 1 4-0 5-9-4 11-0-0 16 4-0 20 8-0 29-0-0 31 4-0 34-0-15 40-0-0 1�- 1 4-0 5-9 4 5-2-12 5 4-0 4 4-- 8 4-0 24-0" 2-8-15 5-11-1 1-4-0 ,t Scale=1:72.6 5x6 5x8 = 428 .. 29 530 6A0 12 4x6 = 6 31 5x6 = 7 33 3x4 8 M 35 n 1.5x8 STP = 0 11 o Y 1 \lQ M N Iv 0 3x8 i 1.5x8 STP = 3x6 = 3x4 = 2x4 I I 3x6 3.00 L12' I 6x8 = 3x6 = i 9-4-0 11-0-0 16-4-0 20-8-0 1-8- 29-0-0 31-4-0 40-0-0 9�-0 . 11-0 5-4-0 4-4-0 -0- 7 4-0 2 4 8-8-0 Plate Offsets (X,Y)-- [2:0-2-9 0-1-8] [4:0-4-0 0-2-81 [5:0-4-0 0-3-01 [7:04-0 0-2-8] [10:0-2-10 0-0-7] [14:0-7-4 0-4-01 _[__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.59 Verf(LL) 0.46 20-23 >244 240 MT20 244/190 TCDL ' 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) . 0.40 20-23 >279 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 10. n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-18: 2x4 SP No.1, 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 20=0-8-0 Max Horz 2=254(LC 9) - Max Uplift 2=-624(LC 20), 10=-530(LC 10), 20=-1321(LC 10) Max Grav 10=991(LC 16),,20=2562(LC 1) FORCES.: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-496/1656, 3-4=-726/1838, 4-5=-350/939, 5-6=-1079/630, 6-7=-1577/973, 7-8=-1738/1013, 8-9=-2366/1285, 9-10=-2680/1514 BOT CHORD 2-20=-1450/545, 19-20=-966/783, 6-14=-572/491., 13-14=-243/1147, 12-13=-818/2045, 10-12=-1198/2407 WEBS 3-20=-379/574, 4-20=-2181/821, 4-19=-288/1063, 5-19=-1492/866, 5-14=-497/1256, 6-13=-327/527, 7-13=-102/501, 8-13=-756/405, 8-12=-324/727, 9-12=-323/330 Weight: 223Ib FT=20% Structural wood sheathing directly applied. Rigid ceiling directly. applied. Except: 10-0-0 oc bracing: 14-16 1 Row at.midpt 4-20, 5-19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left 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 waterponding. 5)4-This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live [bads. 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) 10 considers parallel to grain value using ANSIfrPI 1 angle to.grain formula. Building designer should verify s1capacity 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=lb) 2=624, 10=530, 20=1321. 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. Alta 'Oobaa. March 12,20, ® WARNING -Verify design parameters and READ.NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This 'design is based only upon parameters shown; and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��//�� �{ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing :IYI�I.p. k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 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 JOD muss Iruss type Ury Fly LUI 1Z1/0VVAItK11UNt T23177169 2699498 A07 HIP TRUSS 1 1 Job Reference (optional),. . Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:43 2021 Page 1 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-EfRZBtK6wus_3HgjVnAPYFAmXpdhf8JMiC?mYRzbzUw 1-4 0 5-11-9 9-0-0 154,0 20 8-0 26 4-0 31-0-0 $4-0-154- 1�-0 5-11-9 3-0=7 64-0 51-0 5-8-0 4-8-0 3-0-15 5-11=1 14-0 Scale = 1:72.6 ,, 5x6 5x8 = 2x4 II 3x8 6.00 12 4 29 30 316 6 32 7 33 85x6 = 3637 4u 18 1/ . lb 15 3x6 = - 2x4 I I 1.5x8.STP = 3x4 = 2x4 II 3.00112 3x6 3x6 = 6x8 = 26-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.25 12-13 >999 240 TCDL ' 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.38 12-13 >978 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.16 10 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.2 *Except* BOT CHORD 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS.(size) 2=0-8-0, 10=0-8-0, 19=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-810(LC 20), 10=-511(LC 10), 19=-1426(LC 10) Max Grav 10=940(LC 16), 19=2785(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD. 2-3=621/2029,3-4=-1086/2204, 4-5=-954/1982, 5-6=-1069/519, 6-7=-1115/535, 7-8=-1858/1065,' 8-9=-2220/1182, 9-10=-2533/1435 BOT CHORD 2-20=-1790/679, 19-20=-1790/679, 17-19=-301/392, 6-14=-284/237, 13-14=-708/1934, 12-13=-708/1934,10-12=-1124/2278 WEBS 4-19=-1195/708, 5-19=-2093/1163, 5-1.7=88/324, 14-17=-338/429, 5-.14m-598/1495, 7-14=-906/597, 7-12=-261/86, 8-12=-314/780, 9-12=-333/366, 3-20=-599/197, 3-19=-389/970 F 0 0 0 11 Ic c? 6 PLATES GRIP MT20 244/190 Weight: 212 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0.0 oc bracing: 14-16 1 Row at midpt 5-19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5:Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2. to 14-7-14, Interior(1) 14-7-14 to 25-4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)-* This truss,has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectarigle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8rProvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=810, 10=511, 19=1426. 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. NO 29839 f ll Ri RX Walter k Flnn PE No.22839. MiTek USA,; Inc.FLU 6634 69.04Parke Ek. Stv&TWO F433610 Date: March 12.20: ® WARNING - Verity designparameters 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 IYI :IT@K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses_and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component e E Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke Blvd. D 20601 Tampa, rk 3ast JOD IfLSS "" Iuss type' . u[y Yly - LUI 1Ll/DVVHI tKA-IUNt , T23177170 2699498 A08 Hip Truss 1 1 ` r Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:45 2021 Pagel ID:g65k6Z?uMiuQXUS7?YA4XyW46R-A1YJcZMMSW7ilbg5dBCtegF25cGx7?4e9WUtdKzbzUu " 1- 4-0 3-9-4 7-0-0 9-4-0 11-10-11 16-9-5 21-8-0 25-5-5 29-2-11 33-0-0 36-3-5 40-0-0 1-4- 1-4-0 3-9 4 3-2-12 2=4-0 2-6-11 4-10-11 4-10-11 3-9-5 3-9-5 3-9-5 3-3-5 3-8-11' 1-4-0 At Scale=1:72.6 6xl2 MT20HS .r 8xl4 MT20HS 7x10 = 6x12 MT20HS = 46 = 2x4 11 3x8 = 6.00 12 4 5 32" 3334 35' 6 36 377 38 839 4041 942 43 .10 3x4 i 3 1.5x8 STP = 2 1 0 25 5x8 = 2x4 II 24 23 44 22 21 45 1.5x8 STP = 8x14 MT20HS = 7x10 = 3x8 MT20HS = 4x10 MT20HS I I 20 46 3x4 = 4719 V^, - 2x4 I I 1.5x8 STP 2x4 I I 3:00 112 5x8 _ M o W M 12 13 I T i o 3-9-4 7-0-0 9-4-0 - 13-0-11 16-9-5 21-8-0 25-5-5 29-2-11 32-10-8 36-3-5 40-0-0 3-9-4 3-2-12 - 2-4-0 3-8-11 3-8-11 4-10-11 3-9-5 ' 3-9-5 - 3-7-13 3-4-13 3-8 Plate Offsets (X Y)— [2:0-1-11 Ed e] [6:0-5-0 0-3-I0] [10.0-6-3 Edge], [12.0-2-7 Edge], [18'0-6-8 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dei[ Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.94 Vert(LL) 0.79 16-17 >463 240' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.91 16-17 >402 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.29 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 220 lb FT = 20%' LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-7 cc pudins. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directlyapplied or 1-10-3 cc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-21, 6-21,-6-18, 5-23 7-19: 2x4 SP No.3, 15-18: 2x4 SP No.1, 12-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-24,5-24,5-21,6-21,6-20,6-18,5-23: 2x4 SP No,2 WEDGE Right: 2x4'SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 _Max Horz 2=172(LC 7) Max Uplift 2=-1905(LC 18),.12=-1060(LC 8), 23=4381(LC 8) Max Grav 2=988(LC 6), 12=1726(LC 18), 23=5746(LC 1) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/4253, 3-4=-2778/4547, 4-5=-2503/4153, 5-6=-1665/2980, 6-7=-3156/2422, 7-8=-4912/3164, 8-9=-4912/3164, 9-10=-5096/3000, 10-11=-5568/3231, 11-12=-5203/2948 BOT CHORD 2-25=-3773/2270, 24-25=-3773/2270, 23-24=-5568/3824, 21-23=-5568/3824, 20-21=-469/77, 7-18=-1189/706, 17-18=-2259/3292, 16-17=-3136/5567, 15-16=-3136/6567, 14-15=-2577/4723,.12-14=-2536/4654 WEBS 3-24=-506/491,4-24=-1980/1230,5-24=-2055/2783,5-21=-2649/3578,6-21=-3472/2533, 6-20=-239/513; 18-20=-590/165, 6-18=-2403/3840, 7-17=-744/1827, 8-17=-438/421, 9-17=-744/242; 9-16=0/297, 9-15=-645/465, 10-15=-966/1971, 11-15=-672/583, 5-23=-5486/4187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5j All plates are MT20 plates unless otherwise indicated. 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) Bearing atjoint(s) 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface'. 9) Provide, mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at=lb) CorfttnlJMod?AtV4, 23=4381. -- ® WARNING -Verify design parameters and READ:NOTES.ON THIS AND INCLUDED MITE( REFERENCE PAGE MII-.7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upori-parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing :MITek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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 March 12,20: ion I fuss truss type Uty Fly LU 1 1Z11n:VVAl tKS 1 UNt T23177170 2699498 A08 Hip Truss 1 1 ° ! Job'Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:45 2021 Page 2 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-A1 YJcZM MS W7ilbg5dBCtegF25cGx7?4e9WUtdKzbzUu NOTES-. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer rrWst provide for uplift reactions indicated. 11) Hanger(s) orbther connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down and 173 Ib up at 7-0-0, 28 Ib down and 51 Ib up at 9-0-12, 90 Ib down and 173 Ib up at 11-0-12, 90 Ib down and-173 Ib up at 13-0-12, 90 Ib down and 173 Ib up at 15-0-12, 9b Ib down and 173 Ib up at 17-0-12, 90 Ib down and 173lb-upat 19-0-12, 90 Ib down and 173 Ib up at 20-11-4, 116 Ib down and 184 Ib up at 22-11-4, 116 Ib down and 184 Ib up at 24-11-4, 116 Ib down and 184 Ib up at 26.11-4, 1.16 lb down and 184 lb up at 28-11-4, and 116 lb down and 184 Ib up at 30-11-4, and 237lb down and 407 lb up at 33-0-0 on top chord, and'272 1b down and 357 Ib up at 7-0-0, 65 Ib down and 102 Ib up at 11-0-12, 65 lb down and 102 Ib up at 13-0-12, 65 lb down and 102 Ib up at 15-0-12, 65 Ib down and 102 Ib up at 17-0-12, 65 Ib down and 102 Ib up at 19-0-12, 65 Ib down and 102 Ib up at 20-11-4, 82 Ib down at 22-11-4, 62 lb down at 24-11-4, 82 Ib down at 26-11-4, 82 Ib down at 28-11-4, and 82 Ib down,at 30-11-4, and 425 Ib down and 169 Ib up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced)`. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 19-26=-20, 15-18=-20, 15-29=-20 Concentrated Loads (lb) Vert: 4=-90(B) 10=237(131) 15=-425(B) 24=-272(B) 5=-3 21=-39(B) 20=-39(B) 6=-90(B) 16=-60(B) 32=-90(B) 33=-90(B) 35=-96(B) 36=-90(B) 37=-90(B) 38=-116(B) 39=-116(B) 41=-116(B)42=-116(B)43=-116(B)44=-39(B)45=-39(B) 46=-39(B)47=-39(B)48=-60(B)49=-60(B)50=-60(B)51=-60(B) ®WARNING -Verify design parameters and READ :NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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; hot • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall nA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _n/�'T�ek 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 ANSUTP/1 Qualify 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 uoo I cuss I mss I ype Uty Fly LU 1121/0XVAI LKJ I UNt T23177171 2699498 A09 Special Truss 2 1 ' 1 Job Reference (optional), Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:46 2021 Pagel ID:g65k6Z?uVliuQXUS7?YA4XyW46R-eE6hgvM_DpFZwkPHAvk6AuoHN0f4sTHoOAER9mzbzUt t1-4-0, 5-11-1 8-8-0 13-7-1 20-0-0 26-5-13 32-11=11 40-0-0 ¢1-4-Q. 11 4-0 5-11-1 2-8-15 4-11-2 6-4-15 6-5-13 6-5-13 7-0-5 1-4-0 Scale=1:77.5 4x6 = 2x4 11 6 7 j14- 6xB = 3x6 = 3x4 = 3x6 3.00 12 3x6 = e-a-u 13-7-1 20-0-0 2 -9 0 .29-8-12 40-0-0 8-8-0 411-2 6-4-15 -9- 8-11-12 10-3-4 Plate Offsets (X,Y)— [2:0-1-14,0-0-71,[3:0-3-0 0-3-01 [6:0-3-0 Ed e] r9:0-3-0 0-3-01 [10:04-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.59 Vert(LL) -0.36 12-14 >643 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.55 12-14 >422 180 BCLL 0.0 Rep Stress lncr . YES WB 0.74 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD, 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 8-14, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-583(LC 10), 14=-452(LC 10), 10=-570(LC 10) Max Grav 2=907(LC 15). 14=1867(LC 15), 10=1024(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD, 2-3=-2463/1556, 3-4=-2160/1382, 4-5=-900/910, 5-6=-252/556, 6-7=-199/539, 7-8=-208/576, 8-9=-121!7/840, 9-10=-1458/920 BOT CHORD 2-17=-1236/2555, 16-17=-923/2051, 15-16=-416/983, 12-14=-280/545, 10-12=-623/1246 WEBS 3-17=-360/261, 4-17=-304/920, 4-16=-1200/569, 5-16=-197/791, 5-15=-1265/603, 8-14==926/524, 8-12=-198/886, 9-12=-462/380, 14-15=-1335/260, 7-15=-515/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. �illlist�� 11; Exp MWFRS (directional) ��P� ER P j�'! 16 0-0 too 24-0-0,,IIn etriorl1 4-0-0 to 37-4-0, Exteriorr( EC37 4-0 to 41-4-0 z nte; a dOvertical left and rn ht ex o ed;C-C for2members , / oo �j and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building N. N •• f/' ' SF 0" Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��� V` to the use of this truss component. ♦ ,' N0 22839' 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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6).Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �'� + .� Z, capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing lb plate capable of withstanding 100 uplift at joint(s) except at=lb) 2=583, 14=452, -10=570. 8) This truss design lD R , requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ' 0 .G•.,`� sheetrock be applied directly to the bottom chord. A' 0 March 12,20, ®WARNING - Verify design parameters and READ, NOT ES.ON THIS AND INCLUDED MITE( REFERENCE PAGE Mil-7473 rev. 5l19/2020 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 bracing11 AITeI�' is always required for stability and to prevent collapse with. possible personal injury and property damage. For general- guidance regarding the �Y� i Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//7'Pi1 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 Iuss Iuss type 2699498 A10 GABLE I Ury I Fly I LU 11'L7/5 VVAI tKJ I UNt T23177172 ' Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:50 2021 Page 1 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-X?MCfGQVH21?O Mj3Plo2KkyyYd2Uo GPNJoCelXzbzUp r14-11 7-0-5 11 3 20-0-0 26-5-13 32-11-11 40-0-0 p1-4-Q 1-4-0 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 "7-0-5 1-4-0 Scale =1:74.6 5x6 3x4 = 5x6 — 1.5x8 STP = 5x6 — 3x4 — 5x8 = 5x8 = — — 3x8 = 6x8 = 2-3-14 7-0-5 13-4-6 20-3-13 26-5-13 32-11-11 40-0-0 2-3-14 4-8-7 6-_4 6-11-7 6-2-0 6-5-13 7-0-5 Plate Offsets (X,Y)--[2:04-0,0-3-11;[4:0-5-1,0-3-0],[7:0-3-8,0-2-8],[9:0-3-0,0-3-0],[11:0-4-0.0-3-11[15:0-3-0,0-3-0],[17:0-3-0,0-3-0],[30:0-1-15,0-1-0],[33:0-1-15,0-170]; [52:0-1-14 0-1-0], [55:0-1-14,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.13 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.14 18-19 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.02 16 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 348 1b FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-6,oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10=0:0 oc bracing:13-14,11-13. WEBS 1 Row at midpt 6-16, 7-16, 8-16 REACTIONS. All bearings 0-8-0 except Gt=length) 16=0-7-10, 20=0-1-12. (lb) - Max Horz 2=-424(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-195(LC 32), 16=-1271(LC 8), 11=-388(LC 32), 20=-559(LC 8) Max Grav_ All reactions 250 lb or less atjoint(s) 2 except 16=2496(LC 36), 11=791(LC 14), 20=1083(LC 36) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-279/485, 6-7=-176/822, 7-8=-192/815, 8-9=-280/303, 9-11=-975/399 BOT CHORD 2-20=-315/332, 19-20=-571/960, 18-19=-571/958, 16-18=-570/527, 14-16=-142/334, 13-14=-213/821, 11-13=.212/828 WEBS 5-20=-852/453, 5-19=-24/297, 5-18=-598/326, 6-18=-469/874, 6-16=-1266/833, 7-16=-945/417, 8-16=-978/466, 8-14=-97/602, 9-14=-807/372, 9-13=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) ndustry_ Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable.studs spaced at 2-0-0 oc. 7fthis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) *'This truss has been designed for a live load of.20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 1b) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2, 1271 lb uplift at joint 16, 388 lb uplift at joint 11 and 559 lb uplift at joint 20. 11) Hanger(s).or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 74 lb up at 2-10-12 on top chord, and 241 lb down and 203 lb up at 2-10-0, 35 lb down and 41 lb up at 4-10-12, 35 lb down and 41 lb up at 6-10-12, 35 Ib down and'41 lb up at 8-10-12, 35 lb down and 41 lb up at 10-10-12, and 378 lb down and'487 lb up at 12-10-12, and 115 lb down and 152 lb up at 14-4-12 on bottom -chord. The design/selection of such connection device(s) is the responsibility of others. C[QtWbe WOQ68SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ® WARNING -Verify design parameters and READ. NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not • 'a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe�• is always required for stability and to prevent collapse with possible personal injuryandproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 March 12,20: 10o I russ truss type 2699498 ' A10 GABLE Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASES) Standard 1) Deed + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-12=-54, 62-67=-20 Concentrated Loads (Ib) Vert: 72=28(F) 73=-120(F) 77=204(F) 78=-115(F) Uly rlyJ LU I IZ110"VVAl tKJ I UNt T23177172 1 1 Job Reference (optional). 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:50 2021 Page 2 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-X?M CfGQVH21?OMj3Plo2KkyyYd2UoGPNJoCelXzbzUp ® 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 orily with MiTek® connectors. This design is based only upon parameters 'shown; 'and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 I ruse I cuss type Uty Fly LU I l Lllb VVAI tKb I UNt T23177173 2699498 All Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant. City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:51 2021 Page 1 ID:g65k6Z?uMiuQXUS7?YA4XyW46R-?BVatcQ72MtsOWIFZSJHtxV881 MAXkIXXSxCgzzbzUo r1-4-0i 5-11-1 8-7-8 , _ 13-10-8 20-0-0 26-2-6 32-11-1'I 40-0-0 Al-4-Q 1-4-0' 5-11-1 2_ _7 5-3-0 6-1-8 6-2-6 .6-9-4 7-0-5 T1 4� Scale=1:76.3 3x6 = 2x4 11 6 7 14 -- •- - 1 6x8 = 3x6 = 3x6 = 3x6 = 3x6 3.00 12 - i i 13-10-8 20-0-0 2 -9 0 29-8-12 40-0-0 - 8-7-8 5-3-0 6-1-8 -9= 8-11-12 10-3-4 Plate Offsets (X,Y)-- [2:0-1-14,0-0-71, [3:0-3-0,0-3-0] [6:0-3-0Edge] [9:0-3-0 0-3-0] r10.0-2-12 0-1-8] LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (Ibc) I/deft L/d PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.37 12-14 >623 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.56 12-14 >413 180 BCLL 0.0 '. Rep Stress Incr YES WB 0.76 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 8-14, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-584(LC 10), 14=451(LC 10), 10=-570(LC 10) Max Grav 2=907(LC 15). 14=1870(LC 15). 10=1026(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/1557, 3-4=-2113/1393, 4-5=-870/892, 5-6=-251/560, 6-7=-195/534, .- 7-8=-210/582, 8-9=-1221/844, 9-10=-1465/926 BOT CHORD 2-17=-1236/2554, 16-17=-936/2066, 15-16=-393/929, 12-14=-268/514, 10-12=-629/1253 WEBS 3-17=-344/249, 4-17=-300/926, 4-16=-1259/602, 5-16=-197/785, 5-15=-1231/590, 8-14==917/529, 8-12=-209/908, 9-12=-473/392, 14-15=-1330/243, 7-15=-499/88. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. j111.111//% nd C-C 116 0-0 t o 24-0-0, IIn eirior(1) vertical ER Ti 24-0-0 o 37-4-O�Exteaor(2E) 37 4e0 to 4E)4-0 zonte; end left and right exposed;C-C for2members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ��%�`,,�.I P • ��� plate grip ��, �l EN •�'L SF .•;, 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. , No 4) This truss has been designed for a 10.0 psf bottom chord live load noncoricurrent with any other live loads. ,22`839 • :• 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 61 Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verify capacity of bearing surface.jgt 7) Provide mechanical connection (by others) of truss to bearing �; IB1 F' (V plate capable of withstanding 584 lb uplift at joint 2, 451 lb uplift at O joint 14 and 570 lb uplift atjoint 10.��' ��' •• , �'• ` This truss design requires that a minimum of 7116" structural wood sheathing be applied direct) to the to chord and 1/2" sum 8 g q 9 PP Y P 9YP sheetrock be applied directly to the bottom, chord. .O R . s ••'.:;...•.: C% ♦. ij S •' ONA� Walterp• flan PENo,22839. ,MiTekb$' Inc.FL'6 6639. 6904 Parke East B]v,.d:,Tampa FL 33610 late: March 12,20; ® WARNING - Verify design parameters and READ.NOTES.ON THIS AND INCLUDED MITF-K REFERENCE PAGE MII-7473 rev. 5h9/2020 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 :MITefC• 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?rxe Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 PaEast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ,too Iuss buss type 2699498 Al2 Special Truss r r uty I my I LU 17LI/b"VVAI tKZ51 UNt: T23177174 stSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:53 2021 Page 1 I D:g65k6Z?u\A iu QXUS7?YA4XyW46R-xa1 LIISNaz7aFpRe5tMlyMaWu rl m?dtq?IQlvszbzUm r1 4-01 5-11-1 fr7-$ 13-L 20-0-0 _ i 26-5-13 32-11-11 40-0-0 0 l-4-Q 1-4-0' 5-11-1 d-8-7 6-8-15 6-7-9 6-5-13 .6-5-13 1-4-0 Scale=1:72.4 3x6 = 2x4 II 5 6 5xB II 3x6 = 3x4 =. 3x6 = 3x6 ::::� 3.00 12 6x8 = 6-7-8 , 13-4-7 , ' 20-0-0 8-11-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC ' 0.51 BC 0.82 WB 0.81 Matrix -AS DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Well Lid -0.36 11-13 >644 240 -0.55 11-13 >423 180 0.10 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0. 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) : Max Uplift 2=-567(LC 10), 13=-486(LC 10), 9=-552(LC 10) Max Gram 2=892(LC 15), 13=1899(LC 15), 9=1002(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2447/1453, 3-4=-855/820, 4-5=-226/515, 5-6=-172/512, 6-7=-180/534, 7-8=-1169f799, 8-9=-1410/879 BOT CHORD 2-16=-1135/2521, 15-16=-1095/2413, 14-15=-359/906, 11-13=-242/501, 9-11=-587/1203 WEBS 3-16=-2011793, 3-15=-1564/763, 4-15=-128f/16, 4-14=-1233/589, 7-13=-924/523, 7-11=-198/887, 8-11=-463/380, 13-14=-1368/297, 6-14=-546/57 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-40 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to .the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(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 567 Ib uplift at joint 2, 486 lb uplift at joint 13 and 552 Ib uplift at joint 9. 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. No 22839 • o March 12,20, ® WARNING - Verify design parameters and READ.NOTES ON -THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19=20 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 theapplicability 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 ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .Mi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quaft 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 ion I Puss I cuss pecial I ype Ury Pry LU 1127/b.VVAI tKJ I UNt T23177175 2699498 A13 STruss 1 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:54 2021 Page 1 I D:g65k6Z?uM iu QXUS7?YA4XyW46R-PmbjVeT?LHFRtzOgeat_Va7fWELPk2EzDPAsRIzbzUl r1 4-01 4-7-8 .F-11-1, 12-4-9 20-0-0 26-5-13 32-11-11 40-0-0 p1-4-q 1-4-0 4-7-8 1=3-9 6-5-8 7-7-8 6-5-13 6-5-13 7-0-5' 1-4-OI R Scale=1:72.4 3x6 = 6.00 12 2x4 i 5 6 5z8 i 24 25 3x4 7 4 5x6 Q 3x4 i 8 3 1.5x8 STP 23 26 1.5x8 STP = a t 2 16 15 14 9 10Io Id 6x8 = — 27 28 12 11 3x6 3.00 12 4x6 — 13 5x8 li 6x8 = 3x6 = 3x4 = 3x6 = 7-7-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL. 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2020rrP12014 CSI. TC 0.58 BC 0.92 WB 0.93 Matrix -AS DEFL: Vert(LL) Vert(CT) Horz(CT) in (loc) - I/deft Ud -0.36 11-13 >646 240 -0.55 11-13 >424 180 -0.07 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 210lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wr nod sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly. applied. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-531(LC 10), 13=-561(LC 10), 9=-514(LC 10) Max Grav 2=872(LC 15), 13=1986(LC 15), 9=957(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/1373, 3-4=-8551727.;;4-5=-177/422; 5-6=-125/466, 6-7=-122/445, _ 7-8=-1068/710, 8-9=-1310/79i BOT CHORD 2-16=-1087/2623, 15-16=-1042/2464, 14-15=-319/943, 11-13=-160/409, 9-11=-508/1114 WEBS 3-16=-168/765, 3-15=-1538/735, 4-15=-48/667, 4-14=-1308/613, 7-13=-917/513, 7-11=-201/889, 8-11=-466/384, 13-14=.-.1463/383, 6-14=-638/83 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) WindPASCE 7-16; Pult=160mph (3-second gust))Vasd=124mph; T(D j=4.2psf; BCDL=S.Opsf; 15ft; B=45ft; L=40ft; eav ( 5j; Cat. tIii R II II; Ex C; Encl., GC i=0.18; MWFRS directional and C-C Exterior 2E -1-4.0 to 2-8-0, Interior(l)2-8-0 to 16-0-0, Exterior 2R 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members ``P�� E. ., • F/ �"I� and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� �l . E IV •,V, 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��" �\ SF •• �1 to the use of this truss component. 1% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * :• will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6LBearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �•. Z capacity of bearing surface. i OF • (V 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 lb uplift at joint 2, 561 lb uplift at j O !. joint 13 and 514 lb uplift atjoint 9. t� !i� ' O Q••.•`�,,�� 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 ,0 � •' 0 R •• ,� `� sheetrock be applied directly to the bottom chord. �j� tS=•i•••!�. �: ♦� fill 0 pa FL 33610 March 12,20, -- ® WARNING -Verify design parameters and READ. NOTES .ON THIS AND INCLUDED MITIXREFERENCE PAGE MII.7473 rev. 6I19/2020 BEFORE USE. ��• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .11111T@k` is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 Iuss Iiruss type 2699498 I A14 I Special Truss r Uiy Fly LU 17'Lllb:VVAI LM5I UNt T23177176 urce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:55 2021 Page 1 I D:g65k6Z?uM iuQXUS7?YA4XyW46R=tz95izTd6aNHV7bOC I OD1 n gn4ehGTZj7S3vPzlzbzUk r1-4-0, 2-7-8 5-11--1 11-8-0 20-0-0 26-5-13 32-11-11 40-0-0 41-4-Q 1-4-0 2-7-8 3-3-9 5-8-15 8-4-0 6-5- 33 " 5-5-13 7-0-5 1-4-0 6.00 12 3x6 = 2x4 I I 5 6 5x6 = I ry 13 — — 1 5x8 = 5x8 = 3x6 = 3x4 = 3x6 = 3x6 3.00 12 3x6 11 -12 Scale=1:76.3 OIcTIL LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/712014 CSI_. TC 0.78 BC 0.94 WB 0.66 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl L/d -0.37 11-13 >631 240 -0.66 11-13 >422 180 0.07 13 n/a n/a PLATES MT20 MT20HS Weight: 212 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-16. 4-14, 7-14 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 6-13 4-14: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-395(LC 10), 13=-840(LC 10), 9=370(LC 10) Max Grav 2=763(LC 15), 13=2223(LC 15). 9=741(LC 16) FORCES. (Ib) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2326/931; 3-4=-705/380, 4-5=0/676, 5-6=0/294, 6-7=0/666, 7-8=-593/372, e 8-9=-838/455 BOT CHORD 2-17=-726/2422, 16-17=-725/2263, 15-.16=-290/764, 14-15=-293/755, 9-11=-209/694 WEBS 3-17=-42/663, 3-16=-1508/684, 4-15=0/589, 4-14=-1339/633, 7-14=-898/497, 7-11=-209/902, 8-11=-477/391, 13-14=-2083/1069, 6-14=-902/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-4, Interior(1) 2-9-4 to 16-0-0, Exterior(2R) ,*,10IIII1if V'ER P , ���--.``Q•.. ! 16-0-0 to 24-0-0, Interjor(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0, zone; end vertical left for • E •� �%/' �� and right exposed;C-C members�1 and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 (�( . \, , SF �;� plate grip �-. •, 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •� .; :. • • No -22839 • to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. • � * :• : � � 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•* This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf.q'A ?0'• F7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyj Qcapacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 Ib uplift at joint 2, 840 Ib uplift at ... Is •. Q R , Q �' C� I , . e••.•• �j joint 13 and 370 lb uplift at joint 9. S �0,6' ,III �O NIA' 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 1�0%�, sheetrock be applied directly to the bottom chard. VIIaIterP Flnn,PE NoM839 MITek dtA ' nC. FL C@rt 6634 6964Parke East 9(vdJdM` a FL.33610 'Date: March 12,20; 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing If'Te� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - M 1- R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPli 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 ion IIruss 2699498 IB01 11r truss type COMMON TRUSS uty I Fly I LU I IZ110 VVAI tKJ I UNt T23177177 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb'12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:56 2021 Page 1 I D:g65k6Z?uM iu QXUS7?YA4XyW46R-M9jTwJ UGsuVB6HACm?vSa?CO?204C4rGhjfzWBzbzUj -1-4-0 6-8-4 12-10-0 18-11-12 1 -0- 1 254-0 1-4-0 6-84' 6-1-12 6-1-12 0-6-1 5-9-5 5x6 Scale =1:47.3 6 �0 0 3x4 = 4x6 = 1.5x8 STP = 3x6 = 3x4 = 3x4 = 95-12 10-0-15 01-5 5-8-0 Plate Offsets (X,Y)— [4:0-3-8,0-2-81[6:0-0-0 0-0-6j LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (lob) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.15 7-12 >452 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.49 7-9 >475 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 117 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0, 7=0-8-0 Max Horz 2=279(LC 9) Max Uplift 6=-219(LC 10), 2=-448(LC 10), 7=-546(LC 10) Max Grav 6=178(LC 20), 2=927(LC 15), 7=1159(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD_ 2-3=1287/826, 3-4=-1067/739, 4-5=-156/543, 5-6=-115/263 BOT CHORD__ 2-9=629/1299, 7-9=-227/603 WEBS 3-9=456/444, 4-9=-241/860, 4-7=-930/113, 5-7=454/569 BRACING - TOP CHORD • Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-10-0, Extedor(2R) 8-10-0 to 16-10-0, Interior(1) 16-10-0 to 21-4-0, Exterior(2E) 21-4-0 to 25-4-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 6, 448 lb uplift at joint 2 and 546 lb uplift atjoint 7. 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. ER P X ' .�. i. " No ,22839 S goo. 0 �j ♦ P �', % Walter March 12,20: ® WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 5l19/2020 BEFORE -- rev. USE. .Design valid for use only with MiTek® connectors. This design is based only upon parameters ihown; and is far 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 is for MI?ek•_ always required 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 ANS11TP/1 Quality Criteda, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 uao I Hass I -.. type Ury Fly LU 11Ll/b:VVHI tKJ I UNt T23177178 2699498 �B02 GABLE 1 1 i Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:57 2021 Page 1 I D:g65k6Z?u VI iu QXUS7?YA4XyW46R-gLHr7fVud Cd?kRIPKjQh7CIACSMQxOFPwNO W2dzbzUi 1 4-0 6-0-0 8- 8-13 12-10-0 16-11 3 19 8-0 21-0-5 25 8-0 27-0-0 1 4-0 6-0-0 2 8-13 4-1-3 4-1-3 2 8-13 1-4-5 4-7-11 1-4-0 Scale=1:52.4 46 • 2x4 II 9 2x4 II g a 10 6.00 12 2x4 II p 2x4 II 7 11 3x4 i 3x4 2x4 I I 6 12 2x4 I I 4x12 II 5 2 35 13 4x12 I I 3 4 1 14 ' 1.5x8 STP = 2x I I 4 1 15 33 3x I 3 6 11 r� 2 16 1 x 17I1? 29 28 27 26 25 46 24 23 47 22 21 2p 19 0 18 5x8 = 2x4 I I 2x4 11 3x6 11 2x4 I I 3x6 = 2x4 I I 1.5x8 STP = 2x4 I1 5x8 = 2x4 I I 3x12 MT20HS = 3x6 11 2x4 11 2x4 II 5 3-14 6-0-Q 10-1 4 12-10-0 14-10-10 19-8-0 22-4-12 25-4-0 2S$0 5 3-14 8- 4-1 4 2 8-12 2-0-10 4-9-0 2-8-12 � -4 0_ 0 Plate Offsets (X Y)-- r2:0-4-0 0-3-1] [9:0-3-2 0-2-0] [16:0-4-0 0-3-1] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.20 23-25 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 20 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 168lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. JOINTS 1 Brace at Jt(s): 30, 31, 33, 34 REACTIONS. (size) 2=0-8-0, 16=0-4-0,, 20=0-8-0 Max Horz 2=-277(LC 6) Max Uplift 2=-981(LC 8), 16=-330(LC 8), 20=-1472(LC 8) Max Grav 2=1258(LC 1), 16=264(LC 18), 20=1785(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/1546, 3-5=-2019/1554, 5-6=-2020/1601, 6-7=-1062/832. 7-8=-994/864, 8-9=-949/871, 9-10=-939/865, 10-11 =1 009/876, 11-12=1058/831, 12-13=-139/300, 13-15=-174/317, 15-16=-150/254 BOT CHORD 2-29=-1289/1846, 28-29=-1289/1846, 27-28= 1289/1846, 26-27=-1289/1846, 25-26=-1289/1846, 23-25=1289/1846, 22-23=-234/254, 21-22=-234/254, 20-21=-234/254, 19-20=-234/254, 18-19=-234/254, 16-16=-234/254 WEBS 12-20=-1235/927, 9-23=-434/445, 23-33=771/1170, 33-34=-770/1162, 34-35=-802/1200, 12-35=-754/1155,6-27=-410/538,6-32=-1079/890,31-32=-1039/859,30-31=-1071/887, 23-30=-1090/901 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project' engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are MT20 plates unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 981 lb uplift at joint 2, 330 lb uplift at joint 16 and 1472 lb uplift at joint 20. Continued on page 2 ♦���,,'tER 1 P,F :I No .22839 1 � ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This itesign 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 i1nl'rek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TP11 Quality Criteria, DSB-89 and 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 March 12.20, ion I fuss I russ I ype my Fly LU 11'Ll/b:VVH I tKJ I UNt 2699498 B02 GABLE 1 1 IJob Reference (optional). T23177178 Builders FirstSource (Plant City, FL), Plant. City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:57 2021 Page 2 I D:g65k6Z?uM iuQXUS7?YA4XyW46R-g LHr7fV udCd?kRIPKjQh7CIACSMQxOFPwNOW2dzbzUi NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 89 Ib up at 2-10-12, 40 Ib down and 89 Ib up at 4-9-4, and 33 Ib down and 87lb up at 20-9-4, and 72 Ib down and 186 Ib up at 22-9-4 on top chord, and 28 Ib up at 2-10-0, 5 Ib down and 9 Ib up at 4-9-4, 39 Ib down and 81 Ib up at 6-9-4, 39 Ib down and 81 Ib up at 8-9-4, 39 Ib down and 81 Ib up at 10-94, 39 Ib down and 81 Ib up at 12-9-4, 39 Ib down and 8116 up at 14-9-4, 39 Ib down and 81 Ib up at 16-9-4, 3b Ib down and 81 Ib up at 18-9-4, and 13 Ib up at 20-9-4, and 6 Ib down and 32 Ib up at 22-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) I —the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-9=-74(F=-20), 9-42=-74(F=-20), 17-42=-54, 36-41=-40(F=-20) Concentrated Loads (lb) Vert: 23=-39(B) 25=-39(B) 26=-39(B) 28=-5(B) 5=0(B) 29=3(B) 3=0(B) 22=39(13) 21=39(13) 19=6(B) 13=7(B) 18=23(B) 15=24(B) 46=-39(B) 47=39(13) ®WARNING - Verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component; hot'• 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 generalguidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP11 Quality Crlteda, 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 JOD. I Russ I fuss type Uty VIy [LU 17L1/5"VVHI tNZJ I UNt T23177179 2699498 CJ1 JACK -OPEN TRUSS 4 1 r Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:58 2021 Page 1 ID:g65k6Z?uMiuQXUS7?YA4XyW46R-IYrEL?V VOVIsMaKbtQxwfQlRzsxig4gZ8183a3zbzUh -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. ink (loc) I/dell Ud. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4, n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING- - TOP CHORD' 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4.=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10). 4=-15(LC 1) Max Grav 3=2O(LC 10), 2=159(LC 15). 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second•gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live -load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Providellint connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 195 lb uplift at joint 2 andlb uplift at mechanical .:•. ... 41.0� No 22839 40 T� :Walter ll lnn PE;No22839: WITek•USA, Inc. Fl Cer 6634 6909 Pirke'East B[vd:.•Tampa'FL33610 Date: March 12,20, ® WARNING - Verify design parameters and READ:NOTES Mims AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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; hot ��• 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 W sses and truss systems, see ANSIITPIf 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 I russ I russ I ype . Ury Fly LU 1 l'Ll /b VVAI tKJ I UNt T23177180 2699498 CAA JACK -OPEN TRUSS 2 1 ' Job Reference (optional). Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek,lndustdes, Inc. Thu Mar 11 14:10:58 2021 Pagel ID:g65k6Z?uVliuQXUS7?YA4XyW46R-IYrEL?W VOVIsMaKbtQxwfQlRzsu5g4gZ8183a3zbzUh -1-4-0 0-11-4 6-11-4 Scale =1:7.6 1 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10:0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.23 BC 0.23 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Lid Vert(LL) -0.00 5 >999 240 Vert(CT) -0.00 5 >999 180 ' Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood she directly applied,or 0-11-4 oc purlins. BOT CHORD' 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C; Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for - members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 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 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 44 lb uplift at joint 3, 63 lb uplift at joint 4 and 305 lb uplift at joint 2. E N Nth 22839 •' , O R , Q 4!k- WaHeC P.-Finn PE;No.22639. MITek USA,:Inc. k Cerf 6634 POP East,Bfvd Tampa FI:33610 Pate:. March 12,20, ® WARNING - Verify design parameters and'RFADNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, 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 �MITpk• 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component a. 6904 Parke East Blvd. Safety Informaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 buss type JACK -OPEN TRUSS Uty I Yly LU 1 1ZI/S.VVA1 tKJ 1 UNt T23177181 2 1 1 JOD I mss 2699498 CJ1B r Plant City, FL - 33567, I I Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:10:59 2021 Page 1 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-mkOcYLX89ptjzkvnR8S9CdgdPFGvPX3iNhtd6 WzbzUg i -1-4-0 1-4-0 0-11 4 cn m 0 N 0 Scale=1:10.2 Plate Offsets (X,Y)— [2:0-3-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (]cc) I/deft L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.01 5 >999 180 BCLL 0.0 Rep Stress Incr . YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied;or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=94(LC 10) Max Uplift 1=-109(LC 10), 3=-7(LC 10), 4=-59(LC 10) Max Grav 1=93(LC 15), 3=43(LC 1), 4=48(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. NOTES- 1), Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat-_ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left 'exposed ; end vertical left 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 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 109 lb uplift at joint 1, 7 lb uplift at joint 3 and 59 lb uplift at joint 4. �j�% vjER'P .. -No .22839 fl C 0 OF 44/ i 0: FIX i O N'A' Waller P •Finn PF;N0.22839 MTek USA, Inc. FL;Ceif6634 690b Parke East;Bivd Taiopa FL 33610 Date: March 12,20, ® 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 bomponent, note 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 :MIT@k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 truss type Uty ply LU 11Zl/O'VVAI tKJ I UNt T23177182 JOD I runs 2699498 CA V Builders FirstSource (Plant City, FL M Jack -Open Truss 2 1 . - Job Reference (optional). f, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:00 2021 Page-1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-Ewy_mhXmw7OabuU_?r_OkrNnSfcXB— JscLdAfyzbzUf i -1-4-0 i 0-11-4 1-4-0 0-11-4 4 rn 0 1 r- >0IO 00 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Veirt(LL) 0.00 7 >999 240 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'lncr , YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.or 0-11-4 oc pudins. BOT CHORD 2x4 SP N0.2 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=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind:.ASCE 7-16; Vult-160mph (3-secon.d gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=4oft; eave,=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(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 4 lb uplift atjoint 3, 181 lb uplift at joint 2 and 14 lb uplift at joint 4. March 12.20: ® WARNING -Verify design parameters and READ;NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 51]9/2020.6EFORE 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 .Mffek• . is always required forstabilityand to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component '6904' Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I rues Iype llty Fly LU I 1 Z1/b VVA I tKJ I UNt T23177183 Join I cuss 2699498 CJ3 r Builders FirstSource (Plant -City; Fl. JACK -OPEN TRUSS 2 1 Job Reference (optional) Plant City, FL - 33567, 8.430 s Feb'12 2021 MiTek Industries, Inc. Thu Mar 11 14:11;01 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-i6WMz1YOhQ8RD23AZYVdH2wyC3wOtRZ?q?MjBOzbzUe 1 4-0 2-11-4 1-4-0 2-11-4 1 2-11-4 M m N Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI.. _ DEFL. in (loc) I/deft l d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 _ Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 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 Hori 2=132(LC 10) Max Uplift 3=-62(LC 10),.2=-212(LC 10), 4=41:(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;'C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss. component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 212 lb uplift atjoint 2 and 41 lb uplift at joint 4. March 12,20, ® 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, hot• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW. is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/r Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ,Ion 2699498 r r Builders FirslSourc Iuss buss type uiy Fly LV 17'L7/b:VVHI tKA I VNt T23177184 CJ3V Jack -Open Truss 2 1 Job Reference o tional ity, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:04 2021 Page 1 I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-7hCVb2aH_LW04VnIEh2KvhYSSGzH4nJRXzbOojzbzUb -141-0 2-11-4 1 A-0 2-11-4 Scale=1:12.7 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.12 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 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4.=Mechanical Max Horz .2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. PLATES GRIP MT20 2.44/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied -or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-se6ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eiderior(2E) 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) Bearing atjoint(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 57 lb uplift atjoint 3 and 149 lb uplift at joint 2. ,,,j E 11 H/s�,' R P. 'V • No 22839 March 12,20, ® WARNING - Verify design parameters and READ. NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 J00 I cuss 2699498 CJ5 Builders FirstSource (Plant City, FL), I I fuss type JACK -OPEN TRUSS Plant City, FL - 33567, -1-4-0 3x6 = Uty My LU 11211b'VVAI LK6I UNC T23177185 2 1 Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:04 2021 Page 1 ID:g65k6Z?uMiuQXUS7?YA4XyW46R-7hCVb2aH_LW04VnIEh2KvhYL8GgB4nJRXzbOojzbzUb 4-11-4 07 N Scale=1:17.6 4-11-4 Plate Offsets (X,Y)— [2:0-6-0,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/deft Ud. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 4-7 >380 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.14 4-7 >419 180 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 CHORD2x4 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=0-6-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC 10) Max Grav 3=124(LC 15), 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extarior(2E) zone; porch left exposed;C-C for members and forces &. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.66 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) oftruss to bearing plate capable of withstanding 124lb uplift at joint 3, 261 lb uplift at joint 2 and 73 lb uplift at joint 4. 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. II$ti/lt,I ." No R2839 :.go �k C Ix Z b, Walterp Finn PE;NO.22M.. ,M* USA, inc. FG,Cert 6¢34 6904 Parke East Okd,.Tainpa FL 33610 Will: March 12,20; ® WARNING - Verify design parameters and READ:NOTES ONTHIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5l19I2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOB I I russ I I russ 1 ype Jack -Open Truss Uty Fly LUI 7Ll/b'VVAI tK6I UNt 2 1.I T23177186 2699498 CJ5V Builders FirstSource (Plant City, FL rtani cny, rL - 33bbf, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:05 2021 Page-1 I D:g65k6Z?u VIiuQXUS7?YA4XyW46R-bumtpObvlfetifMxoOZZRu4YngEypEYbldKxK9zbzUa -1-4-0 4-11-4 1 �-0 4-11 4 3X4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.51 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.00. Horz(CT) -0.01 3 ri/a n/a BCDL 10.0 Code FBC2020/712014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-113(LC 10), 2=-161(LC 10) Max Grav 3=138(LC 15), 2=265(LC 15), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exterior(2E) 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) 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 113 lb uplift at joint 3 and 161 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. ER P E N S•: V ,�ii ,�:- • V �. N:ti 22839 " ,' • 9 OF ill: N ilia K- a3610 March 12,20, A WARNING -Verify design parameters and RFAD: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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Iruss 2699498 EJ7 i Builders FirstSource (Plant City; FL), I I a I russ Iype Uly Fly LU I I.ZIM VVA I LKJ I UNt T23177187 JACK -OPEN TRUSS 7 1 Job Reference (optional) Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:09 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Tf?OemePpu8lAHgil EeVckF9wHSal 7AgFl9TxzbzUW -1-4-0 3-4-10 7-0-0 1-4-0 3-4-10 3-7-6 3k8 3x4 = 7-0-0 7-0-0 Scale=1:22.6 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft. L/d . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.31 6-9 >269 240 " MT20 244/190 TCDL : 7.0 Lumber DOL 1.25 BC 1.00 Vert(OT) 0.28 6-9 >300 180 BCLL 0.0 Rep Stress'Incr YES WB 0.28 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 31 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 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical; 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 10): Max Uplift 4=-83(LC 10), 2=-318(LC 10), 6=-208(LC 10) Max Grav 4=.103(LC 15), 2=336(LC 1), 6=179(LC 3) FORCES.- (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except W: hen shown. _ TOP CHORD 2-3=-302/518 BOT CHORD 2-6=-871/281 WEBS 3-6=307/952 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second.gust) Vasd=124rhph; TCDL=4.2psf; BCDL=5.0p'sf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - 1ER P F//V �I� 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. l�,%Y� ` •, ... !! !1 ' (y E iVJ �'• �/' �� _ SF 4) ' This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦! . V. •,�. ��: will fit between the bottom chord and any other members.. ♦ ..: ,, � Na .. 5) Refer to girder(s) for truss to truss connections. __839 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4'except (jt=lb) * :• '• 2=318, 6=208. r 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. O F WafterP;Flnn FE'No.22839 MiTek USA Inc. FL Ceti 604 ;6909' Parke EastlB(vd: Tampa FL 3.3610 'Date: March 12.20, ® WARNING - Verifydesign parameters and READ:NOTES.ONTHIS-dND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This -design is based only upon parameters shown ;'and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and 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 _MIT@�• is always required for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUFP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Muss I cuss I ype Lily Pry uu 19'Ll/b:VVNI tKb I UNt T23177188 98 EJ7A JACK -OPEN TRUSS 1 1 ' Job Reference (optional) ers FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:09 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-Tf20emePpu8lAHgi1 EeVckFIOHgBIOQAgF19TxzbzUW -1-40 7-0-0 140 700 Scale =1:22.8 5 A 0 2x4 11 2x4 11 — II 1 LOADING (psf) SPACING- 2-04 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 180 . MT20 244/190 TCDL 7.0 Lumber DOL _' 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress.lncr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBCM20/TPI2014 Matrix-P Weight: 35 lb' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0. (lb).-. Max Horz 2=237(LC 10) Max Uplift All uplift 100:lb_ or less at joint(s) 6, 2 except 7=-105(LC 10), 8=-100(LC 10) Max Grav All reactions'250 lb or less atjoint(s) 6, 2, 7, 8 ' FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD_ 2-3=-467/160 WEBS - 4-7=-127/380, 3-8=-233/459 r Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals: Rigid ceilingdirectly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) Gable requires continuous bottom chord bearing. 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building' designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except Qt=lb) 7=105, 8=100. ��►111111��� ER' ice; ft No 22839 r 4, ; y March 12,20, ® 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 .Mlle k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Qualify 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 UtyHly LU I 127/5'VVAI tKJ 1 UNt T23177189 Jon I rt/Ss 2699498 EJ7V r Builders FirstSource (Plant City, FL I russ Iype Jack -Open Truss Plant City, FL - 33567, 1=4-0 6 1. Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:10 2021 Page 1 I D:g65k6Z?u VI iu QXUS7?YA4XyW46R-xrZms6f2ZBG9oQ Fvax9k8ynKLhrKUVoKvv2i?NzbzUV 7-0-0 6.00 FIT 3 c N' Scale = 1:22.6 N M 4 2 E � 3.00 F12 3x6 Plate Offsets (X,Y)-- [2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) ' 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.20 4-7 >408 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >398 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 25lb FT=20% LIJMBER-. 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=241(LC 10) Max Uplift 3=-169(LC 10), 2=-179(1_C 10) Max Grav 3=206(LC 15), 2=341(LC 15), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1): Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 5=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(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 100 lb uplift at joint(s) except Gt=lb) 3=169, 2=179. 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. :' Na 22839' March 12,20, ® WARNING -Verify design parameters and READ:NOT ES .'ON THIS AND INCLUDED MITE( REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing�Tek• _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'YI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt.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 JOD I Russ I fuss I ype Q1y my LU I l'L1/S VVHI LKJ I UNt T23177190 2699498 EJ210 Jack -Open Truss 13 1 r , Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:06 2021 Page 1 I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-34JFOkcXWzmkJpx7L64o_6dd24cgYhok_H4UsczbzUZ -1-4-0 2-10-0 1 �-0 2-10-0 Scale=1:12.4 p 2-10-0 Plate Offsets (X Y)-- [2:0-2-12,0-1-81 LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid I PLATES ( GRIP TCLL 20.0 Plate Grip DOL 1.25 TC _ :0.93 Vert(LL) =0.02 _ 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) ' 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 11 lb Fr = 20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 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=0-6-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3=-29(LC 9), 2=-298(LC 10), 4=-25(LC 15) Max Grav 3=20(LC 15), 2=517(LC 15), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-sec_ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft;;Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ekterior(2E) 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 29 lb uplift at joint 3, 298 lb uplift atjoint 2 and 25 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 285 lb up at -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss.are rioted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 1=-200(F) No -.22839 March 12,20, ® WARNING -Verify design parameters and READ ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473-rev. 5119/2020 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 ." �TE',.�C ._ is always required for stability and to prevent collapse with passible personal injury and properly damage. For general -guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7'P/1 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 JOO 2699498 ' I fuss, truss type EJ21 OA JACK -OPEN TRUSS ity, FL), Plant City, FL - 33567, -1-4-0 0 2x4 = U�r-U 0-4-0 Uty Ply LU 17'L1/S.VVA1 tKJ I UNt T23177191 2 1 Inh Anfcronrn /nnfinn�l\ • 8.430,s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:06 2021 Page 1 ID:g65k6_ Z?uVliuQXUS7?YA4XyW46R-34JFOkcXWzmkJpx7L64o-6dox4c1Yhok_H4UsczbzUZ 2-10-0 2-10-0 M m m Y Scale=1:12.4 Plate Offsets (X,Y)— [2:0-0-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DO L 1.25 BC 0.23 Vert(CT) -0.00 5 >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 FBC2020/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 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=0-4-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3=-39(LC 10),,2=-257(LC 10), 4=-26(LC 7) Max Grav 3=49(LC 15), 2=234(LC 1), 4=36(LC 3) FORCES. (Ib) -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; BCD L=5.Diod, h=15ft; B=45ft;.C74oft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=.1.60 2) 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 39 lb uplift at joint 3, 257 lb uplift atjoint 2 and 26 lb uplift at joint 4. ,,,, %% P;���4t ti is • No .22'839 S �•. ♦�. March 12.20, ® WARNING - Verify design parameters and READ. NOTES.ON T IS 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, note 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 MiTAk 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 3 ast0 - I cuss IRuss type EJ210B JACK -OPEN TRUSS Ury 111y LU 1 7'L1/b VVAI LK6I UNL 1 1 T23177192 JOD 2699498 Builders FirstScurce Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:07 2021 Page 1 I D:g65k6Z?um iu QXUS7?YA4XyW46R-XGtdE4d9HGuaxzWKvpcl XJ9sDUu WH82uDxp2P2zbzUY 1 4-0 2-10-0 1-4-0 2-10-0 °7 rn Scale=1:15.0 J Plate Offsets (X,Y)-- [2:0-2,10 0-1-8] LOADING (psf) SPACING-1 2-0-0 CSI. DEFL, in (loc) Udell Od_- —PLATES GRIP.. TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.64 Vert(LL) 0.08 4-7 >610 240 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.47 Vert(CT) 0.07 4-7 >688 180 BCLL 0:0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 4. n/a' n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood,sheathing directly applied,or2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. : (size) 1=Mechanical, 3=Mechanical; 4=Mechanical Max.Horz 3=143(LC 10) Max Uplift 1=-198(LC 10), 3=-30(LC 10), 4=-83(LC 10) Max Grav 1=160(LC 1), 3=89(LC 1), 4=68(LC 3) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind:.ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0p'sf; h=15ft; 5=45ft; L=40ft; eave'=5ft; Cat. . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 1, 30 lb uplift atjoint 3 and 83lb uplift atjoint 4. March 12,20, ® WARNING -Verify design parameters and READ.NOTES.ON THIS AND INCLUDED MITEK REFERENCE -PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek� is always, required for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN 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 J0D Inks 2699498 IEJ210C I cuss I ype Uty Ply LU 17'Ll/S:VVAI LKJ I UNL T23177193 Jack -Open Truss 1 1. Job Reference (optional) FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb'12.2021 MiTek Industries, Inc, Thu Mar 11 14:11:07 2021 Page 1 I D:g65k6Z?u VI iu QXUS7?YA4XyW46R-XGtdE4d9HGuaxzWKvpcl XJ9g MUnrH3FuDxp2P2zbzUY -1-4-0 2-0-7 2-10-11 14-0 2-0-7 0 2-10-0 °7 rn c v Scale=1:12.4 Plate Offsets (AY)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in l (lob ) I/deft - Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC2020/- PM014 Matrix -MP Weight: 13 lb FT = 20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3' REACTIONS. (size) 4=Mechanical, 5=Mechanical,:8=0-11-5 Max Horz 6=129(LC 10) Max Uplift 4=-388(LC 1),.5=-467(LC 1). 6=-1015(LC 10) Max Grav 4=31O(LC 10),.5=388(LC 10), 6=1223(LC 1)' FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 3-4=-192/348 BOT CHORD_ 2-6=-43/266 WEBS 3-6=-580/1249 Structural wood sheathing directly applied or 2-10-0 oc puriins. Rigid ceiling directly applied or 6-4-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40f; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 4, 467 lb uplift at . joint 5 and 1015 lb uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 128 lb up at -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1), Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--:1.25 Uniform- Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 1=-90(F) pa F4.33610 March 12,20, ® 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; hot• 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 M�T?i k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ;- fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 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 I cuss I I russ 1 ype EJ21OD JACK -OPEN TRUSS .1 Uly I Ply I LU 11Zl/bNVHI tKb I UNt T23177194 JOD 2699498 rr Builders FirstSource Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:08 2021 Page 1 I D:g65k6Z?u\A iuQXUS7?YA4XyW46R-?TRORQen2aORZ75 WTX7G3Xi9luJ3OaC1,RbZbxUzbzUX -1-4-0 1-10-15 2-10-0 ' 1-4-0 ' 1-10-15 0-11-1 1-4-4 1-5-4. 1-10-15 1-1 LOADING (psf) TCLL _ 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.15 DEFL. Vert(LL) in 0.01 (lob) 2 I/defl >999 Lid, 240 TCDL 7.0 BCLL 0.0 Lumber DOL - Rep Stress Incr 1.25 NO BC 0.19 WB 0.07 Vert(CT) Horz(CT) -0.01 0.00 2 4 >999 n/a 180 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD . 2x6 SP No.2 WEBS 2x4 SP No.3 Scale = 1:15.0 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc pudins. BOT CHORD Rigid ceiling directly. applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-11-5 except Gt=length) 1=0-1-8, 4=Mechanical. (lb)- Max Horz 7=146(LC 10) Max Uplift All uplift 1001b or less atjoint(s) 4 except 1=-385(LC 10), 7=-350(LC 10), 6=-158(LC 1), 6=-158(LC 1) Max Grav All reactions 250 lb or less atjoint(s) 6, 4 except 1=412(LC 15), 7=404(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane. of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building; designer as perANSI/TPI 1. 3) Building Designer / Project engineer respohsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 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 2-070 wide - will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 1=385, 7=350, 6=158. 1.0) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 1002lb up at -1-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-76, 4-8=-54, 2-5=-20 Continued on page 2 N:o 22839 A F I 14 0 � ', ® WARNING - Verify design parameters and READ:NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This.design is based only upon parameters shown; and is for an individual building component, not ��e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Iry1�Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 March 12,20, ion Iuss Ifuss type 2699498 EJ210D JACK -OPEN TRUSS cr Builders FirstSource (Plant City; FL), Plant, City, FL - 33567, LOAD CASE(S) Standard Cgncentrated Loads (lb) Vert: 1=-300(F) uty I-ly LUI 7 Z1lb:WHI tKb 1 UNt T23177194 1 1 Job Reference (optional) 8.430 s Feb 12 2021 MiTek.lndustries, Inc. Thu Mar 11 14:11:08 2021 Page 2 ID:g65k6Z?uMiuQXUS7?YA4XyW46R-?TRORQen2aORZ75VvTX7G3Xi9luJ3OaC1RbZbxUzbzUX ® WARNING -Verily design parameters and RFAD�.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 -design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p/� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony. Additional temporary and permanent bracing :MITpi �•. is always, required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I cuss I cuss I ype t)ry Fly LU 17'Ll/ONVAI tKJ I UNt - T23177195 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:1103 2021 Page 1 I D:g65k6Z?u VI iu QXUS7?YA4XyW46R-M QFvU7hws6ekfuzUG4jRmaPuavgbhnlmbtGMcizbzUS -1-10-10 4-2-0 9-10-13 1-10-10 '4-2-0 . 5-8-13 1 9-9-5 c Scale= 1,22.1 Plate Offsets (X,Y)— [2:0-3-11 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL.. in (loc) I/deft Ud PLATES GRIP TCLL 20'.0 Plate Grip DOL - 1.25 TC 0.65 Vert(LL) 0.47 6-9 >251 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.45 6-9 >259 180 BCLL 0.0 Rep Stress'Incr NO WB 0.34 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0:oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing'. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-157(LC.8), 2=-335(LC 8), 6=-287(LC 5) Max Grav 4=146(LC 1), 2=298(LC 1), 6=247(LC 3) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=487/638 BOT CHORD 2-6=-631/492 WEBS 3-6=-510%653 NOTES- 1) Wind: ASCE 7-16;,Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.6b 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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 4, 335 lb uplift at joint 2 and 287 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, 60 lb down and 75 lb up at 1-4-15, 3 lb down and 100 lb up at 4-2-15, 3 lb dowrrand 100 lb up at 4-2-15, and 24 lb down . and 149 lb up at 7-0-14, and 24 lb down and 149 lb up at 7-0-14 on top chord, and 41 lb -down and 48 lb up at 1-4-15, 41 lb down and 48 lb up at 1-4-15, 5 lb down and 13 lb up at 4-2-1'5, 5 lb down and 13 lb up at 4-2-15, and 17 lb down and 33 lb up at 7-0-14, and 17 lb down and 33 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced):' Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Continued, on page 2 ® 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 :1►/I�Te 1. k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ ��YY�� 11 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 12,20, JOD. Ifuss truss type uty Yly LUi 1Z1/b'VVAI1=KJIUNla T23177195 2699498 HJ7 DIAGONAL HIP GIRDER 1 1 �� . Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb,12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:13 2021 Page 2 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-M Q FvU7hws6ekfuzUG4jRmaPuavgbhnlm btGM cizbzUS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=41(F=20, B=20) 10=150(F=75, B=75) 11=47(F=-24, B=-24) 12=51(F=26, B=26) 13=4(F=2, B=2) 14=-3b(F=-15, B=-15) ® WARNING - Verify design parameters and READ :NOT ES ON THIS AND INCLUDED MITEC REFERENCE PAGE MII.7473 rev. 6/19/2020 BEFORE USE. Design valid for Useonlywith 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 :11 A'Tel� is always required for stability and to prevent collapse with possible personal injury, and properly damage. For general guidance regarding the - -- 'l — - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 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 JOD I I runs I I mSS I ype . HJ7V I DIAGONAL HIP GIRDER uty I my I LU 1 1 Z110 VVH I tKb I UNt T23177196 l► ! Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021, MiTek Industries, Inc. Thu Mar 11 14:11:14 2021 Pa77 ge 1 ID:g65k6Z?u VI iuQXUS7?YA4XyW46R-gdoHiTiYdQmbH2YgpnEgJoy771FIQFywgXOv88zbzUR 1-10-10 5-11-11 9-10-13 1-10-10 5-11-11 3-11-2 I 3x4 Scale = 1:22.3 5-11-11 5-11-11 9-10-13 3-11-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 d-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stressancr NO WB 0.31 HDrz(CT) 0.02 5 ' n/a nia BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling'directly applied or 7-7-10 oc bracing: WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-9-13, 5--Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-201(LC 8), 2=-229(LC 8), 5=-153(LC 8) Max Grav 4=245(LC 13), 2=412(LC 1), 5=426(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1119/390 BOT CHORD 2-7=578/1122, 6-7=-584/1116 WEBS 3-7=0/270, 3-6=-1113/578 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 nohconcurrent 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 atjoint(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 201 lb uplift at joint 4, 229 lb uplift at joint 2 and 153 lb uplift atjoint 5. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 40AD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) 0 ,rr�1,111111����', ♦. No 0 839 WaltWP.:0fnn F ,MiTekdSA Inc: 69,04'Paike East Date: NALV �1'Ilira' March 12,20, ® WARNING - Veriry design parameters and READ. NOTES ON'THIS ANDINCLUDED MITE( REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® 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 .MlTeko 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/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL_ 36610 JOD I Russ truss I ype. UTy Fly LU 17'Ll/b:VVHI tKJ I UNt 2699498 HJ210 DIAGONAL HIP GIRDER 1 1 to Job Reference (optional). Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14.1 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R-P2783SggKVOOQap58fgzh9Ke_5MOD, 1-10-10 3-11-5 1-10-10 3-11-5 0 LOADING (psf) SPACING- 2-0-0 CISI. DEFL. in (loc) I/deft udi TCLL 20.0 Plate Grip DOL 1.25 TC - 0.27 Vert(LL) 0.01 4-7 >999 240 TCDL . .7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 HOrz(CT) 0.00 2 . n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD' 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz .2=.129(LC 8) Max Uplift 3=-39(LC 8), 2=-172(LC 8) Max Grav 3=60(LC 13), 2=162(LC 13), 4=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown T23177197 11 2021 Page 1 T8ZnFYpzbzUU PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20%. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1). Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) Gable studs spaced at 2-0-0 qc. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Ot=lb) 2=172. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, and 60 lb down and 75 lb up at 1-4-15 on top chord, and 48 lb up at 1-4-15, and 48 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25; Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, 13=75) 9=51(F=26, B=26) March 12,20, ® WARNING -Vedy design parameters and READ : NOTES �ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. WitDesign 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 ;MITe�• . 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/rPlf, Quality Criteria, DSB-89 and BCSI Building Component e East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Park y Tampa, Parke 36610_ JOD 2699498 Builders FirstSoun . I b I russ truss I ype ury Fly LU 11Ll/O VVAI LKJ I UNL T23177198 HJ210A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:12 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-uEhWHnhl5pWt1 kOHiMBCENtpjVf3yPHdMDXp4GzbzUT -1-10-10 3-11-5 1-10-10 3-11-5 2x4 = 0-4-14 , 3-11-5 0�-14 3-6-7 Scale=1:12.1 LOADING (psf) SPACING- 2=0 j0 CSI. DEFL. in (lob) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.27 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5 >999 186 BCLL 0.0 Rep Stress•Incr NO WB 0.00 Horz(CT) 0.01, 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 15 lb FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-6-1, 4=Mechanical Max.Horz .2=128(LC 8) Max Uplift 3=-32(LC 5), 2=-250(LC 8), 4=-48(LC 13) Max Grav 3=42(LC 1), 2=229(LC 1), 4=36(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-11-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. . II; Exp C, Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)3; 4 except Qt=lb) 2=250. 7), Hanger(s) or other connection, device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 98 lb up at 1-4-15, and 54 lb down and 98 lb up at 1-4-15 on top chord, and 24 lb down and 36 lb up at 1-4-15; and 24 lb down and 36 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1� Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=53(F=27; B=27) 10=72(F=36; B=36) o V �j . NO 2. 839 March 12,20, ®WARNING -Verily design parameters and READ:NOTES ONTHIS 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 bucklingof individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� 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 ANS11TP/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I nks I cuss t ype Uty Fly LU 11Z1/D.VVAI tKb l UNt - 2699498 HJ210B DIAGONAL HIP GIRDER 1 1. . T23177199 1 • Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:11:12 2021 Pagel I D:g65k6Z?uM iuQXUS7?YA4XyW46R-u Eh WHnh 15pWt1 kO HiM BCENtoYVfOyO GdM DXp4GzbzUT 1-10-10 3-11-5 1-10-10 3-11-5 Scale = 1:14.7 2x4 11 Plate Offsets (X,Y)— [2:0-2-5,0-0-01 LOADING (psf) 'SPACING- 2-0-0' CSI. DEFL. in (loc) II I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.05 7 >909 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Verl -0.04 7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 4, n/a n/a BCDL 10.0 Code FBC2020/TPI2014 : Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 4=Mechanical, 6=0-8-0. (lb) - Max Horz 6=143(LC 8) MaxUplift All uplift 100 lb or less at joints) except 1=-137(LC 8). 4=-113(LC 1), 5=-149(LC 1), 6=-456(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 4, 5 except 6=553(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-276/219 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60.plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 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 137 lb uplift atjoint 1, 113 lb uplift at joint 4, 149 lb uplift at joint 5 and 456 lb uplift at joint 6. 7) Hanger(s) or other connection_ device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 54 lb up at 1-4-15, and 50 lb down and 54 lb up at 1-4-15 on top chord, and 28 lb down and 44 lb up at 1-4-15, and 28 lb down and 44 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-75, 4-8=-54, 5-7=-20 Concentrated Loads (lb) Vert:10=56(F=28, B=28)11=-56(F=-28,B=-28) ♦♦��►1,11111/� 0�� P�',� ER • P F� i��i No :22839 P � V(fa[t8r Oft 6904 F Date: March 12,20, MIC ®WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 ParkBlvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 East Symbols PLATE LOCATION AND ORIENTATION 14_3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply.plates to both sides of truss and fully embed teeth. 0_11fi r ❑ O 2 U a O For 4 x 2 orientation; locate plates 0- 'lid' from.outside edge of truss. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 u, TOP CHORDS 8 7 . 6 5 A General Safety Notes - Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required:See BCSI.- 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves. may require bracing, or alternative Tor I bracing should be considered. LY 3. Never exceed the design loading shown and never O stack materials on'inadequately braced trusses. 2 U 4. Provide copies of this truss designto the building 0 designer, erection supervisor, property owner and H all other interested parties. This symbol indicates the. . JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE required direction of slots in.:. AROUND THE TRUSS .MRTINGAT THE JOINT FARTHEST TO connector plates. THE LEFT. "Plate location details available in MiTek 20/20 CHORDS.AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. software or upon request. PLATE SIZE PRODUCT CODE APPROVALS ICC-ES Reports: The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 to slots. Second dimension is ER-3907, ESR-2362,-ESR-1397, ESR-3282 the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the by text in,the bracing section of the truss unless otherwise shown. output. Use T or I bracing . if indicated. Lumber design values are in accordance With ANSI/TPI 1 section 6.3 These truss designs rely on lumber values BEARING. established by others. Indicates location.where bearings, (supports) occur. Icons vary,but , © 2012 MiTekO All Rights Reserved reaction section indicates joint — number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1:: National Design Specification for Metal _ .Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, ffe Installing & Bracing of Metal Plate Mk. Conn&cted Wood Trusses. MiTek.Engineering Reference Sheet: MII-7473 rev. 5/19/2020 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully.. Knots and wane at joint locations are regulated by'ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord'with ANSI/TPI 1. 6. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice.is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do.not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 16. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIIrPI'1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.