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Home My WebLink AboutTRUSS258 Southhall Lane, Suite 200 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 � E: info@fdseng.com Website: www.fdseng.com 8 ENGINEERING ASSOCIATES July 20, 2021 Building Department Ref: Adams Homes Lot: Lot 174 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 5321 Vespera St. Model: 1780 A LHG KA # 21-8341 Truss Company: Builders First Source Date of drawings: 7/6/21 Job No.: 2814403 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible fo� °; confirming all quantities and dimensions; selecting appropriate fabrication processes ?A 131_0 :►,,�,� techniques; and coordinating work with all other trades. % J\`� C E , 0 Note: Truss ID's may vary. 140 87,964 If you have any questions, please do not hesitate to call. TA Sincerely, ; X,7� • •••.��,` 10, >®t 01�l111�a° 7/20/2021 7/20/2021 7/ 0/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo T rres, P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" v'. 1� o 'oo o c� �'-� \ �o / > / �� / / / 71 IV, C3V C3P r: ^ Q ✓/ ^ \/ CSV j 7 � // /0�Ila ��Y / ME `• I / � 1098# 2-6-1-00 10'-0" flat z-o -00 j E A04 2- -00 I G ! F <- A03 ODD SPACE 2-0 -00 ` <- A02 2-0 -00 A01 VAULT 2-0 00 f� <- <- A01 2-OCFOO VAULT A01 2-0 00 _ r < I � A01 I 2-0 00 A01 2-0 00 c \ j 01 > > 2-0 00 j ~ A01 0 a 2-0 00 A01 2-0 00 K A01 2-0 00 j E AO _ 7 {7 �V/�7 2-0 00 � 'I A11 2-0 00 i F � i Al2 2-OCFOO 10'-0" flat A13 A14 2 08# U � / �� C5 i / �\ftt qq •� o ^ C6 � ✓\/ /�� /u / / 0 / / / 71 / � 0 � Ao Xe � o 7 � /\ j / u/ pS6 \ 1� 1 t j / , / // C3A 0 o o � � / C A 0 Reviewed nod Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or canonicals made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantifies and dimensions; selecting fabrication processes and techniques of conmetion; coordinating his work with that ofall other hndes and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES / Date: 0720/2021 By: ES Submittal No.: Project No.: 21-8341 Project Eng.: Luis Tor,// Pmjoet Name: Adams Homes - Fort Pierce - Waterston - Lot 174 Blk Ph 3 CONDITIONS PRIOR TO APPROVAL FIELD BY BUILDER MAN WIND FORCE RESISTING SYSTENVC•C HYBRID WINO ASCET-16 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 0 WIND LOAD 160 MPN WIND TWORTARCE FACTOR 140 TRUSSES NAVE BEEN DESIGNED FOR A 10.9 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOAM ROOF LOADING FLOOR LOADING TCLL- 20 PSF TCLL: 40 PSF TCDL• 07 PSF TCDL: 10 PSF BCDL- 10 PSF BCDL: 5 PSF TOTAL 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION!!! 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: 3/12 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: 1 1780 A BLK ADDRESS: 6321 VESPERAST LOT / BLOCK: 174 PH3 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB 9 : 2814403 DATE: 0710512021 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. Builders Combining to setvt you t>ottor 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax(813) 306-1301 t�ttttl•� : • Lumber design,val6*0%are in accordance with ANSI/TPI 1 section 6.3 These truss designs'.rely on lumber values established by others. MiTek® RE: 2814403 - 1780 A BLK MITek USA, Inc. Site Information: 6904 Parke East Blvd. T Customer Info: Adams Homes Port St Lucie Project Name: 1780 A Model: 1780 mpa, FL 336.10-4115 Lot/Block: 174 PH3 Subdivision: WATERSTONE-5321 Vespera St Address: 5321 Vespera St, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20201TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph. Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am'the Truss .Design Engineer and this index sheet conforms to 61 G 15-31-.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24590233 A01 7/6/21 23 T24590255 C3V 7/6/21 2 T24590234 A02 7/6/21 24 T24590256 C5 7/6/21- 3 T24590235 A03 7/6/21 25 T24590257 C5A 7/6/21 4 T24590236 A04 7/6/21 26 T24590258 C5P 7/6/21 5 T24590237 . A05 7/6/21 27 T24590259 C5V 7/6/21 6 T24590238 A06 7/6/21 28 T24590260 E6A 7/6/21 7 T24590239 A07 7/6/21 29 T24590261 E7 7/6/21 8 T24590240 A08 7/6/21 30 T24590262 E7P 7/6/21 9. T24590241 A09 7/6/21 31 T24590263 EN 7/6/21 10 T24590242 A10 7/6/21 32 T24590264 116A 7/6/21 11 T24590243 All 7/6/21 33 T24590265 H7 7/6/21 12 T24590244 Al2 7/6/21 34 T24590266 H7P 7/6/21 13 T24590245 A13 7/6/21 35 T24590267 H7V 7/6/21 14 T24590246 A14 7/6/21 15 T24590247 A15 7/6/21 16 T24590248 . Cl 7/6/21, 17 T24590249 C1 A 7/6/21 18 T24590250 C1 P 7/6/21 19 T24590251 C1 V 7/6/21 20 T24590252 C3 7/6/21 21 T24590253 C3A 7/6/21 22 T24590254 C3P 7/6/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based -on .the parameters provided by Builders FirstSource (Plant -City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. v IMPORTANT NOTE: The seal on these truss component designs is'a certification that the engineer named is licensed in the jurisdiction(s) identified, and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or 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, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI[TPI 1, Chapter 2. N $182` - - ATE OF ;O N A; ►�`' ,,, Joaq n Velez P No.68182 We USA, Inc.: L Cert 6634 6664 �rke East Ivd. Tampa fL 33610 Date: July 6,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 1780 A BLK r � ♦i T24590233 2814403 A01 Special Truss 10 1 Job Reference (optional) BuXders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:31 2021 Page 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-YOk_MgmDcD W ikSjJungx6LzxtjbYBQZokU88gCz_nqU rt-4-q 8-8-0 14-4-13 , 20-0-0 25-7-3 , 31-4-0 40.0-0 Al-4-q 1-4 0 8-8-0 5-8.12 5-7-3 5-7-3 5.8-12 8-8-0 1-4-0 ann171—o- 5x6 4x4 = 5x8 ZZ 5x8 � 3.00 12 8-8.0 14-4-13 20-0.0 25-7-3 31-4-0 40.0-0 8-8.0 5-8-12 5-7-3 5.7-3 5-8-12 B-8-0 Plate Offsets (X,Y)-- [2:0-3-11,0-1-21, [3:0-3-0,0-3-0], [5:0-3-8,0-2-81, [7:0-3-0,0-3-0], [8:0-3-11,0-1-2],[10:0-3-12,0-4-12],115:0-3-12,0-4-121 Scale=1:72.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip,DOL 1.25 TC 0.59.. Vert(LL) 0.49 13 >981 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.72 11-13 >669 186 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC20201rPI2014 Matrix-MSH Weight: 236 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-018=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. WEBS 1 Row at midpt 5-13, 6-13, 7-I1, 4-13, 3-14 Max.Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1552(LC 1), 8=1552(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5016/2698, 3-4=-3052/1807, 4-5=-2165/1427, 5-6=-2165/1427, 6-7=-3052/1807, 7-8=-5016/2698 BOT CHORD 2-15=-2247/4807, 14-15=-2121/4528, 13-14=-1191/2750, 11-13=-1191/2669, 10-11=-2121/4287, 8-10=-2247/4548. WEBS 5-13=-898/1588, 6-13=-1143/697, 6-11=-343/825, 7-11=-1779/1014, 7-10=-496/1223, 4-13=-1209/697, 4-14=-343/891, 3-14=-1938/1014, 3-15=-496/1301 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, Extedor(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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building, Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)_Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=80318=803. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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 propedy incorporate this design into the overall building design., Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate, Institute„ 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 1780 A BLK r 's T24590234 2814403 A02 Hip Truss 1 1 Job Reference (optional) Bulders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:33 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-VPrkmVnU8gmP_mti?gPBm3H9W H1 fMw5CodFl5z_ngS r1-4-q 8-8.0 14-4-11 19-0-0 21-0-0 25-7-4 31-4.0 40-0-0 1.4-0 8-8-0 5-8-11 4-7-4 2-0-0 4-7-4 5-8-11 8-8-0 1-4-0 it Scale =1:75.7 5x8 3.00 12 6.00 F12 5x6 = 5x6 = 4x4 = 5x8 8-8-0 14-4-11 19-0-0 21-0-0 , 25-7-4 31-4.0 40-0-0 8-8-0 5-8-11 4.7-4 2-0-0 4-7-4 5-8-11 8.8-0 Plate Offsets (X,Y)-- [2:0-3-11,0-1-21, [3:0-3-0,0-3-01, [5:0-3-0,0-2-01, [6:0-3-0,0-2-01, [8:0-3-0,0-3-01, [9:0-3-11,0-1-21, [11:0-3-12,0-4-121, 117:0-3-12,0-4-121 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except* 1-3,8-10: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=418(LC 9) Max Uplift.2=-803(LC 10), 9— 803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) CSI. DEFL. in (loc) I/dell. Ud TIC 0.60 Vert(LL) 0.4812-14 >999 240 BC 0A9 Vert(CT) -0.7012-14 >684 180 WB 0.49 Horz(CT) 0.46 9 n/a n/a Matrix-MSH PLATES. GRIP MT20 244/190 Weight: 248 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-4 oc bracing. WEBS 1 Row at midpt 3-16, 4-15, 7-14, 8-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5018/2639, 3-4=-3049/1754, 4-5=-2261/1434, 5-6=-1979/1352, 6-7=-2261/1434, 7-8=73049/1754, 8-9=-5018/2639 BOT CHORD 2-17=-2193/4791, 16-17=-2070/4513, 15-16=-1139/2738, 14-15=-700/1979i 12-14=-1139/2664, 11-12=-2070/4289, 9-11— 2193/4551 WEBS 3-17=-483/1290, 3-16=-1936/1015, 4-16=-345/930, 4-15=-1187/662, 5-15=-463/826, 6-14=-463/826, 7-14=-1125/662, 7-12=-345/866, 8-12=-1784/1015, 8-11= 483/1224 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, Extedor(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3). building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5)-This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803, 9=803. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or, chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB799 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 17BO A BLK r �r T24590235 2B14403 A03 Hip Truss 1 1 Job Reference (optional) Bu4ders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:34 2021 Page 1 ID:g65k6Z7uVli uQXUS77YA4XyW 46R-zbP6_ro6v8uGbvSuZvEek_bQ5wfhOipEQSNoHXz_ngR r1-4-q 8-8.0 12-6-4 17-0-0 23-0-0 27.5-12 31-4-0 40-0.0 111-4-q 1-4.0 8-8-0 3-10-4 4-5-12 6-0-0 4-5.12 3-10-4 8-8-0 5x6 = 6.00 F12 5x8 = 412 ZZ 4x12 % 3.00 12 8-8.0 17-0-0 23-0-0 31-4-0 40-0.0 8-8-0 8-4-0 6.0-0 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.47 11-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.81 11-13 >590 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,8-10: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 'Except' 12-15,11-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Scale = 1:75.7 PLATES GRIP MT20 244/190 Weight: 235 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or oc bracing. WEBS 1 Row at midpt 6-14 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1815(LC 15), 9=1818(LC 16) FORCES. (lb) - Max. Comp.%Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5989/2704, 3-4=-6035/2915, 4-5=-2932/1603, 5-6=-2620/1510, 6-7=-2835/1603, 7-8=-5762/2915, 8-9=-5713/2704 BOT CHORD 2-15=-2249/5713, 14-15=-1425/3695, 13-14=-913/2633, 11-13=-1425/3291, 9-11=-2249/5170 WEBS 3-15=-376/374, 4-15=-1 152/2745,4-14=-1304/704, 5-14=-408/1024, 6-14=-252/255, 6-13=-407/1129, 7-13==12391705, 7-11=-1152/2583, 8-11=-381/374 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intenor(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;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)_' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '(Hill fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSYTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=803, 9=803. 0 0 m N Ic 6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke, East Blvd. Safefy.lnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 A BLK T24590236 2814403 A04 Hip Truss 1 1 Job Reference (optional) BAders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:35 2021 Page 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-RozVBBpkgRO7D3157cItHBBbOKx37ESOf66Mpzz_ngQ r1-4-q 8-B-0 15-0-0 20-0-0 25-0-0 31-4-0 40-0-0 1t1-4-q 1 4 0 8.8-0 6-4-0 5-0.0 5-0-0 6-4-0 8-8-0 6.00 12 4x12 ::: 3.00 F12 8-8-0 5x6 = 3x4 = 5x6 — 5 6 23 412 Scale=1:75.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.70 Vert(LL) -0.47 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.82 11-13 >586 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purtins. 1-3,7-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP M 26 "Except" WEBS 1 Row at midpt 3-13, 7-11 12-14,10-12:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1818(LC 15), 8=1818(LC 16) FORCES. (Ib) -Max. Oomp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5985/2847, 3-4=-3385/1786, 4-5= 3018/1689, 5-6=-2918/1689, 6-7=-3275/1786, 7-8=-5729/2847 BOT CHORD 2-14=-2387/5683, 13-14=-2257/5344, 11-13=-1283/3144, 10-11=-2257/4874, 8-10=-2387/5188 WEBS 3-14=-519/1574,3-13=-2397/1201,4-13=-502/1218,5-13=-351/203,5-11=-351/203, 6-11=-502/1218, 7-11=-2268/1201, 7-10=-519/1460 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 9-4-2, Exterior(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;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. 61--` 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 = IO.Opsf. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=80318=803. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: - July 6,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK i x T24590237 2814403 A05 Hip Truss 1 1 Jab Reference (optional) tyuneers rtrslsource Priam Lmy, t-Lt, rianl cny, rL - 00aor, a.wau s uun Z ZUZ, IVII I UK InuuSlrleS, Inc. I Ue Jul O IG:LVLoI LVL 1 raye I ID:g65k6Z?uVliuQXUS7?YA4XyW46R-NA5Fctr C3HrTNATE1nLMcDwK7e7b3rg7QbTusz_nqO r1-4-00 174-0 , 2-8.D0 7-000 31-4-0 40-0-0 4o 'a -8-0 A1i--44--0-0 3.0-0 3-8-01-4 6-4-0 6 Q Scale=1:75.7 dI 0 6.00 F12 5x8 = .2x4 II 5x8 = �� 5 26 27 6 28 297 ` 18 17 15 ST1.5x8 STP= ST1.5x8 STP= 5x8 = 4x8 — 2x4 II 4x6 = 8x10 = 3.00 Ll2 3x6 13-0-0 20-8-0 1-8- 27-0-0 31-4-0 40-0-0 N9-4-0 -0 3-8-0 7-8-0 -0- 5-4-0 4-4-0 8-8-0 Plate Offsets (X,Y)--[4:0-2-4,0-3-01,[5:0=6-0,0-2-81,[7:0-6-0,0-2-81,[8:0-3-0,0-3-41,[9:0-2-2,0-0-71,[18`.0-3-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC 0.78 Vert(LL) 0.21 18-20 >530 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.40 11-23 >915 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc purlins. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied ors-5-4 oc bracing. Except: BOT CHORD 2x4 SP No.2 'Except" 10-0-0 oc bracing: 13-15 2-16,14-16: 2x6 SP No.2, 6-15: 2x4 SP No.3 WEBS 1 Row at midpt 5-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0; 18=0-8-0 Max Horz 2=296(LC 9) Max Uplift 2=-482(LC 20), 9=-547(LC 10), 18- 1249(LC 10) Max Grav 9=1044(LC 16), 18=2392(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/1392, 3-4=-670/1514, 4-5=-72/339, 5-6— 973/657, 6-7=-975/651, 7-8=-1512/894, 8-9=-2696/1389 BOT CHORD 2-18=-1224/658, 17-18=-1335/930, 6-13=-442/446, 12-13=-362/1311, 11-12=-987/2248, 9-11=-1050/2399 WEBS 4-1 8=-1 975/949, 5-17=-1181/745, 5-13=-773/1462, 7-13=-455/240, 7-12=-310/726, 8-12=-12131735, 8-11=-208/700, 13-17=-337/513, 4-17=-720/1697, 3-18=-292/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 6=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, Intedor(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, Exterior(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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3).Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 61' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding. 100 lb uplift at joint(s) except (jt=lb) 2=482, 9=547, 18=1249. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or.chord members only. Additional temporary and permanent bracing Welk" 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./nformation available from Truss PlateInstitute„ 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK 1 T24590238 2814403 A06 Hip Truss 1 1 Job Reference (optional) tivaaers Flrsibource trianl L ny, T-L), riani l.ny, rL - J3oof, 0.90v b J.. c —4 r rvn r cn n iuubuicb, a ic. i um Ju c , U. , I D:g65k6Z?uV IiuQXUS7?YA4XyW 46R-rMfdgDrcyMPi4Xjfollaugm2nX_cKcogL4LOQlz_ngN r1-4-q 6-11-0 11-0-0 15-1-2 20-8-0 29-0.0 31-4-D , 40-0-0 1.1-4-q 1 4-0 6-11-0 4-1-0 4-1-3 5.6-14 B-4-0 2-4-0 8-8-0 1-4-0 a Scale=1:74.2 5x6 = 5x6 = 3x4 11 Sx8 = 426 27 5 28 6 29 30 7 31 3x4 ST1.5x8 STP= ST1.5x8 STP= 4x8 — 2x4 II 3x6 4x6 = 8x10 = 4x8 3.00 12 = 15-1-2 20.8-0 B-8-0 0 m 0 6 0 0 m Ia N 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.99 Vert(LL) 0.25 18-20 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.44 12-13 >838 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.57 HOrz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH Weight: 229lb 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 or 5-6-8 oc bracing. Except: 2-17,14-17: 2x6 SP No.2, 6-15: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at-rriidpt 7-13, 4-18 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Horz 2=255(LC 9) Max Uplift 2=-612(LC 20), 9=-531(LC 10), 18=-1319(LC 10) Max Grav 9=998(LC 16), 18=2552(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-713/1699, 3-4=-753/1810, 5-6=-1045/591, 6-7=-1099/632, 7-8=-1790/1038, 8-9=-2565/1332 BOT CHORD 2-18=-1497/804, 16-18=-95Bl749„6-13=-429/405, 12-13_ 51.1/1585, 11-12=-940/2164, 9-11=-997/2288 WEBS 5-16=-1000/601, 13-16=-138/443, 5-13=-640/1358, 7-13=-564/335, 7-12 386/8461 8-12=-986/644, 8-11=-225/628, 4-16=-607/1378, 4-18=-2163/1046, 3-18=-335/440 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 Extedor(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 water ponding. 5). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a•rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7rBearing at joint(s) 9 considers parallel to grainvalue using ANSI/TPI 1 angle. to,grain formula. Building. designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=612, 9=531, 18=1319. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Paake East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord, members only. Additional. temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK � j T24590239 2814403 A07 Hip Truss 1 11 Job Reference (optional) isuaaers rusibource trlani L iry, Ml, rianl ury, rL - 0J901, UAJU .T Jul] a eu4I Ivn 1 UK uluusules, 111U. 1 ue Jul o 14.4u.oa 4u 1 Faye 1 I D:g65k6Z?uVli uQXUS77YA4XyW 46R-JZD? l ZsEjgXZihKsMSgpRI JGvx lv323zak4Zylz_ngM r1-4-q 6-1-11 9.0-0 , 14-7-9 20.8-0 25-1%11 31-0.0 , 33-10-5 , 40-0.1 A7-4-q 1-4-0 6-1-11 2-10.5 5-7-9 6-0-7 5-2-8 5-1-8 2-10-5 6-1-11 r Scale =1:74.2 5x6 = 5x12 = 6.00 12 4 26 27 5 2x4 11 3x4 = _ 5x6 6 728 29 30' 8 0 11 3334 18 1716 15 14 ST1.5x8STP= ST1.5x8STP= 4x8= 2x4 II 6x8 = 3.00112 3x6 4x6 = 4x4 = 4r0 14-7-9 20-8-0 9-0-0 204190 21-e-p 31-4-0 _ 40.0-0 9.0-0 0-4.0 5-3-9 6-0-7 0- 9-8.0 B-B-6 Plate Offsets (X Y)-- [4:0-4-0,0-2-8] [5:0-4-0,0-3-0][8:0-3-0,0-2-0],[10`.0-1-10,0-0-7];[18:0-4-0,0-4-4] 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 0.78 Vert(LL) -0.47 12-13 >791 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.00 12-13 >369 180 BCLL 0.0 Rep Stress Incr, YES WB 0.64 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH - Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD 2x6 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-15: 2x4 SP No.3, 12-13: 2x4 SP No.1, 10-12: 2x4 SP No.2 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 18=0-8-0 Max Horz 2=214(LC 9) Max Uplift 2=-838(LC 20), 10=-505(LC 10), 18=-1450(LC 10) Max Grav 2=9(LC 10), 10=933(LC 16), 18=2826(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/2191, 3-4=-1011/2271, 4-5=-900/2049, 5-6— 1039/469, 6-7— 1080/458, 7-8=-1846/1026, 8-9=-2216/1154, 9-10=-2506/1375 BOT CHORD 2-18=-1940/960, 16-18=-526/577, 6-13=-293/246, 12-19=-678/1774, 10-'12=-1065/2252 WEBS 4-18— 1186/617, 5-18=-1968/900, 5-16=-2/292, 13-16=-532/640, 5-13=-709/1669, 7-13=-782/680, 8-12=-317/788, 3-18=-275/420, 9-12=-321/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1.60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=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, Extedor(2R) 3-4-2 to 14-7-9, Interior(1) 14-7-9 to 25-4-2, Extedor(2R) 25-4-2 to36-7-14, Intedor(1) 36-7-14 to 37-4-0, Exterior(2E) 3774-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Trovide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=838, 10=505, 18=1450. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: :July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK i w T24590240 2814403 A08 HIP TRUSS 1 2 Job Reference (optional) BuNders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:43 2021 Page 1 ID:g65k6Z?uVliuQXUS74YA4XyW 46R-CKSWtwvinvl ?BledblulbtTyprf?p4ZVM2n6W z_ngl 1r 4-01 7-0-0 , 9-4.0 , 11-10.111,3-0-1,1 16-9-5 21-4-0 25-2-6 28-10-2 33-0-0 36-0-0 40-0-0 a1-0-Q 1-4-0 7-0-0 2-4-0 2-6-11 1.2-0 3-8-11 44 1 3-10.6 _ 3-7-12 4-1.14 3-0-0 4.0-0 Scale = 1:74.2 5x6 = 4x6 = 5x8 = 7x8 = 6.00 12 3 4 31 5 32 33 6 34 5x6 = 2x4 11 48 = 6x8 = 7 35 8 3637 9 38 10 ST1.5x8 STP 24 23 22 21 39 20 40 19-,--18 3xx6 = ST1.5x8 ST12M-0 2x4 I 5x8'= 2x4 II i 3.00112 4x6 4x6 = 3x6 = 6x8 = 7.0-0 4-6-11 'l-4-O' 2-6.6 ' 3-7-12 4-0-6 12 13 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TIC 0.78 BC 0.81 WB 0.76 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.37 15-16 >996 240 -0.46 15-16 >798 180 0.17 12 n/a n/a PLATES MT20 Weight: 472 lb GRIP 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. 3-6: 2x6 SP No.2, 6-10: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 17-19 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2= 1875(LC 18), 12=-1010(LC 8), 23=-3750(LC 8) Max Grav 2=686(LC 6), 12=1689(LC 1), 23=6167(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1988/4419, 3-4=-1626/3835, 4-5=-3001/5766, 5-6=-234/293, 6-7=-3573/1983, 7-8=-5300/3043, 8-9= 5300/3043, 9-10=-5002/2829; 10-11=-5452/3024, 11-12=-5180/2905 BOT CHORD 2-24=-3926/1918, 23-24=-5766/3239i 21-23=-2752/1614, 20-21=-2752/1614, 17-19=0/368, 7-17=-1086/840, 16-17= 1801/3686, 15-16= 3071/5713, 14-15=-3071/5713, 12-14=-2488/4632 WEBS 3-24=-2291/1250, 4-23=-3260/2281, 5-21=0/302, 5-20=-1804/3362, 6-20=-2011/1234, 17-20=-236/256, 6-17=-2109/3998, 7-16— 1110/1806, 8-16=-538/428, 9-16=-465/312, 9-15=-17/317, 9-14=-879/538, 10-14— 867/1874, 11-14=-603/593, 4-24— 2364/3500, 5-23=-4130/2224 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at'0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs _ connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=4011; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL= ,.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Joaquin Velez,PE No.68182 6) Provide adequate drainage to prevent water ponding. MiT ek USA, Inc. FL Cert 6634 MlT 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Parke East Blvd. Tampa Ft 33810 8) This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Date; 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verify JuIV 6,2021 �o w surface. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE-MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute,.2676 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK i a T24590240 2814403 A08 HIP TRUSS 1 2 Job Reference (optional) BuTders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:43 2021 Nage 2 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-CKS Wtwvinvt ?BledblulbtTypYif?p4ZVM2n6W z_ngl NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1875, 12=1010, 23=3750. 11) 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 must provide for uplift reactions indicated. .12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 211 lb up at 7-0-0, 115 lb down and 202 lb up at 9-0-12, 112 lb down and 178 lb up at 11-0-12, 112 lb down and 178 lb up at 13-0-12, 112 lb down and 178 lb up at 15-0-12, 112 lb down and 178 lb up at 17-0-12, 112 lb down and 178 lb up at 19-0-12, 112 lb down and 178 lb up at 20-11-4, 103 lb down and 165 lb up at 22-11-4, 103 lb down and 165 lb up at 24-11-4, 103 lb down and 165 lb up at 26-11-4, 103 lb down and 165 lb up at 28-11-4, and 103 lb down and 165 lb up at 30-11-41 and 236 lb down and 373 lb up at 33-0-0 on top chord, and 388 lb down and 456 lb up at 7-0-0, 84 lb down at 11-0=12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 19-0-12, 84 lb down at 21-2-4, 81 lb down and 34 lb up at 22-8-0, 81 lb down and 34 lb up at 24-11-4, 81 lb down and 34 lb up at 26-11-4, 81. lb down and 34 lb up at 28-11-4, and 81 lb down and 34 lb up at 30-11-4, and 334 lb down and 135 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of, others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,3-10=-54,'10-13=-54,19-25=-20,18-19=-20,14-17=-20,14-28=-20 Concentrated Loads (lb) Vert: 3=-115(F) 10=-189(F) 22=-63(F) 19=-63(F) 7=-112(F) 14=-334(F) 24=-388(F) 4=-115(F)21=-63(F) 5— 112(F) 20=-63(F) 6=-112(F) 8=-103(F) 16- 72(F) 15=-72(F) 9=-103(F) 18=-72(F) 31=-112(F) 33= 112(F) 34=-112(F) 35=-103(F) 37=-103(F) 38=-103(F) 39— 63(F) 40= 63(F) 42= 72(F) 43=-72(F) ® WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekS 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK k a T24590241 2814403 A09 Hip Truss 1 1 Job Reference (optional) BuTders FirstSource (Plant City, FL), Plant City, FL - 33567, ' 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:20:45 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-8jaHlcx?J W HiQcoOijxDhlZHvMNGTibsyfXuAOz_ngG r1-4-0 8-8-0 13-6 18-4-0 20.4-8 21-8-Q 27-4-9 33-6.5 40-0-0 a1.4-q 1-4.0 8-8-0 4.10-0 4.10.0 2.0-8 1-3.8 5-8-9 6-1.12 6-5-11 1.4-0� co O 6.00 12 5x6 = 4x6 = 3x6 = 5 6 7 Jx1u= 14 1970 _ 3x6 3.00 12 3x4 = 20-6-4 20.5-0 Scale =1:75.7 e-8-0 1e-4-0 20-4-e ,21-e-q 2sa-2 _ _ � 40-0-0 8-8-0 9-8-0 2-0-80- -4 7-11-2 10-4-14 0-0181-12 Plate Offsets (X,Y)--[2:0-0-14,0-0-71,[3:0-3-0,0-3-01,[5:0-3-0,0-2-01,[7:0-3-0,0-2-01,[9:0-3-0,0-3-01,[10:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vclefl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.26 16-17 >962 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.53 16-17 >461 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.05, 14 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-MSH Weight: 218lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. Except: BOT CHORD 2x4 SP No.2 `Except` 1 Row at midpt 6-15 6-14: 2x4 SP No.3, 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 8-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=404(LC 9) Max Uplift 2=-546(LC 10), 14=-527(LC 10), 10= 532(LC 10) Max Grav 2=918(LC 15), 14=1841(LC.15), 10=1021(LC 16) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2279/1274, 3-4=-2375/1527, 4-5— 362/535, 5-6=-309/548, 6-7=-195/502, 7-8= 207/476, 8-9— 1174r/43, 9-10=-1465/870 BOT CHORD 2-17=-944/2333, 16-17=-332/886, 14-15=-1293/357, 6-15=-1338/252, 12-14=-254/655, 10-12=-585/1258 WEBS 3-17=-499/449, 4-17=-859/1948, 4-16=-907/581, 6-16=-205/1069, 8-14=-960/527, 8-12=-146/765, 9-12=-453/364 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. ll; 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 12-8-2; Exterior(2R) . 12-8-2 to 27-4-9, Interior(1) 27-4-9 to 37-4-0, Exterior(2E) 37-4-0 to'41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) j3uilding 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 pst bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=546, 14=527, 10=532. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 tmss 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 ANS//TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK i T24590242 2814403 A10 Hip Truss 1 1 Job Reference (optional) dUiiaers I-irstSOurce (Plant Glty, I-L), Plant Glty, t-L - 33bb/, o.9Ju s Jun a due r ,vu, uK ,nuusuieb, u,c. , uv out o ,.— ray. , ID:g65k6Z?uVliuQXUS7?YA4XyW46R-45if ilyGr7XQfvxOg8zhmjed093Vxgx9Qz0_FHz_ngE r1-4-0 8.8.0 16-4.0 2W 23-8-0 31-7-5 l' 7-8-0 4-: 3-3-8 7-11-5 8-4-11 1-4-0 r Scale=1:75.7 5x6 = 6.00 12 4x6 = 5x8 = 5 6 0 0 m Ia N 0 6xB = 3x4 = 3x6 2x4 11 3x6 3x6 ; 3.00 F12 20-6-4 16-4-0 20-4.6 20{-0 z3-6-o , _31-7-s a0-o-o e-8-0 7-6-0 4-0-6 0- a 3-1-12 7-1�-s 9-4-n LOADING (psf) SPACING- 2-0-0 CSI. - bEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.18 16-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.35 16-19 >702 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) - -0.03 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 219lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 13=0-3-8, 8=0-8-0 Max Horz 2=363(LC 9) Max Uplift 2=-539(LC 10), 13=-543(LC 10), 8=-523(LC 10) Max Grav 2=791(LC 19), 13=1574(LC 1), 8=844(LC 16) BRACING- -. . TOP CHORD Structural wood sheathing directly applied or 2-11 r15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 1 Row at midpt 3-15, 6-13, 7-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1912/1324, 3-4=7457/599, 4-5=-425/631, 5-6=-146/473, 6-7=-401/537, 7-8� f 177/816 BOT CHORD 2-16=-996/1951, 15-16=-939/1815, 13-14=-975/437, 5-14=-933/425, 10-12=-517/962, 8-10= 517/960 . WEBS 3-16— 173/639, 3-15=-1510/931, 5-15=-314/921, 6-13=-758/327, 6-12=-216/554, 7-12=-901/575, 7-10=0/364 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 10-8-2, Exterior(2R) 10-8-2 to 29-3-14, Interior(1) 29-3-14 to 37-4-0, Exterior(2E) 37-4-0 to:41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building. Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord andany other members. 7j Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to.grain formula. Building designer should verify capacity of bearing surface. 8), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=539, 13=543, 8=523. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and�is for an Individual building component, not �� a truss system. Before use, the building designer must vedfy,the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety.inlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK r . . T24590243 2814403 All Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 612:20:48 2021 Page 1 ID:g65k6Z7uVliuQXUS77YA4XyW 46R-ZI FPwezucRfHH3W aOrUwlxAmoZNHg9yledmYnjz_ngD r1-4-Q 8.8-0 14-4-0 25-8-0 33-1-9 40-0.0 Al-4-Q 1-4.0 8.8-0 5-8.0 11-4-0 7-5-9 6-10-7 1-4.0 aI 0 6.00 F12 5x6 — 46 = 5x8 = 13 12 10 6x8 = 3x4 = 3x6 = 19-7-0 2x4 11 3x6 3x6 3.00 Fl2 I 7-5-9 Scale = 1:75.7 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 FBC2020rfP12014 CSI. TIC 0.96 BC 0.90 WB 0.40 Matrix-MSH DEFL. Vert(LL) . Vert(CT) Horz(CT) in (loc) I/defl Ud -0.21 16-19 >999 240 -0.41 16-19 >601 180 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 210lb 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 or 4-5-12 oc bracing. 5-13: 2x4 SP No.3 WEBS 1 Row at midpt 3-15, 6-13, 7-12 WEBS 2x4 SP N6.3 REACTIONS. (size) 2=0-8-0; 13=0-3-8, 8=0-8-0 Max Horz 2=322(LC 9) Max Uplift 2=-526(LC 10), 13=-568(LC 10), 8=-51 O(LC 10) Max Grav 2=935(LC 15), 13=1802(LC 15), 8=983(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2284/1282, 3-4=-753r707, 4-5=-628/698, 5-6=-130/456, 6-7— 643/581, 7-8=-1469/846 BOT CHORD 2-16— 954/2275, 15-16=-896/2101, 13-14=-1148/562; 5-14=-1040/580, 12-13— 99/415, 10-12=-568/1245, 8-10=-567/1251 WEBS 3-16=-180/799, 3-15=-1488/789, 5-15=-334/1133, 6-13=-878/287, 6-12=-160/671, 7-12=-930/522, 7-10=0/311 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 8-8-2, Exterior(2R) B-8-2 to 31-3-14, Interior(1) 31-3-14 to 37-4-0, Extedor(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7j Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=526, 13=568, 8=510. Joaquin Velez, PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITQ.'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 ANSUlPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK r T24590244 2814403 Al2 Hip Truss 1 1 Job Reference (optional) tsuttaers mrsraource trianr utry, r91 riant ugly, rr-- 0000r, < <�•_� �y� ID:g65k6Z?uVliuQXUS7?YA4XyW46R-1 Upn7z_WNIn8vD5nxZ?9r8jwOzjLPZWRtHV5J9z_ngC 4- -8-0 5-11-1 8.8-0 12-4-0 16-6.4 20-5.0 27-8-0 32-8-12 40-0-0 111-4-Q 1-4-0 5-11-1 2-8-15 3-8-0 Z. 3-10-12 7-3-0 5-0-12 7-3.4 1-4-0 Scale = 1:74.2 5x6 = 3x4 II 5x8 = 3x4 = 4. 26 5 27 6. 28 29 7 6.00 12 3x4 3 3x4 8 30 25 Z ST1.5x8 STP = ST1.5x8 STP = 24 31 15 m 2 16 5x6 —_ 910 1 5 5x6 = 3x8 = 0 14 13 12 11 3x6 3.00 12 6x8 = 3x6 = 19-7-0 2x4 I I 3x6 — x = 8-8-0 12-4-0 20-5-0 20 -4 27-8-0 32-8-12 40-0-0 8-8-0 3-8-0 B-1-0 0- -4 7.1-12 5.0-12 7-3-4 Plate Offsets (X Y)-- [2:0-1-2 0-0-7] [4:0-3-0 0-2-0] [7:0-6-0 0-2-8] [12i0-2-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) -0.21 17-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.41 17-20 >603 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 205 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 or 2-2-0 oc bracing. 6-14: 2x4 SP No.3 WEBS 1 Row at micipt 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 14=0-3-8, 9=0-8-0 Max Horz 2=281(LC 9) Max Uplift 2=-506(LC 10), 14=-61 O(LC 10), 9=-489(LC 10) Max Gram 2=946(LC 15), 14=1771(LC 15), 9=976(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/1238, 3-4=-1138/808, 4-5=-975/750, 5-6=-109/354, 6-7=-117/399, 7-8=-818/632, 8-9=-1387/795 BOT CHORD 2-17=-914/2251, 16-17=-861/2105, 15-16= 188/562; 14-15=71150/622, 6-15= 362/342, . 13-14=-168/598, 11-13=-506/1169, 9-11=-506/1169 WEBS 3-17— 1901738, 3-16=-1252/704, 4-16=-212/382, 5-16=-137044, 5-15=-975/435, .7-14=-892%314, 7-13=-175/672, 8-13=-718/419, 8-11.=0/255 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-8-2, Exterior(2R) 6-8-2 to 17-11-14, Interior(1) 17-11-14 to 22-0-2, Exterior(2R) 22-0-2 to 33-3-14, Interior(1) 33-3-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements specific Jo the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=506, 14=610, 9=489. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904' Parke East Blvd. Tampa FL 33610 Date: .July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, andis for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building. design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek' ' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK 1 l T24590245 2814403 A13 Hip Truss 1 1 Job Reference (optional) tsultcers rtrsmource triant Illy, rul, rlant t lly, M - aaor, 8-8-0 ' 1-8.0 ' 5-0-8 5-0-0 J oulI a LVL 1 IVII I CR IIIuubulub, Il mi. 1 uu Jul u 1 G.4-au — 1 raw= 1 44XyW 46R-VgNALJ78B2v7W NgzVG W ONMG69N3rBxZb6xFfrcz_nqB 3-0 33-11.3 1 40-0-0 41-4-Q Scale= 1:74.2 5x6 = 5x6 = 2x4 11 4 27 28 529 2x4 11 3x4 = 5x6 = 6 30 7 31 32 8 3x6 :-: 100 12 6x8 = 4x6 = 3x8 = 2x4 11 3x6 20-6-4 10-4-0 15-4-8 20-408 21#-0 29-8-0 1 33-11-3_1— 40-0-0 a-8-0 1-8-05-0-0- 8 9-1.12 4-3-3 s-0-15 1 0-1.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.25 13-15 >934 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.44 13-15 >528 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 203lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 . REACTIONS. (size) 2=0-8-0, 15=0-3-8, 10=0-8-0 Max Horz 2=240(LC 9) Max Uplift 2=-495(LC 10), 15=-633(LC 10), 10=-477(LC 10) Max Gram 2=966(LC 15), 15=1704(LC 15), 10=974(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. FORCES. (lb) -Max. Comp./Max._ Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=-2363/1230, 3-4=-2499/1540, 4-5=-998/779, 5-6=-11,0/302, 6-7=-122/335, 7-8=-893/661, 8-9=-1030/678, 9-10= 1458/828 BOT CHORD 2-18=-904/2286, 17-18=-602/1490, 16-17=-367/1043, 16-16=-1025/512, 6-16=-258/21.1, 13-15=-198/479, 12-13=-553/1244, 10-12=-553/1244 WEBS 3-18=-596/605, 4-18=-865/1585, 4-17=-480/160, 5-17=-6/476, 5-16=-1311/570, 7-15=-760/422, 7-13— 80/494, 9-13= 548/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=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 4-8-2, Exterior(2R) 4-8-2 to 15-11-14, Interior(1) 15-11-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-3-14, Interior(1) 35-3-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s).2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=495, 15=633, 10=477. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is fog an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord membersonly. 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 ANS11TPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 A BLK 4 T24590246 2814403 A14 Special Truss 1 1 " Job Reference (optional) BuNders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I eK IndUstnes, Inc. I ue Jut to12:zW3;j zu21 rage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-vF3lzL10QzlaNgPYA0457_ufba7FLQ21 ovTJSx2_ng8 i-1-4-0 8-0-0 14-6-4 20-4-8 28-4-0 2e-0,031-0-0 40-0-0 p1-4-0, 1-0-0 8-4-0 6-2-4 5-10-4 7-11-8 -8- 2-0-0 9-0-0 1-4-0 6.00 F12 3x6 3.00 F12 5x6 = 5x8 = no 11 no 4 LOADING (psf) SPACING- 2-0-0 . CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCDL 7.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 * Rep Stresslncr YES WB 0.41 BCDL 10.0 Code FBC2020/TPl2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,8-10: 2x4 SP No. 1, 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 9=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2= 473(LC 10), 14=-676(LC 10), 9— 456(LC 10) Max Grav'2=802(LC 19), 14=1542(LC 1), 9=789(LC 16) 48 = 3x4 11 8x12 = 5x6 = 1J 6x8 = 3x6 = 2x4 11 3x4 = 3x6 = Scale= 1:77.2 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.2811-23 >844 240 MT20 244/190 Vert(CT)-0.4011-23 >584 180 Horz(CT) 0.06 . 9 n/a n/a Weight: 190 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or-4-4-9 oc bracing. WEBS 1 Row at midpt 4-15, 6-14 FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/1236, 3-4=7166211243, 5-6=-95/286, 6-7=-808l739, 7-8=-826/765, 8-9=-964/705 BOT CHORD 2-17=-909/1759, 16-17=-657/1317, 15-16= 657/1317, 14-15=-1038/654, 5-15=-430/366, 12-14=-346/736, 11-12=-350/734, 9-11= 378l773 WEBS 3-17=-94/485, 4-17= 240/484, 4-15=-1565/885, 6-14=-910/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160I nph (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 4-4-0,, Exterior(2R) 4-4-0 to 12-4-0, Interior(1) 124-0 to 28-4-0, Extedor(2R) 28-4-0 to 35-0-0, Interior(1) 35-0-0 to 374-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Jo the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 considers parallel to grain. value using ANSI/TPI 1 angle to grain formula. Building. designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=473, 14=676, 9=456.' Joaquin Velez,PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 propeily 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?P11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A ELK T24590247 2814403 A15 Special Truss 1 1 Job Reference (optional) tfuitaers r1rsioource (flan[ lacy, t'Lj, riant l,Iry, rL - J30b/, 8.4ou , dull L LVL I IYII I UK Il luubll lub, 1110. 1 uU dul o 1—u— 4u 1 rage 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-reA3012HybYldBYxlp6Z4PzytOnvpFSKFDyQXpz_nq6 [1 4-0 6.4-0 12-0-2 17-0-14 22-1-11 26-4-0 27-Or0 33-0-0 40-0-0 41-4-Q 1-4-0 6-4.0 5-8-2 5.0-13 5-0-13 4-2-5 8- 6-0-0 7-0-0 1-4-0 Scale = 1:75.7 5x8 = 5x8 = 2x4 11 6.00 12 3 gr 911 g7 4 9a eo an 5 141 5x6 3x6 = 5x6 = 5x8 = 6 7 8 32 33 34 9 10 11 1835 ' 36 37 17 38 16 15 14 13 39 40 . 12 3x6 = 2x4 11 Sx6 = 6x8 = 4x4 = 3x6 = 3x8 = 2x4 11 3x6 = 33-0-0 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr . NO Code FBC2020/TP12014 CSI. TC 0.97 BC 0.84 WB 0.74 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.15 17-18 >999 240 -0.24 12-13 >999 180 0.07 10 n/a n/a .-PLATES GRIP MT20 244/190 Weight:201 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 34,8-9,4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except` WEBS 1 Row at midpt 4-16, 6-16, 7-15 14-17: 2x4 SP No:2 P WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=7-2-4, 10=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-897(LC 8), 16=-2379(LC. 8), 10=-729(LC 8) Max Grav 2=642(LC 17), 16=3325(LC 1), 10=1426(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-870/1329, 3-4=0/627, 4-5=-1144/1942, 5-6— 1144/1942, 6-7=-476/119, 7-8=-2195/962, 8-9=-2090/961„ 9-10=-2558/1154 BOT CHORD 2-18=-1043/720, 17-18=-1068/73B, 16-17=-592/0, 15-16=0/476, 13-15=-656/1994, 12-13— 867/2246, 10-12=-865/2220 WEBS 3-18=-545/524, 3-17=-953/761, 4-17=-5961738, 4-16=-2140/2063, 5.16=-453/459, 6-16=-2866/1496, 6-15=-536/1236, 7-15=-1914/961, 8-13=0/500, 9-13=-255/218, 9-12=-45/714, 7-13=-522/479 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); 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 .go 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 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. 7) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates maybe used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. Joaquin Velez.PE No.68182. 8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) MiTek USA, Inc. FL Cert 6634 2=897, 16=2379, 10=729. 6904 Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 continued on Daoe 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BILK T24590247 2814403 A15 Special Truss 1 1 Job Reference (optional) liwlcers mrstsource Imam Lofty, r-w' riani cny, t-L - 630a/, 0.43U b JUII L ZUG I IVII I UK IIIUUbU1Ub, IIIU. 1 uC JUI o Ic.cu.uu cuc 1 —9. c I D:g65k6Z?uVIiuQXUS7?YA4XyW 46R-reA3012HybYldBYxlp6Z4PiytOnvpFSKFDyQXpz_nq6 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 Ib down and 169 Ib up. at 7-1-1, 122 Ib down and 166 Ib up at R3 1-1, 122 Ib down and 166 Ib up at 11-1-1, 122 Ib down and 166 Ib up at 13-1-1, 122 Ib down and 166 Ib up at 15-1-1, 122 Ib down and 166 Ib up at 17-1-1, 122 Ib down and 166 Ib up at 19-1-1, 13116 down and 185 Ib up, at 27-0-0, 112 Ib down and 178 Ib up at 29-0-12, and 112 Ib down and 178 Ib up at 31-0-12, and .180 Ib down and 326 Ib up at 33-0-0 on top chord, and 163 Ib down and 252 Ib up at 6-4-0, 65 Ib down and 68 Ib up at 7-1-1, 65 Ib down.and 68 Ib up at 9-1-1, 65 Ib down and 70 Ib up at 11-1-1, 65 lb down and 106 Ib up at 13-1-1, 391 Ib down and 138 Ib up at 27-0-0, 84lb down at 29-0-12, and 84 Ib down at 31-0-12, and 391 Ib down and 138 Ib up at 32-11-4 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, 3-7— 54, 7-8=-54, 8-9=-54, 9-1 1=-54,19-22=-20 Concentrated Loads (lb) Vert: 8=-1 12(B) 9=-133(13)18=-163(B) 5=-82(B) 13=-391(B) 12=-391(13) 25=-82(B) 26=-82(B) 27= 82(B) 28=-82(B) 30— 82(B) 31=-82(B) 33- 112(B) 34=-112(B) 35=-41(13) 36=-41(B) 37=-41(B) 38=-41(B) 39=-63(B) 40=-63(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only, upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety, Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK e 1 T24590248 2814403 C1 Jack -Open Truss 4 1 Job Reference (optional) ttuuaers Hrstbource frtam t;ny, t-Lf, riant Lolly, t-L - JJbbf, 1-4.0 t5.4JU 5 JUn L LUL 1 W11 I UK II IUU51lle5, II IU. I UU JUI O I4:4U.00 CU41 'ayn I ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-KgkRbN3vj ug9E177sXdoddWJBnKeYtBTUtiz3Fz_nq5 0-11-4 , 0-11-4 N 19 O Scale = 1:7.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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 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 FBC2020lrP12014 Matrix -MP Weight: 5 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=7%LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(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. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 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; MW FRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MW FRS for reactions shown; ,Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3,.4 except (jt=lb) 2=195. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and propedy'incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1780 A BLK a T24590249 2814403 C1 A Jack -Open Truss 2 1 Job Reference (optional) tiunciers hlrstbource (viam t ny, t-L), viani tiny, t-L - 3:1bbf, n.43u s Jun Z ZUZ 1 IVII 1 eK Inau51ne5, IIIU. I UV Jul 0 1 Z:ZU:O/ 4U4I rays I ID:g65k6Z?uVli uQXUS7?YA4XyW46R-o01ppi4XUCo?sSiJP E81 Ag2UuBdxHKRdjXRW biz_ng4 .1-4-0 0-11-4 --� 1-4-0 0-11-4 JX4 — 0-8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). 'I/defl Ud TCLL 2 I Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >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 - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. Scale = 1:7.6 PLATES GRIP MT20244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied'or 0-11-4 oc purlins. BOT CHORD 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. Il; Exp C;'Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(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 jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=305. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.lnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 A BLK � T24590250 2814403 C1 P Jack -Open Truss 2 1 Job Reference (optional) t tracers rtrstbource (clam cny, rL), riam city, rL - JJbb r, 1-4-0 1 0.401.0 J Jul 4 4u4I wll 1 CR II IUubtl ICJ, u ". 1 Utl — V I c. .0 — I I U. I ID:g65k6Z7uVliuQXUS77YA4XyW 46R-GDsBO259FW wsUcHVzyfGi2bfebO6OnhmyBB478z_nq3 0-11-4 N T O 7 Scale =1:7.6 Plate Offsets (X Y)-- [2:0-1-4 0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 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/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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC'10) Max Uplift 3=-3(LC 1), 2=-195(LC 10)', 4=-15(LC 1) Max Grav 3=20(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=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse With possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1780 A BLK e ' T24590251 2814403 Ci V Jack -Open Truss 2 1 Job Reference (optional) uuncers mrst50urce (Mani L;ity, 1-L), viant Luny, t-L - 33bbf, C.43U 5 Jun L LUL I wII I eK 111UU51rle5, Inc. I ue JUI V I4;4V:00 LVL 1 Faye I I D:g65k6Z?uVIiuQXUS77YA4XyW 46R-GDsBO259FWwsUcHVzyfGi2bfebO8OnhmyBB478z_nq3 .1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 Plate Offsets (X Y)-- [2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATE_ S. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(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 Incr YES WB 0.00 Horz(CT) 0.00 2 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof 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 100 lb uplift.at joint(s) 3, 4 except Qt=lb) 2=181. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK T24590252 2814403 C3 Jack -Open Truss 4 1 Job Reference (optional) tsudcers rustsource trianl uity, rLl, riani Ugly, rL - a000r, o.— a u «— I w oy� ID:g65k6Z?uVIiuQXUS77YA4XyW46R-kPQZE06nOp2j5lsiXfBVFF8gO?LDIE;w rwdgaz_ng2 -1-4.0 2-11-4 1-4.0 2-11-4 Scale=1:12.7 2-11-4 2-11-4 Offsets LOADING (psf) SPACING- 2-0-0 . CSI. DEM. in (loc) I/deft Ud PLATES GRIP TCLL 20.0. Plate Grip'DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/19.0 TCDL .7.0 Lumber DOL ' , 1.25 BC 0.11 Vert(CT). -0.01 4-7 >999 160 BCLL 0.0 Rep Stress, Incr YES W B . 0.00 Horz(CT) 0.00, . 3 n/a n/a BCDL 10.0 Code FBC202OfTP]2014 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 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; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load, shown covers rain loading requirements. specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=157. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek° is always required for stability and to prevent collapse, with possible personal Injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety, Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty I Ply 1780 A BLK � T24590253 2814403 C3A Jack -Open Truss 2 1 Job Reference (optional) [fUllGers rlrsi6ource trlani ldiy, r-LI, riani 1.111y, rL - :30001, 1 1 0.1+01/ J Our L LUL I IVII I UN II IUU.JII I..7, 111U. 1 u. 0.1 . .... 1..0 - I ray. 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Cb_yRk6Qn7AajvRu5MiknTg?7PekUgB3PVgAC1z_ng1 2-11-4 'LX4 = -0 2114 0-4-0 2-7-4 Scale=1:12.7 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 DOL 1.25 BC . 0.22 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Inca YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-43(LC 10), 2=-257(LC 10), 4=-28(LC 7) Max Grav 3=53(LC 15), 2=236(LC 1), 4=38(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; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=257. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or.chord members only. Additional temporary, and permanent bracing MOW IViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK i I T24590254 2814403 C3P Jack -Open Truss 2 1 Job Reference (optional) eultcers rirsttsource (1-lant Lolty, t-L), Flan Lolly, FL - pJbbl, . 8.90U 5 dun Z ZUZ I Iv111 eR 111uubulub, 11Iu. I uU Jul 0 1-1— — I rage I ID:g65k6Z?uVIiuQXU87?YA4XyW46R-Cb_yRk6Qn7AajvRu5MiknTg?7PfEUgB3PVgAC1z_ng1 1-4-0 2-11-4 r 1-4.0 2-11-4 Plate Offsets (X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) . 0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress. lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Scale=1:12.7 PLATES_ GRIP MT20 244/190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 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; MW FRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=212. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanenhbracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK, t T24590255 2814403 C3V Jack -Open Truss 2 1 Job Reference (optional) launders mrstbource (Flan L;tty, I-L), 0 mam G[ty, t-L - JJbb/, D.waU a dun c cUc 1 IVII I Cn II Iu—L—b, II IU. 1 uC JUI o 1—a — I cvc 1 1 ayo 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-goYKe472YRI RL304e4DiKgD9toOfD7QCe9PkkTz_nq0 -1-4-0 2-11-4 1.4.0 2-11-4 n 66 Scale=1:12.7 i Plate Offsets (X Y)-- [2.0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL ..20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 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/TPl2014' Matrix -MP Weight:'12Ib FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 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. 11; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &,MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Building Designer / Project engineer responsible for verifying applied roof 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.ANS[fTPl 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) 3 except Qt=lb) 2=149. Joaquin Velez;PE No.68182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly. 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 ANSLITPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety.lniormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL -36610 Job Truss Truss Type Qty Ply 1780 A BLK l T24590256 2814403 C5 Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (F Iant tatty, rL), mant Gny, 1-L - 33bbl, b.a;JU s Ulln z ZUifI Mr r eK mausines, inc. i ue Uw o i cz r :uz zuz r raye i ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-8_6isQ8gJkQlyDbHCnkCtumF3CHayagMsp9HHvz_nq? 1-4-0 4-11-4 1-4.0 4-11-4 Scale=1:17.6 3x4 = r loco viracw In r �_- LOADING (psf) Lc.�'r--r �_ -cl SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06. 4-7 >908 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP -Weight: 18 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=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or4-11-4 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . . 2) Building Designer/ Project engineer responsible forverifyjng applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=107, 2=167. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is, based only upon parameters shown, and is for an individual building component, not . �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporary and permanent bracing 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 ANSLITP11 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK � T24590257 2814403 C5A Jack -Open Truss 2 1 Job Reference (optional) tsuttaers rtrsioource triam Ully, r-Lb riani filly, rL - 3000/, 0.4ou S Jul L LV _ I rVrr r un 111—til—, Ir IV. 1 U. , I D:g65k6Z?uVliuQXUS7?YA4XyW 46R-cAf43m9l42Y9aNATmVFRP5l Picbahl wV5TurpLz_nq_ 1-4-0 4-11-4 1-4.0 4-11-4 • Scale=1:17.6 1 V 3x4 = 0-4-0 4 11 4 0-4-0 4-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft , Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.09 4-8 >625 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.53 Vert(CT) 0.09 4-8 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied .or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-109(LC 10), 2=-291(LC 10), 4=-64(LC 7) Max Grav 3=116(LC 15), 2=292(LC 1), 4=78(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; cantilever left exposed; porch left exposed;C-C for, members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom choed'live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=109, 2=291.. Joaquin Velez PE No.68182 MITek USA, fric. FL.Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: July 6,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type City Ply 1780 A BLK l ' T24590258 2814403 C5P. Jack -Open Truss 2 1 Job Reference (optional) Builders i-irstsource (t'lam tatty, I-L), mam L ny, I•L - ddbbr, b.'13U J dUl1 L LUG 1 IVII I Cry 11 IU-1 ICJ, II lu. 1 u0 JUI u I c.c I .moo c�a I I ayo I ID:g65k6Z?uVliuQXUS7?YA4XyW46R-cAf43m9142Y9aNATmVFRP51NIcYVhl wV5TurpLz_nq_ 1-4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 m N � N N 1 4x4 = 4-11-4 4-11-4 Plate Offsets (X Y)-- [2.0-1-4 Edge] LOADING (psf) SPACING- 2-0-0• CSI. DEFL. in (loc) I/defl _ Ud PLATES. GRIP TCLL 20.0 Plate Grip:DOL 1.25 TIC 0.75 Vert(LL) .. 0.16 4-7 >359 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC, 0.73 Vert(CT). 0.15 4-7 >396 180 BCLL 0.0 * . Rep Stress Incr.. . YES WB 0.00 : HOrz(CT) -0.00. 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 20% - LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10), 4=-75(LC 10) Max Gram 3=123(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown.: NOTES- 1) Wind: ASCE.7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40.t; eave=5ft; Cat. II; Exp.C; Encl., GCpi=0.18; MW FRS (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 loadof 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=122, 2=261. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date, July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL -36610 Job Truss Truss Type Qty Ply 1780 A BLK + T24590259 2814403 C5V Jack -Open 2 1 Job Reference (optional) tiunaers t-irsibource trtant uny, rLf, mant ary, rL - odour, o.wdu s can a eue I IVII I UK I11UUSU1eS, 111L'. 1 uU Jul V 14.4 I.V9 - I reyu I ID:g65k6Z?uVIiuOXUS7?YA4XyW 46R-5NDSH69wrMgOCXIfKCmgyJrbxOzKOUAfK7eOKoz_npz 1-4-0 4-11-4 1-4-0 4-11-4 • Scale = 1:17.6 axl — Plate Offsets (X Y)-- [2:0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(LL) 0.06 4-7 >925 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 4-7 >875 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight-.,18 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-112(LC 10), 2=-161(LC 10) Max Grav 3=136(LC 15), 2=265(LC 15), 4=87(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;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 100 lb uplift at joint(s) except Qt=lb) 3=112, 2=161. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; July 6,2021 . A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown,,and-Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK T24590260 2814403 E6A Jack -Open Truss 7 1 Job Reference (optional) f3Ullaers hlrstbource (Plant Glty, hL), F'lant t;tty, FL - 33b6/, m43u s Jun z zuzi nm i eK Inuusines, inc. i ue uw o, r z;z r;ua euz r raye r ID:g65k6Z?uVliuQXU57?YA4XyW46R-7ZnrUSAYcfotpgJstwlvUWOhW QAj9xQoZnNxsEz_npy -1-4-0 6-4-0 1-4-0 6-4-0 [-:MITIMIR-4 ftl 3x4 i LOADING (psf) SPACING- 2-0-0 CSI. "DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TIC 0:89 Vert(LL) 0.30 4-8 >254 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.27 4-8 >280 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.05, 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=223(LC 10) Max Uplift 3=-152(LC 10), 2= 325(LC 10), 4=-85(LC 7) Max Grav 3=157(LC 15), 2=339(LC 1), 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2.oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 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; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to -truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=152, 2=325. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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 buckling of individual truss web and/or chord members only. Additional, temporary, and permanent bracing MiTek` prevent is always required for stability and to prevent collapse. with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply 1780 A BLK. t ` ' ' T24590261 2814403 E7 Jack -Open Truss 10 1 Job Reference opt one[ r3unaers rusiaource trrani uny, rL), rrarn ugly, rL- aaoor, 0.40U s dull c .I IVII I GR IIIU IJl11CD, IIIG. I UC JUI v Ic rayo ID:g65k6Z?uVliuOXUS7?YA4XyW46R-11LDinBAMzwkRqu2Rdp81 kwrXpZnuOgynR7VPgz_npx 1-4-0 7-0-0 1-4.0 7-0-0 Scale = 1:23.0 7-0-0 _ 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0:94 Vert(LL) 0.22 4-7 >361 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.93 4-7 >368 180 BCLL 0.0 ' Rep Stress [nor YES W B . 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-185(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown 'covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live' load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=162, 2=185. Joaquin Velez PE No.68182 Mi7ek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only. with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual.building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing, MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 A BLK T24590262 2814403 E7P Jack -Open Truss 2 1 Jab Reference (optional) Builders Firstsource (Plant city, FL), Plant city, FL - 33567, - 8.43U s dun z 2uzi mi I eK Inaustnes, Inc. I ue JUI b 12:21:Ub 2u27 rage l ID:g65k6Z?uVliuQXUS7?YA4XyW46R-11LDinBAMzwkRqu2Rdp8lkwsUpYluOgynR7VPgz npx 1-4'-0 7-0-0 1-4-0 7-0-0 • Scale = 1:23.4 1 ST1.5xB STP= 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-10-4,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.24 4-6 >354 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.21 4-6 >392 180 BCLL 0.0 ' Rep Stress Incr . YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-12 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=242(LC 10) Max Uplift 3=-157(LC 10), 2=-320(LC 10); 4=-133(LC 10) Max Grav 3=165(LC 15), 2=336(LC 1), 4=140(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=157, 2=320, 4=133. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.�� - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary 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 ANSLITP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK T24590263 2814403 E7V JACK -OPEN TRUSS 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:21:07 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Vyvbv7Cp7H2b3_TE?LKNaxT36Ds6drw504s2x7z_npw -1-4-0 7-0-0 1-4.0 7-0-0 Scale = 1:22.6 w m N m 19 m O n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc.) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC 0.76 Vert(LL) 0.28 4-7 >296 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr. YES WB 0.00 Horz(CT) -0.03 3 nla n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -MP Weight: 27 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max.Uplift 3=-152(LC 10), 2=-179(LC 10), 4=-11(LC 10) Max Grav 3=191(LC 15), 2=341(LC 15), 4=118(LC 3) FORCES. (lb) -Max. Comp./Max._ Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof 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 100 lb uplift at joint(s) 4 except at=lb) '3=152, 2=179. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not WitDesign 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satetyin/ormation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply 1780 A BILK t x ? T24590264 2814403 H6A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) buuaers mrsisource Imam Uay, t-Lt, riant clty, rL - aaoor, o.goU b Our! L LUL 1 IVII I CR II IUUSUICS, IIN. 1 uC UUI U IG.G I.UU may 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-z8Tz6TDRuaAShB2Q22rc69?I_dEyMG_EFkccTZz_npv 1-10-10 4-7-14 B-11-8 1-10-10 4-7-14 4-3-10 0 4x4 = 3x4 = Scale=1:21.0 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc)' 'I/defl Ud PLATES, GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.36 6-10 >295 240 MT20 244/19.0 TCDL 7.0 Lumber DOL 1.25 BC. 0.78 Vert(CT) -0.33. 6-10 >324 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 37 lb 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 8-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-6-1, 6=Mechanical Max Horz 2=223(LC 8) Max Uplift 4=-132(LC 8), 2=-579(LC 8), 6=-289(LC 8) Max Grav 4=124(LC 1), 2=351(LC 1), 6=233(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/369 BOT CHORD .:2-6=410/313 WEBS 3-6=-337/442 NOTES- 1) Wind: ASCE 7-16; Vult=160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5111; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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) na 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members. 6) Refer to girder(s) for truss to truss connections. 7)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=132, 2=579, 6=289.' 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb up at 1-5-12, 104 lb up at 1-5-12, 2 lb down and 70 lb up at 4-3-11,,2 lb.down and 70 lb up at 4-3-11, and 23 lb down and 146 lb up at 7-1-10, and 23 lb :down and 146 lb up at 7-1-10 on top chord, and 69 lb up at 1-5-12, 69 Ib up at 1-5-12, 8 lb up at 4-3-11, 8 lb up at 4-3-11, and 22 Ib down and 29 Ib up at 7-1-10, and 22.Ib down,and 29 Ib up at 7-1-10 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 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL.33610 Date: July 6,2021 :ontinued on oaae 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall' building.design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MBTek° 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?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BLK f Y ' ' T24590264 2814403 H6A DIAGONAL HIP GIRDER 1 t Job Reference (optional) nuuaers rirstbource trtant L;ny, M), riant cny, rl- - saoor, 0.4Ju s Jul 4 LUL 1 Will UK II Iuu5111ub, 1110. 1 uu "I o — — —a 1 r ayo ID:g65k6Z?uVliuQXUS7?YA4XyW46R-z8Tz6TDRuaASh82QZ2rc69?I_dEyMG_EFkccTZz npv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=62(F=31, B=31) 13=-46(F=-23, B=-23) 14=83(F=42, B=42) 15=17(F=8, 13=8) 16=-25(F=-13, B=-13) r A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A BILK e A T24590265 2814403 H7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:21:09 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-RKi LKpD3fuJJl1dd6lMrfMYLvl Zj5egOTOL9??z_npu 1-10.10 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13 3x8 9-9-5 9-1,9T13 r 9-9-5 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TOLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.27 6-9 >440 240 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.54 6-9 >216 180 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Scale = 1:22.7 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Holz 2=241(LC 8) Max Uplift 4=-167(LC 8), 2=-233(LC 8), 6=-60(LC 8) Max Grav 4=147(LC 1), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-758/348 BOT CHORD 2-6= 432/726 WEBS 3-6= 751/447 NOTES- 1) Wind: ASCE 7-16; Vult=1.60mph (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; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a 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 100 lb uplift at joint(s) 6 except (jt=lb) 4=167, 2=233. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 18 Ito up at 1-4715, 65 lb down and 18 lb up at 1-4-15, 5 lb down and 83. lb up at 4-2-15, 5 lb down and 83 lb up at 4-2-15, and 36 lb down and 147 lb.up at 7-0-14, and 36 lb down and 147 lb up at 7-0-14 on top chord, and 40 Ito up at 1-4-15, 40 lb up at 1-4-15, 5 lb down at 4-2-15, 5 lb down at 4-2-15, and 30 lb down at 7-0-14, and 30 Ito down 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).sectioh, 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: 14=-54, 5-7= 20 Concentrated Loads (lb) . Vert: 11=-71(F= 36, B— 36) 13=-1 O(F= 5, B- 5) 14=-61(F=-30, B=-30) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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 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?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ` if Qty Ply 1780 A BLK T24590267 2814403 H7V DIAGONAL HIP GIRDER 1 1 Job Reference (optional) tsuuaers rtrstsource trtant Lary, t-t-i, rtam ury, I-u - 40=1, LOAD CASE(4) Standard Concentrated Loads (lb) Vert: 7=-8(F=-4, B=-4) 12=-73(F=-36, B=-36) 14= 59(F=-29, B=-29) 11 t7.4:7u s Jun Z ZU21 MI I eK InQuslnes, Inc. t ue Jul a iz:Z t: I, i zuz i rage z ID:g65k6Z7uVliuQXUS77YA4XyW46R-Oj861VFJBVZOYbn7EAOJkndm9gGUZVRh)dgG4uz nps A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate;on joint unless x, y offsets are indicated: Dimensions are in ft-ih-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yts' For 4 x 2 orientation, locate plates 0-'li ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T-or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-80: Design Standard for Bracing. . BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses: Numbering System 6-4-8 dimensions shown in.ft-in-sixteenths (Drawings not to scale) 1 2 3 O 2 U a_ O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO' THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,:ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown: Lumber: design values are in accordance. with ANSI/TPI section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek@ All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 General Safety Notes 1 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. 3. Never exceed the design loading shown and never'- stack materials on inadequately braced trusses. 4. 'Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. 'Cut members to bear tightly against each other. 6. Place. plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIlTPI 1. 7. Design assumes trusses will be suitably protected from 'the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is riot 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. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing picturesalone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.