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HomeMy WebLinkAboutTRUSS258 Southhall Lane, Suite 200 r,F= D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES May 27, 2021 Building Department Ref: Adams Homes Lot: Lot 179 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 5336 Vespera St. Model: 1512 B LHG KA # 21-5375 Truss Company: Builders First Source Date of drawings: 4/15/21 Job No.: 2748435 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades.a Note: Truss ID's may vary. If you have any questions, please do not hesitate to call Sincerely, 5/27/2021 Carl A. Brown, P.E. FL. # 56126 5/27/2021 Scott Lewkowski, P.E. FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" `'�� .•' CANS' v No 87864 �•� STA OF •�/ r ;4u, .aa � S,d- % % Luis Pa to Torres, P.E. FL. # 8 864 CJ1 Al A01 A01 A01 A116 Al2BC A13BC A14BC A15BC AE CJ5 CJ3 13,11 1P Isom MMME NOMEN moll ,LTiii Msi'llf -ME I' 'I Eu EE InI^� "�I E 1 ,■ 'I �tili:C1U �� �1 lie IN 11 _M II li 00 1 • 'I lief rE .► -�_ ii inI E r �`�_ 1 • 'I wad � \ 1 �►7 .� 1. 11 1 EE 11 r' 11 Er 0E 1V ). Hl BY BUILDER ON BOTH ENDS Ki 0 0 0 N m ❑+ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments 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 quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory miner FDS ENGINEERING ASSOCIATES Date: 05272021 By. ES Submittal No.: Project No.: 21-5375 Project Eng.: Luis Tom,& / Project Name: Adams Homes - Fort Pierce - Waterston - Lot 179 Blk 3 VERIFY ALL DIMENSIONS AND CEa1NG CONDmeNS PRIOR TO APPROVAL 60ME CEILING FNPVIelO Rr-0UUTED IN FIELD BV BIIIDER MAw wan FORCE RmsnNo srsramnc NYBRm wwo Ascv-18 ENCLOS® IMPORTANT E%POSURE CATEOORTC OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And MID LOAD 160 MRI WrNO MPONTANCEFACTOR1.00 Returned Before Fabrication Nil TRUSSES HAVE BEEN EESION FOR A 10.0 PSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All NONCONCUFREFmr WW ANY OTHER LNE LOADS Dimensions And Conditions Prior To Approval Or Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL: 6 PSF By Date TOTAL: 37 PSF TOTAL 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND 13SCM SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. 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. rho 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: 3f12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend BRG WALL 11'-08" BRG WALL PLAN DATE: I 2D21 REVISIONS: 1. 2. 3. 4. Builders FirSISOUrre LB —MC Combining to sel ve you better 4408 Airport Road Plant City, FL 33663 Ph. (813) 306-130D Fax (813) 305-13D1 MiTek' RE: 2748435 MiTek USA, Inc. 179/PH3 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes psl- Bill R Project Name: 2748435 Lot/Block: 179 / PH3 Model: 1512 B Address: 5336 VESPERA ST Subdivision: WATERSTONE City: FT PIERCE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual, dated Truss Design Drawings and 2 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23536403 A01 4/15/2021 21 T23536423 CJ1V 4/15/2021 2 T23536404 A02 4/15/2021 22 T23536424 CJ3 4/15/2021 3 T23536405 A03 4/15/2021 23 T23536425 CJ3S 4/15/2021 4 T23536406 A04 4/15/2021 24 T23536426 CJ3V 4/15/2021 5 T23536407 A05 4/15/2021 25 T23536427 CJ5 4/15/2021 6 T23536408 A06 4/15/2021 26 T23536428 CJ5S 4/15/2021 7 T23536409 A07 4/15/2021 27 T23536429 CJ5V 4/15/2021 8 T23536410 A08 4/15/2021 28 T23536430 EJ7 4/15/2021 9 T23536411 A09 4/15/2021 29 T23536431 EJ7S 4/15/2021 10 T23536412 A10 4/15/2021 30 T23536432 EJ7V 4/15/2021 11 T23536418 A11BC 4/15/2021 31 T23536433 EJ7VP 4/15/2021 12 T23536414 Al2BC 4/15/2021 32 T23536434 HJ7 4/15/2021 13 T23536415 A13BC 4/15/2021 33 T23536435 HJ7V 4/15/2021 14 T23536416 A14BC 4/15/2021 34 T23536436 Z01 4/15/2021 15 T23536417 A15BC 4/15/2021 35 T23536437 Z02 4/15/2021 16 T23536418 A16B 4/15/2021 17 T23536419 B01 4/15/2021 18 T23536420 B02 4/15/2021 19 T23536421 C01 4/15/2021 20 T23536422 CJ1 4/15/2021 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. Florida COA: 6634 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 perANSI/TPI 1, Chapter 2. 1 of 1 I N. oaqum ,2021 Job Truss Truss Type Qty Ply T23536403 2748435 A01 SPECIAL TRUSS 4 1 �179/1`1­13WATERSTONE Job Reference (optional) 1, F101 a �!ry, r- - 00o01, tf.431.1 s Mar 22 ZU21 MiTek Industries, Inc. Mon Apr 12 08:46:44 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzH H5m-wRpPg58XM3s2MAnFh4hWpE68VKhm OlUagc6D6JzRW6v 1 4 0 12-11-6 19-0-0 25-0-10 29-4-0 0-10- 38-0 0 9-4 1-4-0 7-1 8 1-6 8 43 6 6-0-10 6-0-10 4-3 6 1-6-8 7-1-8 1-4-0 Scale = 1:68.6 1 5X6 = 6.00 FIT 5x8 ZZ 5x8 3.00 F12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 1.00 BC 0.94 WB 0.90 Matrix -AS DEFL. in (loc) I/dell L/d Vert(LL) 0.74 11-13 >620 240 Vert(CT) -1.12 11-13 >408 180 Horz(CT) 0.59 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2 WEBS 1 Row at midpt 6-11, 4-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=362(1_C 10) Max Uplift 2-906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4641/2622, 3-4=-4402/2545, 4-5=-2108/1364, 5-6=-2108/1357, 6-7=4399/2550, 7-8=-4638/2627 BOT CHORD 2-13=2201/4189, 11-13=-1271/2667, 10-11=-1304/2666, 8-10=-2244/4182 WEBS 5-11=828/1510, 6-11=-1058/823, 6-10=921/1795, 4-11=-1101/817, 4-13=-908/1832, 3-13=252/351, 7-10=262/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(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 (jt=lb) 2=906, 8=906. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,,r♦1111111/f/I/�I p1UIN G E N No 68182 '0 •: ' ST Of It 111)1 Joaquin -Velez PE No.68182 Walk USA; Inc: FL 6ert61334. 6904:1parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MITek® connectors. This. design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addillonal 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 179/PH3 WATERSTONE T23536404 2748435 A02 SPECIAL TRUSS 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:47 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-KOVTL6BPf EdDeWpNCEDRskgrXjfb781MaKtjezRW6s r1-4-0, 7-1-8 1 8-8-0 1 12-11-6 19-0-0 25-0-10 29-4-0 30-10-5 38-0-0 39-4-q 1-4-0 7-1 8 1-6 8 4-3-6 6-0-10 6.0-10 4-3-6 1-6 8 7-1-8 Ol` Scale = 1:70.0 5x6 = 6.00 F12 2X4 11 2X4 1 2x4 11 5x8 3.00 12 3x6 I I 2x4 I I 5x8 Zz � 8-8-0 19-0-0 29-4-0 38-0-0 8-8-0 10-4-0 10-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0.2-7,Edge), [4:0-3-0,0-3-0), [6:0-3-0,0-3-0), [8:0 2-7,Edge) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.84 BCDL 10.0 Code FBC2020/TP]2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except` 12-13,10-12: 2x8 SP 240OF 2.OE, 14-18: 2x4 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, 8=0-8-0 Max Horz 2=-362(LC 10) Max Uplift 2=906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) DEFL. in (loc) Ildefl Lid Vert(LL) 0.66 11-13 >693 240 Vert(CT) -0.84 11-13 >542 180 Horz(CT) 0.51 8 nla n/a PLATES GRIP MT20 2441190 Weight: 242 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 6-11, 4-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4614/2613, 3-4=-4374/2536, 4-5=-2163/1384, 5-6=-2163/1375, 6-7=-4368/2541, 7-8=-4609/2619 BOT CHORD 2-13=2195/4160, 11-13=-1295/2711, 10-11 =-1 328/2710, 8-10=-2237/4155 WEBS 5-11=844/1559, 6-11 =-1 034/817, 6-10=878/1696, 4-11=-1080/813, 4-13=-868/1740, 3-13=257/351, 7-10=-266/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-.0 Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 45) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) • 2=906,8=906. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,���� PQUI N V 41 i1i., EN 8 No 68182 r � AMU- D •� S OF41 '• / �'.F�•:OR1': N.% %0 i,�isS�Q N A1- %` 1j111111.111 Joaquin Velez PE No.68182 MiTek USA;.Inc: FL Cert 6634 6900arke East Blvd. Tampa FL.33610 Date:. April 13,2021 A WARNING -Verify 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 buss 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 chard 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 oftrusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 179/PH3 WATERSTONET23536405 2748435 A03 SPECIAL TRUSS �QtyPly 1 c ; a Job Reference (optional) s curce tr,a,,t .ty, Ft-), Plant City, rL - acoor, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:49 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-H PdDmoCgAbU LTygCUdGhWHpOTLO831 iJpup_owzRW6q 1-4-0 7-1 8 &8-0 12-11-6 19-0-0 25 0-10 29-4-0 0-1% 38-0-0 9-4 1-4-0 7-11 1-6 8 43-0 6-0-10 6-0-10 4-3-6 1-6-8 7-1-8 1-4-0 Scale = 1:69.0 Y 5x6 = 6.00 FIT 0 0 __ n any a "' I I - n 2x4 II 5xB 5x8 � 3.00 12 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.64 11 >712 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.81 11-12 >562 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.51 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. Except: 11-12,10-11: 2x8 SP 240OF 2.OE, 13-21: 2x4 SP No.2 10-0-0 oc bracing: 11-12 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11. 4-11 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=362(LC 11) Max Uplift 2=906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4610/2611, 3-4=-4369/2533, 4-5=-2151/1378, 5-6=215111370, 6-7=-4369/2542, 7-8=-4610/2619 BOT CHORD 2-12=2193/4156, 11-12=-1290/2704, 10-11=-1325/2704, 8-10=-2237/4156 WEBS 5-11=839/1548, 6-11=-1039/819, 6-10=884/1707, 4-11=-1083/814, 4-12=-871/1746, 3-12=257/351, 7-10=-266/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.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, 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 Qt=lb) 2=906, 8=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. % PQU N _ NO 68182 10 .*,.� S. Of 4U % 1111, Joaquin Yetez PE Nq.68182 MITekUSA, Inc. FL Cert 6634. 6904:Parke East Blvd'. Tampa FL 33610 Date: April 13,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This 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 ANSI1TPI1 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 179/PH3 WATERSTONE T23536406 2748435 A04 SPECIAL TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:52 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-h_IMOgFYTWtvKPOn9lgO8vRY1 YReGO4m Ws2eOrzRW6n r1-4-0, 6-85 12-11-12 19-0-0 25-0-10 29-4-0 30-10-91 38-0 0 89-4-0, 1-4-0 6-8-5 6-3-7 6-0-4 6-0-10 4-3-6 1-6-9 7-1-7 1 4-0 5x6 = 6.00 F12 Scale = 1:68.4 3x6 = 7x10 = 2x4 II 3.0012 5x8 10-0-0 19-0-0 1 -7 29-4-0 38-0-0 10-0-0 9-0-0 -7- 9-6-8 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.56 10-11 >807 240 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -1.15 10-11 >396 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 1-4,6-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' WEBS 10-11: 2x4 SP M 31, 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=362(1_C 10) Max Uplift 2=-903(LC 12), 8=-903(LC 12) Max Grav 2=1483(LC 1), 8=1483(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2648/1596, 3-4=-2400/1485, 4-5=-2062/1362, 5-6=-2100/1374, 6-7=-4434/2528, 7-8=-4671 /2606 BOT CHORD 2-14=1242/2331, 10-11 =-1 302/2664, 8-10=-2225/4217 WEBS 3-14=381/413, 4-11=-441/441, 6-11 =-1 074/809, 6-10=-894/1844, 5-11=-838/1483, 11-14=-986/2094, 7-10=-255/352 PLATES GRIP MT20 244/190 Weight: 205 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 6-11, 5-13, 11-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. d) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=903,8=903. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 0 14 N 6 ,��1111111/}��� �.0%PQUIN VF(4f��i�. NO. 0182 :'ice 'ST OF ONA� I ��`♦♦:. 4oaquln.Velez PE N6.68182 MiTek USA; Inc.FL.C61166A, ,6904 Plate East Blvd.,Tampa FL 33610 Date: April 13,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANS11TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job s Truss Type Qly Ply 179/PH3 WATERSTONE 2748435 rAOU5 HIPTRUSS 1 1 T23536407 Job Reference (optional) ..............................�, �,,...,.y, ", „a— , y, --­.' , a.vau s mar zz zuzl MI I eK Industries, Inc. Man Apr 12 08:46:54 2021 Page 1 R.Inl vNvviuouuSr„_.lnnna.dnir..���a�wnun��nw....nn�.,� icn..nv,r,._o,e,�, +. 8-4-0 7-3-2 Scale = 1:70.9 T 5x8 = 6.00 F12 5x6 = 5x8 ::� 3.00 FIT 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.59 13-15 >767 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.76 13-15 >599 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.49 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 14-15,11-14: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 4-13. 7-12 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=327(1_C 10) Max Uplift 2=906(LC 12), 9=-906(LC 12) Max Grav 2=1478(LC 1), 9=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4581/2632, 3-4=-4424/2623, 4-5=-2447/1520, 5-6=-2098/1478, 6-7=-2420/1504, 7-8=-4420/2654, 8-9=-4577/2663 BOT CHORD 2-15=2214/4125, 13-15=-2039/3B68, 12-13=-881/2113, 11-12=-2098/3863, 9-11=2277/4122 WEBS 4-15=423/1055,4-13=-1890/1239,5-13=-345/775, 6-12=-338f729, 7-12=-1864/1267, 7-11=443/1040 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906, 9=906. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0- PQU I N.� VFW No 681'82 '. -S OF '•�!� �j�slO N A ',`��.. Joaquln Velez RE No.68182 Miiek USA; lnc..FL Cert 6634. A904hrke East, Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Vedfy 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 pievent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS1,TFII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply 179/PH3 WATERSTONE T23536408 2748435 A06 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:56 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-ZIYtEB13XINLoOiYObuKIIcC39pnCGELQTOsXczRW6j r1-4-0, 8-8-0 15-0-0 23-0-0 29-4-0 38-0-0 39-4-Q 1 4-0 8-8-0 6-4-0 8 0-0 6-4-0 8-8-0 14-0' 6.00 F12 5x6 = 5x8 3.00 F12 21 22 5x8 = 5x8 Scale = 1:70.9 8-8-0 i 15-0-0 23-0-0 29-4-0 38-0-0 ' 8-8-0 6-4-0 8-0-0 6-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edge],[3:0-3-0,0-3-4],[4:0-3-8,0-2-4],[5:0-5-8,0-2-4],[6:0-3-0,0-3-4] [7:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.58 11-12 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.90 10-11 >507 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.56 7 n/a n1a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 183lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. 1-3,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except* WEBS 1 Row at midpt 3-11, 5-11, 6-10 11-12,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-291(LC 10) Max Uplift 2=-906(LC 12), 7=-906(LC 12) Max Grav 2=1650(LC 17), 7=1655(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-5230/2605, 3-4=-2957/1659, 4-5=-2631/1580, 5-6=-2948/1665, 6-7=-5035/2638 BOT CHORD 2-12=2173/4946, 11-12=-2055/4649, 10-11=-1068/2635, 9-10=-2118/4273, 7-9=-2238/4549 WEBS 3-12=435/1398, 3-11=-2055/1124, 4-11=-333/961, 5-10=-340/1025, 6-10=1954/1140, 6-9=-450/1303 0►111.1111/ij NOTES-) N V�� Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. %�,,�PavI• ,,•� G E`N SF•.� ��� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) ,��` 15.0-0 to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Extedor(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 39-4-0 zone;C-C for members No 158182 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. = �. !' G) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. �� •� 'ST . ` OF •' 4U •• �♦ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ;�. 7) ° This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. �j� lss �' • • • • •' ��% ��: �� 8) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �j� N AL �% capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquln Velez PE No:69182 2=906, 7=906. Nifrek USA, Inc: FL Left 6634 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904'Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Dater April 13,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ��° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MOW building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek• 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 ss Ty Trupe Qty Ply 179/PH3WATERSTONE 2748435 711u7ss HIP TRUSS 1 1 T23536409 Job Reference (optional) „„OUrCv t ai,t . ity, r�/, Want aluy, rt_ - ooaor, 6.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:58 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-W8fditJJ3Md32KsxWOxoNAhY6zTgg9zeunVzcVzRW6h ' 1-4-0 7-3-2 8-8-0 13-0-0 19.0 0 2NO 0 29-4-0 0-8-1 38-0-0 9-4 1-4-0 7-3-2 -4-14 4-41 6-0-0 6-0-0 4-4-0 -4-14 7-3-2 1-4-0 6.00 F12 5x8 = 2x4 11 5x8 = 25 6 26 7 5x8 5x8 3.00 F12 8-8-0 19-0-0 29-4-0 Scale = 1:70.3 d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.63 14 >725 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.79 14 >581 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 15-17,12-15: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=256(LC 11) Max Uplift 2=-906(LC 12), 10=906(1_C 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4591/2660, 3-4=-4398/2599, 4-5=-3095/1890, 5-6=-3036/1939, 6-7=-3036/1939, 7-8=-3095/1900, 8-9=-4398/2633, 9-10=-4591/2694 BOT CHORD 2-17=2236/4136, 16-17=-1958/3847, 14-16=-1303/2755, 13-14=-1322/2755, 12-13=-2023/3847, 10-12-2303/4136 WEBS 4-17=534/1045, 4-16=-1295/798, 5-16=439/893, 5-14=-215/506, 6-14=-356/365, 7-14=215/506, 7-13=448/893, 8-13=-1273/812, 8-12=545/1019, 9-12=-158/251, 3-17=146/251 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Exterior(21R) 25-0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSIrrPI 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=906, 10=908. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��• PavIN VF e 00 A. NO 681.82 S . OF 4J =4 ORIV Joaquln.Velez PE Nd.681,82 MITek USA; Inc. FL Cart 6634 :6904:Parke East Blvd. Tampa FL 3361.0 Date:' April 13,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 BCS/ Building Component 6904 Parke last 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 T23536410 2748435 A08 HIP TRUSS 1 �179/131­13WATERSTONE 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Man Apr 12 08:47:00 2021 Page 1 I D:vg WgkLM89b_5SJg l yNvyjHzHH5m-S WnN4ZLZbzlnHe?JdRzGSbntXm9484AxL5_4hOzRW6f 1-4-0 7-3a 8-B-0 11-0-0 19-0-0 27-0-0 29-4-0 0-8-1 38-0-0 9-4 1-4-0 7-3-3 -4-13 2-4-0 8-0-0 8-0-0 2-4-0 -4-13 7-3-3 1-4-0 5x8 = 2x4 II 5x8 = ' 26 27 7 5x8 % 3.00 12 5x8 Scale = 1:68.9 0 t+J 0 N 11 I4 6 11-0-0 19-0-0 27-0-0 29-4-0 38-0-0 8-8-0 2-411 8-0-0 8-0-0 2-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [5:0-5-8,0-2-4], [7:0-5-8 0-2-4], [10:0-2-7 Edge] [13:0-3-8 0-3-12I [16:0-3-8 0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.75 14 >605 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.94 14 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.51 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 217lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 15-17,12-15: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=220(LC 11) Max Uplift 2=-906(LC 12), 10=906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4595/2675, 3-4=-4387/2590, 4-5=-3658I2187, 5-6=-3921/2403, 6-7=-3921/2403, 7-8=-3658/2205, 8-9=-4387/2623, 9-10=-4595/2707 BOT CHORD 2-17=2251/4141, 16-17=-1937/3872, 14-16=-1640/3319, 13-14=-1658/3319, 12-13=-2001/3872, 10-12=2316/4141 WEBS 4-17=517/889, 4-16=-846/491, 5-16=511/1065, 5-14=-392/821, 6-14=-474/488, 7-14=392/821, 7-13=-523/1065, 8-13=-8181501, 8-12=527/853, 3-17=-193/319, 9-12=204/316 11f%I',I ,,� UIIN NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,� ' , .•' G E 419 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterjor(2R) NO Ci01' 82 11-0-0 to 15-2-15, Interjor(1) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 39-4-0 zone;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 y to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. •: + r ': ST .' O F • �C/ 5) .0 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 .0��' . Q R, \ 0•e''• ���� �j • • `'��. chord and any other members. 7) Bearing 2, 10 to ANSUTPI 1 to formula. Building designer . is • • • '�Ijs/ON atjoint(s) considers parallel grain value using angle grain should verify bearing AL I NI ' capacity of surface. i I I III I1���` 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE Nd.68182 2=906,10=906. MiTek USA; Inc: FL Cert 6634. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6964?uke'East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Defer April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ��• Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty��Job PH3 WATERSTONE T23536411 2748435 A09 HIP TRUSS 1 Reference (optional) erS rnstauurce tnani City, FL). Plant city, FL - s=e/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:03 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-s5TWibNStuFL85kulZWz4EPR6_AaLP5N13CkHizRW6c " 1-0-0 7-3-2 9-0-0 15-7-0 22-5-0 29.0-0 0-8-14 38-0-0 9-4- 1-4-0 7-3-26-7-0 6-10-0 6-7-0 1-8-14 7-3-2 1-0-0 Scale = 1:68.9 Y 5x6 = 3x4 = 6.00 r12 2x4 \\ 4 23 24 5 3 22 1.5x8 STP = 21 14 2 13 qI 6x12 MT20HS 4x10 = 1 MT20H: 5x6 = 5x6 = 6 25 26 7 9vd /i 5x8 % 3.00 F12 5x8 8-8-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 1.03 . 12 >441 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.41 12-14 >324 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.70 9 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight:171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.t 'Except' WEBS 1 Row at midpt 5-14, 6-11 11-13: 2x4 SP M 31 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=184(LC 11) Max Uplift 2=906(LC 12), 9=-906(LC 12) Max Grav 2=1478(LC 1), 9=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4610/2662, 34=4427/2587, 4-5=-3748/2224, 5-6=-5232/2998, 6-7=-3746/2246, 7-8=-4424/2619, 8-9=-4607/2693 BOT CHORD 2-14=2239/4156, 12-14=-2749/5069, 11-12=-2742/5082, 9-11=-2303/4154 WEBS 4-14=950/1708, 5-14=-1525/923, 5-12=0/388, 6-12=0/379, 6-11 =-1 540/927, 7-11=961/1705, 3-14=-130/287, 8-11 =-1 39/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has, been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906, 9=906. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PQU I N 681,82 Z * ;• #. ST OF .��, s• N AR1,QP.' Joaquin Velez PE No:6i3182 MgekUSA; Iifc: FLBert6634. 6904iParke East Bivd: TampaFL 33610' Date: April 13,2021 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II4473 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 /n/orrrration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 179/PH3 WATERSTONE T23536412 2748435 A10 HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:16 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m- bIQRlXcquuVC5EOZoFO6zRlzDhquM111bswFSzRW6P -1-0-0, 4-1-1 7-0-0 11-9-10 111 21-4-13 26-2-6 31-0.0 33-10-12 36-0-0 r39-4-0 1.4 0 4-1-0 2-10-12 4-9-10 4-9-10 4-9-10 4.9-10 4-9-10 2-10-12 4-1-0 1-40 Scale = 1:68.9 5x6 = 3x4 = 3x4 = 5x6 = 3x4 = = 12 3 25 26 4 27 28 5 29 30 631 32 33 7 34 35 8 5x6 6.00 I— Ul FIR 1.5x8 STP = 1.5x8 STP = N IN " 1 2 18 36 17 16 37 15 38 39 14 40 41 13 12 42 43 11 9 10 0 5x12 = 3x4 3x6 = 3x4 = 3x4 = Sx12 = d = 3x6 _ 3.00112 3x6 19-0-0 30-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.20 14-16 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.15 14-16 >559 180 BCLL 0.0 Rep Stress Incr NO WE 0.35 Horz(CT) -0.05 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 335 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.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 6-0-0 oc bracing. WEBS 2x4 SP ND.3 REACTIONS. All bearings 0-8-0 except at=length) 16=14-0-0, 14=14-0-0. 13=0-3-8, 17=0-3-8. (lb) - Max Harz 9=149(LC 24) Max Uplift All uplift 100 lb or less atjoint(s) except 9=-681(LC 8), 2=-492(LC 8), 16=-1936(LC 8), 14=-1903(LC 8), 13=-627(LC 8), 17=-254(LC 1) Max Grav All reactions 250 lb or less at joint(s) except 9=947(LC 1), 2=615(LC 17), 16=1757(LC 17). 14=2087(LC 1), 13=741(LC 1), 17=532(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-2570/1560, 3-4=-10511785, 4-5=580/683, 5-6=-954/1717, 6-7=-1215/874, 7-8=-2298/1492, 2-3=1254/814 BOT CHORD 9-11=1240/2310, 17-18=-683/529, 16-17=-683/529, 14-16=-1151/728, 13-14=-499/345, 12-13=-499/345, 11-12=-593/1279, 2-18=561/1097 WEBS 8-11 =1 43/643, 7-11=-670/1175, 7-12=-999/867, 6-12=-993/1826, 5-16=-254/531, 4-16=1057/787, 4-18=-1093/1828, 6-14=-1570/1070, 5-14=-740/561 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 9, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 9, 492 lb uplift at joint 2, 1936 Ito uplift atjoint 16, 1903 lb uplift at joint 14, 627 lb uplift at joint 13 and 254 Ito uplift at joint 17. Continued on page 2 PQU(N v4j�-­ ?,f i� No 68182 9� ST f •4/j •SOT. ;c P ; ��' Joaquin Velez PE N4.68182 MiTek-0SA; Inc: FL Out 6634 .6904:Parke East Blvd. TampaFL 33610' Datli April 13,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply 179/PH3 WATERSTONE Pu's T23536412 2748435 HIPGIRDER 1 Job Reference (opt �I W-1 tridrn s !Ly, rLl, rmnc City, FL - 3.356 , 8.43o s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:16 2021 Page 2 NOTES- ID:vg WgkLM89b_5SJgl yNvy)HzHH5m-_bIQRI XcquuVC5EOZoF06zRlzDhquM111 bswFSzRW6P 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 372 lb up at 7-0-0, 182 lb down and 216 lb up at 9-0-12, 105 lb down and 73 lb up at 11-0-12, 100 lb down and 73 lb up at 13-0-12, 100 lb down and 73 lb up at 15-0-12, 100 lb down and 73 lb up at 17-0-12, 100 lb down and 73 lb up at 19-0-12, 100 lb down and 73 lb up at 21-0-12, 100 lb down and 73 lb up at 23-0-12, 163 lb down and 216 lb up at 24-11-4, 168 lb down and 216 lb up at 26-11-4, and 182 lb down and 216 lb up at 28-11-4, and 221 lb down and 372 lb up at 31-0-0 on top chord, and 338 lb down and 162 lb up at 7-3-0, 81 lb down at 9-0-12, 174 lb down and 304 lb up at 11-0-12, 174 lb down and 304 lb up at 13-0-12, 174 lb down and 304 lb up at 15-0-12, 174 lb down and 304 lb up at 17-0-12, 174 lb down and 304 lb up at 19-0-12, 174 lb down and 304 lb up at 21-0-12, 174 lb down and 304 lb up at 23-0-12, 81 lb down at 24-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 338 lb down and 162 lb up at 30-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 8-10=-54, 3-8=-54, 1-3=-54, 11-19=20, 11-18=-20, 18-22=-20 Concentrated Loads (lb) Vert: 8=-143(F) 3=-143(F) 11=-338(F) 18=-338(F) 14=-174(F) 13=58(1`) 17=-174(F) 25=118(F) 26=7(F) 27=-7(F) 28=-7(F) 29=7(1=) 30=7(F) 31=-7(F) 32=-7(F) 33=-118(F) 34=-118(F) 35=-118(F) 36=-58(F) 37=-174(F) 38=-174(F) 39=-174(F) 40=-174(F) 41=-174(F) 42=58(1=) 43=58(1=) ®WARNING _ Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 5I192020 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 is for MiTek always required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 179/PH3 WATERSTONE T23536413 2748435 A11 BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:18 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-w_tBsjZsLV8DRPNnhDIUBOWOc11jMBjbUuLOJ LzRW6N 30-10-9 -1-4-0 5-10.8 12.11.12 17.0-0 19-7-8 1-0-0 25-0.10 2e-6-0 -4- 39-0-0 9-40 1-4-0 5-10.8 7-1-5 4-0-4 2-7-8 1-4-8 4-0-10 3-56 -10- 7-1.8 1-6.9 6.00 12 5.6 = Sx8 = 4x6 = 7x10 = 2x4 II 5x8 3.00 12 Scale = 1:70.7 10-0-0 17-0-11 19-7-8 z1-0-0, 28-6-0 21g-4-p 38-0-0 10-0-0 7-0-0 2-7-8 1-4-8 7-6-0 0-10- 8-8-0 Plate Offsets (X,Y)--[4:0-3-0,0-3-0),[5:0-3-0,0-2-0),[6:0-6-0,0-2-8),[7:0-2-8,0-3-0),[9:0-2-7,Edgel,[11:0-2-12,0-3-4),[13:0-2-4,0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.56 11-12 >808 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.83 11-12 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 13-16 9-11: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=-327(LC 10) Max Uplift 2=-892(LC 12), 9=-892(LC 12) Max Grav 2=1502(LC 1), 9=1501(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2736/1657, 3-4=-242611461, 4-5=-2354/1478, 5-6=-2088/1387, 6-7=-23B411490, 7-8=-4486/2579,8-9=-4727/2661 BOT CHORD 2-16=1316/2423, 12-13=-813/2094, 11-12=-1299/2727, 9-11=-2277/4264 WEBS 3-16=435/458, 4-13=-247/356, 5-13=464/842, 6-12=445/862, 7-12=952/723, 13-16=-102912228, 7-11=-956/1814, 8-11=-271/366 �1111111/f/� NOTES- �%%% QU I N Vet: .gyp, �F 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. �% • `'mil J .� G E'N •''•. •••: gust) •• 11; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2E) ` 17-0-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-1-1, Interior(1) 25-1-1 to 39-4-0 zone; end vertical left and right exposed;C-C for members NO 68182 •�. 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. A) 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. ST' OF i • 0 •• 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. 1) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .; 0 R \ �;Q'• \ �j� lC% . •' • • •'G4'_? capaciearing surface. % % 1 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2 and 892 lb uplift at if ' 1110 joint 9. Joaquin Velez PE No.6162 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA; Inc: FL b6rt 66A sheetrock be applied directly to the bottom chord. ORIparke East, Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 179/PH3 WATERSTONE T23536414 2748435 Al2BC HIP TRUSS 1 IF Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:19 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-OARZ33aU6pG43ZyzEwpjkc37yRe55ckkjY4arnzRW6M -1-0-0 7-9-4 15.0.0 18-3-8 23.0-0 25-0-10 29-4.0 0-10-9 32-11-12 38-0-0 9-4-0 1-40 7-9-4 7.2-12 3-3-9 4-8-8 2.0.10 4-3-6 1-6-9 2-1-3 5-0-0 1-4-0 3x6 = 5x8 = 6.00 12 4x6 = 5x6 = 5 27 28 6 io 10 10 2x4 11 3x6 = 5x8 = 2x4 11 SYS 3.00112 5x8 Scale = 1:70.7 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 FBC2020/TP12014 CSI. TC 0.98 BC 0.93 WB 0.80 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.59 11-12 >770 240 Vert(CT) -0.78 11-12 >588 180 Horz(CT) 0.40 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3, 9-11: 2x4 SP No.1 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=291(LC 11) Max Uplift 2=-897(LC 12), 9=-897(LC 12) Max Grav 2=1493(LC 1), 9=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2676/1576, 3-4=-2031/1320, 4-5=-2468/1603, 5-6=-2361/1548, 6-7=-2657/1700, 7-8=-4442/2617,8-9=-4686/2702 BOT CHORD 2-18=1211/2327, 16-18=-1214/2321, 12-13=-1087/2483, 11-12=-1306/2715, 9-11=2315/4227 WEBS 3-18=0/322, 3-16=-719/562, 4-16=-723/309, 13-16=-845/2038, 4-13=-691/1517, 5-12=338/130, 6-12=610/1029, 7-12=-B57/675, 7-11=987/1770, 8-11=-281/372 �Ill'111f NOTES IN 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; .` Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. ♦ •• \ S' ♦ . �• V �••�% II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) i 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Exterior(21R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 39-4-0 zone; end vertical left N 0. 68 i 82 • and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * �� �, 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss; component. 4) Provide adequate drainage to ; prevent water ponding. �; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • S �f �� •• 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 .;C . i'•, will fit between the bottom chord and any other members. 7 Bearing at'oint s 9 considers parallel to rain value usingANSI/TPI 1 angle to rain formula. Buildingdesigner should verifycapacity Z 0 R. t s '• '• • • �% bearing surface. 8) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at ,�`�� joint 9. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquln:VeletPE N0 182. MITekUSA; Inc. FL CerC6634 sheetrock be applied directly to the bottom chord. 6900arke EaStiBlvd. Tampa FL.33610' Date: April 13,2021 A WARNING - Vedfy 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 chard members only. Additional temporaryand permanent bracing is MiTek° 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/7P/1 quality Criteria, DSB.89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply 179/PH3 WATERSTONE T23536415 2748435 A13BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:21 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-LZYJUlbkeQWols6MMLrBp1 BV3EJ7ZVX1 AsZhwgzRW6K r1-4-0, 6-913 13-0-0 18-3-8 25-0-0 29-4-0 32-11-12 38-0-0 39-4-Q F. 4-0 6 9 4 6-2-12 5-3-8 6-8-8 4-4.0 3-7-12 5-0 4 1-4-0 5x8 = 6.00 12 4x6 = 5x6 = 4 26 5 27 6 17 '- 15 14 '- 3x6 — 2x4 II 3x6 = 4x12 = 2x4 II 3.00112 5x8 25-0-0 1 28-6-0 38-0-0 Scale=1:70.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.54 13 >841 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.73 11-12 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.39 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 205lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except' 10-0-0 oc bracing: 12-14 5-14: 2x4 SP No.3, 8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-256(LC 10) Max Uplift 2=-897(LC 12), 8=-897(LC 12) Max Grav 2=1493(LC 1), 8=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2721/1605, 3-4=-2177/1384, 4-5=-3142/1934, 5-6=-2722/1712, 6-7=-3057/1833, 7-8=-4600/2585 BOT CHORD 2-17=1254/2375, 15-17=-1255/2371, 11-12=-1485/3175, 10-11=-2070/3910, 8-10=2188/4137 WEBS 3-17=0/272, 3-15=-608/484, 4-15=-426/221, 12-15=-882/1993, 4-12=-821/1675, 5-11=680/310, 6-11=544/1065, 7-11=-14151971, 7-10=-450/1077U N 1 �/���j , PQ F7 ,,. NOTES- `� .••;..:..,,• io 1) Unbalanced roof live loads have been considered for this design.C' E N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(21R) iVO, 681:82 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Exterior(2R) 25-0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4-0 zone; end vertical left and * •r right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .: - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ST F 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;o:X,, 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 � .;� Fi 0 •Q;�•\=,a will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��Ij � N AL ���% capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at Joaquin Velez PE N6:68182 joint 8. MiTek USA, Inc: FL Cert 6634, 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parka East Blvd. Tampa FL 33610' sheetrock be applied directly to the bottom chord. D8t9: April 13,2021 ®WARNING -Verify 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 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 ANS17rP11 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 Jab Truss Truss Type Qty Ply 179/PH3 WATERSTONE T23536416 2748435 A14BC HIP TRUSS 1 1 Job Reference (optional) auuaers rlrsraource (Plan[ city, FL), Plant city, PL -:i i5bt, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:23 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzH H5m-Hxg4vQd?A2nWYAGkTmtfuSEpG2081 N7KeA2n?YzRW61 -1.4-0 5-4-13 11-0-0 18-3-8 27-0-0 29-4-0 32-11-12 38-0.0 9-4-0 1-40 5-4.13 5-7-3 7-3-8 8-8-8 2.40 3-7-12 5-0.4 1-40 5x8 = 3x4 II 5x8 = 26 ' 27 6 3x6 = 2x4 II 3x6 = 3x4 11 4x12 = 29-4-0 3.00112 5x8 Scale = 1:68.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.96 BC 0.86 WB 0.97 Matrix -AS DEFL. in (loc) Udefl L/d Vert(LL) 0.64 13 >712 240 Vert(CT) -0.87 11-12 >523 180 Horz(CT) 0.39 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. Except: 2-16,13-16: 2x4 SP No.2, 5-14: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-12 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=220(LC 11) Max Uplift 2=897(LC 12), 8=-897(LC 12) Max Grav 2=1493(LC 1), 8=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2778/1645, 3-4=-2337/1442, 4-5=-3868/2320, 5-6=3930/2343, 6-7=-3555/2119, 7-8=-4592/2587 BOT CHORD 2-17=1312/2437, 15-17=-1312/2437, 5-12=-480/492, 11-12=1532/3213, 10-11=-2084/3938, 8-10=-2189/4129 WEBS 3.15=489/408, 4-15=-260/191, 12-15=-945/2020, 4-12=-1072/2060, 6-12=462/935, 6-11=537/992, 7-11=1109/830, 7-10=-467/1008 (Illilll/��� NOTES- ,���� Q;U I N 1) Unbalanced roof live loads have been considered for this design. `%� , G E N S 1 ��, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. •••� �� �• 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4.0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) �� 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 39-4-0 zone; end vertical left No 681 82 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * .�• :, 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •' to the use of this truss component. 4) Provide drainage to ► adequate prevent water ponding. 5) This ."� ST OF 44/ 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 betweenthe bottom chord and any other members. �j�,t� 1 Q Q' �`�� 7) Bearing at joint(s) 8 considers to ANSI/TPI 1 •• �j,`'SS . Fi'. • parallel grain value using angle to grain formula. Building designer should verify • • w`�,,� Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 MiTek USA; IOC: FL Cart 66M sheetrock be applied directly to the bottom chord. 6904:Pii fc East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7,473-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 theapplicability 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/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �1791PH21WATERSTONE T23536417 2748435 At5BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:27 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-9jwbkogVEGHxOnZVicyb210XrfLZzBcvZc078JzRW6E r1-4-0 6-3$ 9-0-0 14-10-4 18-3-8 26-0-8 29-0-0 31-8-10 38-0-0 39-447, 1-4-0 6-3-0 2-8-10 5-104 3-5-4 7-9-0 2-11-8 2-8-10 6-3-6 1-4-0 0 5x8 = 5x8 = 4x6 = 3x4 = 6.o0112 4 30 31 5 6 32 7 33 6x12 MT20HS = ' 2x4 \\ 5x8 2x4 3 9 29 34 STP = 1.5x8 ST 16 15 28 35 8x14 MT20HS = 8x12 = 3x6 = 21 20 19 18 17 4x6 = 5x12 = 2x4 II 3x4 = 14 13 12 2x4 11 5x8 = Scale = 1:68.9 P= 10 11 3x6 = 38-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.80 BC 0.96 WB 1.00 Matrix -AS DEFL. in (loc) I/dell Lid Vert(LL) 0.79 17 >577 240 Vert(CT) -1.02 17 >448 180 HOrz(CT) 0.39 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except* 10-0-0 oc bracing: 16-18, 13-15 6-18,7-13: 2x4 SP No.3, 15-16: 2x4 SP No.1 WEBS 1 Row at midpt 6-15 WEBS 2x4 SP No.3 `Except' 16-19,5-16,8-15: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=-184(LC 10) Max Uplift 2=893(LC 12). 10=888(LC 12) Max Grav 2=1500(LC 1), 10=1508(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2691/1609, 3-4=-2494/1523, 4-5=-2878/1785, 5-6=5456/3034, 6-7=-4727/2657, 7-8=-4607/2592, B-9=2506/1506, 9-10=2715/1604 BOT CHORD 2-21 =1 256/2367, 19-21 =-1 051/2201, 15-16=-2769/5585, 7-15=341/383, 10-12=-1288/2390 WEBS 3-21=287/333, 4-21=-1621419, 4-19=-498/929, 5-19=2272/1251, 16-19=-1650/3372, 5-16=1542/3196,6-15=-1025/475,12-15=-1170/2618,8-15=-1673/3324,8-12=-1195/533, 9 12=323/373 I %- IN V NOTES- ,,` 1%. J :�'' p EN' 1) Unbalanced roof live loads have been considered for this design. ,� �..�\ sS'�•. ice, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 N O 66182 to 13-2-15, Interior(1) 13-2-15 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 39-4-0 zone; end vertical left and right * �• �. *. exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 9 •� S F 5) All MT20 �0,�•••.C`, plates are plates unless otherwise indicated. P:�\�`� 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 �j, .•� �, R ,, SS �' •' a of on chord all areas where a rectangle wide • • • L� �O will fit between the bottom chord and any other members. 8) Provide truss bearing 'e., N Al E ��%% mechanical connection (by others) of to plate capable of withstanding 893 lb uplift at joint 2 and 888 lb uplift at 111.1% +,� joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaqulfi Velez PE Nd.68182 MiTek USA; InC;.FL dirt 6634 sheetrock be applied directly to the bottom chord. 6964:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 179/PH3 WATERSTONE T23536418 2748435 A16B Hip Truss 1 2 Job Reference (optional) 0 -- - .--•---•-- v •-• •• -••„ • -n • •••• 11 • .1. - ----I . o. rau a mat cc 1141 Iv,, I eK InuuSrle5, Inc. wwrr /Apr 1 z Ud:4t:Z9 zuzi Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-651L9UhmmuXfG5jug0 48jT 2T2DR6KC06V6CCzRW6C 1-40 3-0-0 7-0-0 10-11-2 1%0-0 18-3-8 22-2-0 26-0-8 312-2 34-2-12 38-0-0 9-4 1-4-0 3-0-0 4-0-0 3-11-2 4-0-14 3-3-8 3-10-8 3-10•e 4-11A 3-2-12 3-9-4 1-4-0 6x8 = 6.00 FIT 4x6 = 3 4 31 4x12 = 3x4 II Bx10 = 3x4 II 5 6 7 32 8 6x12 MT20HS = [o 24 23 22 21 20 19 ' _"•' _ '." `_" 15 - 14 13 12 4x6 = 2x4 11 3x4 = 4x6 — 6x8 = 3x4 I I 2x4 II 4x6 = 5x8 = 2x4 11 — 4x6 = 1.5x8 STP = 3x4 = 22-2-0 , 25-0.8 38-0-0 Scale = 1:68.5 v 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/TP12014 CSI. TC 0.37 BC 0.95 WB 0.86 Matrix-MSH DEFL. in Vert(LL) 1.38 Vert(CT) -1.46 Horz(CT) 0.49 (loc) I/dell L/d 19 >324 240 19 >307 180 11 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 519Ito FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied or 4-6-5 cc purlins. 3-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-11-4 cc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 cc bracing: 18-20, 14-16 16-18: 2x6 SP M 26 WEBS 2x4 SP No.3 "Except' 18-21,13-16: 2x6 SP No.2, 5-18,9-16: 2x4 SP No.1 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=640(LC 5) Max Uplift 1=1729(LC 8). 11=1872(LC 8) Max Grav 1=3037(LC 13), 11=3241(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5773/3257, 2-3=-6056/3540, 3-4=-7133/4161, 4-5=8193/4756, 5-6=-19844/11710, 6-7=-20198/11919, 7-8=-18147/10680, 8-9=-17668/10487, 9-10=-6633/3944, 10-11=-6303/3660 BOT CHORD 1-25=3413/5452, 24-25=-3413/5452, 22-24=-3667/5780, 21-22=-4617/7516, 20-21=-259/426, 18-20=-84/268, 6-18=-238/492,17-18=-12121/20260, 16-17=-12121/20260, 14-16=-296/679, 8-16=-68/264, 13-14=-200/543, 12-13=-3171/5523, 11-12=-3171 /5523 1I 11 111 1 jI WEBS 0;1( 8-21—5876/97 5?5-18328601//182 35?13-16649, 36 55943,89/164- 01121323/3580, 9-13=1275/846, ,`, E 7-18=-285/340, 7-16=-1903/1123, 2-24=-336/498, 10-12=-291/222,�/ 10-13=-359/616 NOTES- No. 681'82 *, *:• *. 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Webs :� S connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 2) All loads are considered equally applied to all except if front back face in F �jO� • ����� plies, noted as (F) or (B) the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as indicated. 00 . (F) or (B), unless otherwise 3) Unbalanced roof live loads have been for considered this design. 4) Wind:S 1gust) 4 'cat. i;P IExp CEncl.,Gp'0.18MWFRS (directional); end vertical P ;DOL=11.0 A1 E 11141 and right exposed; plate grip 11�0 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific doaquln Velez PE Nd.68182 to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. MITBk,USA; :IBC: FL C@it 6634_ mrre USAF 7) All plates are MT20 plates unless otherwise indicated. East Blvd. Tampa 33610 bile: 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. April 13,2021 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard 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 ANSUiPII 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 179/PH3 WATERSTONE T23536418 2748435 A16B Hip Truss 1 n L Job Reference (optional) tiuuaers t-Irstbource (Plant UIty, FL), I'lant Glty, I-L - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:29 2021 Page 2 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-651L9UhmmuXfG5jug0_48j-f2T2DR6KC06V6CCzRW6C NOTES- 9) ' 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. 19) Bearing at joint(s) 1, 11 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1729 lb uplift at joint 1 and 1872 lb uplift at joint 11. 12) Girder carries tie-in span(s): 7-0-0 from 7-0-0 to 18-0-0; 7-0-0 from 26-0-0 to 31-0-0; 7-0-0 from 26-0-0 to 31-0-0 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 168 lb up at 7-0-0, and 208 lb down and 168 lb up at 31-0-0 on top chord, and 384 lb down and 311 lb up at 7-0-0, and 384 lb down and 311 lb up at 31-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 1-24=-20, 20-24=100(F=-80), 19-20=-20, 16-18=-20, 14-15=-20, 13-14=-180(F=-160), 13-28=-20 Concentrated Loads (lb) Vert: 24=379(F) 3=-205(F) 9=-205(F) 13=-379(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Type Qly Ply 1791PH3 WATERSTONE TB'Oulss T23536419 2748435 GABLE 1 1 Job Reference (optional) I ustaource (Plant City, PL), Plant t;lty, 1-L - 33bbl, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:30 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-albjNpiOXBfWuFl4OkVJgwO7NsSiAmbMFmFfkezRW6B -0-8-0 4-4-0 8-8-0 9-4-0 0-8-0 4-4-0 4-4-0 0-8-0 4x6 = 1.5x8 STP = 1.5x8 STP = 8-8-0 Scale = 1:21.5 IM a LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.46 BC 0.68 WB 0.02 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.03 0.00 (loc) I/defl L/d 9 >999 240 9 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 45lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10=-89(LC 10) Max Uplift 10=-492(LC 12), 8=398(LC 12) Max Grav 10=400(LC 21), 8=400(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 7-5-11, Interior(1) 7-5-11 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult building designer qualified as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,`����� N V�� to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. ,�� Pco , •'�\Ci E N S' 1 f�, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���` �� �' �•��� �i 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Q0182 * �• �. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 10 and 398 lb uplift 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. S OF % �'10 C. NA' E ►�i�,�. Joa4uln Velez PE 1116.68182 MTek USA; Inc. FL Cert 66A 6904:Portia East Blvd. Tampa FL.33610 Dafta: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek 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 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 T23536420 2748435 B02 Common Truss 3 1 �179/1`1­13WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:32 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-WgjUoVke2pvE7YSTV9YnIL5S Ig5Fegsei4kmpXzRW69 -0-8-0 4.4-0 8-8-0 O-S-0 4-4-0 4-4-0 Scale=1:18.7 4x6 = 1.5x8 STP = 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.05 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 6=0-8-0 Max Horz 8=89(LC 11) Max Uplift 8=435(1_C 12), 6=-341(LC 12) Max Grav 8=357(LC 1), 6=357(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-8-0 to 2-4-0, Interior(1) 2-4-0 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This has been designed for truss a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • I N VF 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 ���, aU � will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of with standing 435 Ib uplift at joint 8 and 341 lb uplift at ,.•G E N,9 ,�� joint 6. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No. 68182 * �: OF �i Off. R. O •��j� ��� ,��� Joaquin Velez PE N6:68182 MiTek USA, Inc: FL Cert 6634. 69040arke East Blvd. Tampa FL 33610, Date: April 13,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119QO20 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 AiTek• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i1A 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 City Ply 179/PH3 WATERSTONE 2748435 C01 Hip Truss 1 1 T23536421 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3-1-11 3.82 12 4x6 = 4x6 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:32 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-WgjUoVke2pvE7YSTV9YnIL5U2g9eeeyei4kmpxzRW69 3-0-9 4x6 = 3-1-11 06 = Scale = 1:17.4 Plate Offsets (X,Y)-- [1:0-2-12,Edge), [4:0-2-12 Edge) 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 0.38 Vert(LL) 0.08 5-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight:31 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-15, 4=0-4-15 Max Horz 1=23(LC 6) Max Uplift 1=-596(LC 4), 4=-596(LC 5) Max Grav 1=1014(LC 15), 4=1014(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2284/1367, 2-3=-2246/1353, 3-4=-2284/1367 BOT CHORD 1-6=-1279/2172, 5-6=-1309/2245, 4-5=-1277/2172 WEBS 2-6=-231/537.3-5=231/536 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 1 and 596 lb uplift at joint 4. 8) Girder Carries tie-in span(s): 7-0-0 from 0-0-0 to 9-4-0 9) Girder carries hip end with 3-1-11 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 59 lb up at 6-2-5, and 113 lb down and 59 lb up at 3-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=60(F=6), 3-4=-54, 6-7=-105(F=85), 5-6=-107(F=-87), 5-10=105(F=-85) Concentrated Loads (lb) Vert: 6=-64(F) 5=-64(F) "1III II I 60 IN ,♦ %; �. No. 68162 iz 9 ST OF / O '♦ .����5 fO N A, ��``�♦ JoaquIn Velez PE Nd:68182 MR USA; Inc. FL Cert MM 6904;Parke East, Blvd. Tampa FL 33610 Date: April 13,2021 WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPI1 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 �17911?113WATERSTONE T23536422 2748435 CA JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:41:34 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-S3rEDB IuaQ9yMscsdaaFrm BSXUZM6awxAODttPZRW67 -1-4-0 0-11-4 r 1-4-0 0-11-4 Scale = 1:7.6 -0.131x3.5' TOENAILS LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 4=Mechanical Max Horz 2=98(LC 12) Max Uplift 2=-226(LC 12), 4=-17(LC 1) Max Grav 2=158(LC 1), 4=63(LC 8) 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=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. IN 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2 and 17 lb uplift at 4.0 ���, QU joint EIV k' 'o- No 68182 O•. ST OF 41J' Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Geri 66A. 6904:0arw Eastwvd. Tarnpa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply WATERSTONE 2748435 CJ1V JACK -OPEN TRUSS 4 1 �179/PHZI T23536423 Job Reference o tional 6.43U s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:35 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-W FOcQXm WLkHp_OB2AH5UNJ1 HtJlrl A502yQ QszRW66 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 `,,,�U111LIIf1'/��,I ,`���OPQUIN op No, 81:82 d • S f �: 01 AL, Joaquin Velez PE Nti.68162 MITek:USA;anc. FL Cert.6634 691)4Parke East Blvd. Tampa FL 3361.0 Date: Plate Offsets (X Y)-- [2:0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 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=91(LC 12) Max Uplift 3=4(LC 1), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 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 atjoint(s) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 211 lb uplift at joint 2 and 14 lb uplift at joint 4. April 13,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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/TF11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 179/PH3WATERSTONE T23536424 2748435 CJ3 Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:36 2021 Page 1 ID:vgWgkLM89b_5SJg1 yNvyjHzHH5m-PSy_dtn961 PgcAmEk7cjwBGC1 HejaUQEdiizylzRW65 -1-4.0 2-114 1-4-0 2-114 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.00 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, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=62(1_C 12), 2=-183(LC 12) Max Grav 3=65(LC 17), 2=195(LC 1). 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 I h DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a 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. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 183 lb uplift at joint 2. J%WIN III!- .`� 'S " G ESN A. N;Q fi8182 = � ; X. _ST OF • RU40 Joaquln.Velez PE Nd:156182 MITek USA, Inc: FL Cert 6634- 694'Parke East Blvd. Tampa FL 33610' Date: April 13,2021 ®WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek®connedors. 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 iwiTek' 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2748435 JCJ3S Truss Ply T23536425 Builders FirstSource Plant City, FL - 2x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:37 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-teWNrDnntLXXD KKQli7ySPpP3hz3JxgOsMRXUkzR W64 2-9-12 2-9-12 22-9-12-12 Scale: 1 "=1' ,���> PQOI N VE���i�� %> '• • No. 68182 Olt�"a�• g rJ ­40 OF NiA Joaquln Velez PE No.88182 MITek USA', Inc, FL(eft 6634 8904 Parke EastBlvd. Tampa FL 33610 Date:. 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 0.17 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 3-6 >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/TP12014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Harz 1=85(LC 12) Max Uplift 1=33(LC 12), 2=76(LC 12), 3=-5(LC 12) Max Grav 1=102(LC 1), 2=70(LC 17), 3=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & 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 jive 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 33 lb uplift at joint 1, 76 lb uplift at joint 2 and 5 lb uplift at joint 3. April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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/7P1f Quality Criteria, DS8-89 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 179/PH3 WATERSTONE T23536426 2748435 CJ3V JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:39 2021 Page 1 ID:vgWgkLM89b5SJglyNvyjHzHH5m-ple7GuplPyoFTdUpP7AQYquiHVfOnrAgJgweZdzRW62 -1-4-0 2-11-,_ 1-4-0 2-114 - 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 FBC2020ITPI2014 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=152(LC 12) Max Uplift 3=67(LC 12), 2=174(LC 12) Max Grav 3=66(LC 17), 2=195(LC 1), 4=49(LC 3) Scale = 1:12.7 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a file Matrix -MP Weight: 12lb 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. FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 174 lb uplift at joint 2. ,���UIN �V4et PQ F< S i No. 6.8182 'ST OF 1. 01 ci��SI!NA' 0,11 JDaquln Velez PE N6iliil82 MiTek USA, Inc: FL Celt 6634 ,6904;Parke East Blvd. Tampa FL 33610 Dafe:: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is far 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 ANS11TP/1 Quality Criteria, DSB-99 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 Type Qty Ply 179/PH3 WATERSTONE 2748435 rCruss Jack -Open 3 1 T23536427 R,,ilrlcrc Fire/Cm,r,.e rDl�..� rn.. CI � Job Reference (optional) - - - , - ---- o.You s Mal c< ZUZ I IN I eK moustnes, Inc. mon Apr 12 Ut5:4(:41 2021 Page 1 ID:vg WgkLM89b_5SJgl yNvyjHzHH5m-IPmtharHxa2yixeCXYCudFz_?IFZFlfznzPkdVzRW60 -1-4-0 4-11-4 1-4-0 4-11-4 I$ 3x4 = V N ch N Scale = 1:17.6 Plate Offsets (X,Y)-- 12:0-1-4,0-0-21 4-11-4 4-11.4 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >887 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=122(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide %/11111111V�� mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at joint 2. fit%% 0-IN 7) This truss design requires that a minimum of 7/16" structural wood sheathingbe applied direct) to the to chord and 1/2" sum %% EN sheetrock be applied directly to the bottom chord. No 68.182 iz. :9 ST OF 1111� JBaquln.Velei PE Nti68182 MITek USA; Inc: FL Cert 6634 6g04-parke..EastBlvd. Tampa FL.33610 Date: April 13,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23536428 2748435 CJ5S Jack -Open Truss 1 1 �179IPI­13WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:43 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-hote5GsYTBIgxFoaezEMig3J76w8jf9GEHuriOzR1N6_ 4-9-12 4-9-12 3x4 = 4-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 3-6 >819 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP ND.2 DOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Harz 1=147(LC 12) Max Uplift 1=59(1_C 12). 2=137(LC 12), 3=-2(LC 12) Max Grav 1=176(LC 1), 2=124(LC 17), 3=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 ,%,,oPQviry No 681.82, S OF O .. 4 J6ag6ln Velez PE No.68182 MITekWA, Inc. FL.Ceft 66M 6904 Parke East'Blvd. Tampa FL 33610 bate: PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying 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 59 lb uplift at joint 1, 137 lb uplift at joint 2 and 2 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 chard members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply=1791PH3RSTONE 2748435 CJSVJACK-OPEN TRUSS 4 T23536429 (optional) ��• -�• • • �•����� �^ .,,,r, 1 11. 1 .a..I 1.'r, - Q�I , d.43U s Mar zz 2uzi MI I eK Industries, Inc. Mon Apr 12 08:47:44 2021 Page 1 ID:vgWgkLM89b_5SJg1yNvyjHzHH5m-A ROJctADVQXZONnCgmbFtbUdVVHbS6PPTxePDgzRW5z -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 1 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >810 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=133(LC 12), 2=-189(LC 12) Max Grav 3=124(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Intericr(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 3 and 189 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �IIA11,111I�� 0 PQU I N VFW i No. 68182 .0Q�. . 0 - .� :�. 1�P' �• 1111.1 Joaquin Velez PE Nd.68182 Mfrek USA, Inc: FL Cert 6634 6904:Parke Eaat•Bivd. Tampa FL 33610 f)atii: April 13,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 179/PH3 WATERSTONE T23536430 2748435 EJ7 JACK -OPEN TRUSS 7 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:45 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-eA?OWyuc_oYOBYyzmOHgn58bCvYXBZfZibNylHzRW5y -1-4-0 7-0-0 1-4-0 7-0-0 T N t/J 3x6 = Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.20 4-7 >411 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(LC 12), 2=-217(LC 12) Max Grav 3=183(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for 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 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job russ Truss Type Qty Ply 179/PH3 WATERSTONE TE T23536431 2748435 J7S Jack -Open Truss 3 1 Job Reference (optional) D—u— rnswuu—trldnl tiny, FL), rlani Chy, rL-33DU/, 3x6 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:47 2021 Page 1 ID:vg WgkLM89b_5SJgl yNvyjHzHH5m-aZ78xdv2WQo6Qs5LtoJIs WDxHjCBfS8s9vs3g9zRW5w Scale = 1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.21 3-6 >397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.19 3-6 >420 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=212(LC 12) Max Uplift 1=86(1_C 12), 2=201(LC 12) Max Grav 1=252(LC 1),2=184(LC 17),3=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 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 86 lb uplift at joint 1 and 201 lb uplift at 111111, I /'I11 joint 2. ,,,��1. � U1 N 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `�PaG•E•N S�<�� No 68182 ST. OF '4IJ '<V ,,,,,S,oNA' 1��% 00 doaquln Velez PE Nd.68182 mlrek USA;.Ibc..FL Cert 6634 6104:f ark; EeStr lvd. Tampa FL.33610 Date: April 13,2021 ® WARNING-- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANSNTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast 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 179/PH3 WATERSTONE T23536432 2748435 EJ7V JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:48 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-2lhX9zwgHjwz2OgYR WgXPjm5m7ZaOvO?OZccMczRW5v 5-0-0 2-0-0 3x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 7.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=200(LC 12), 2=-210(LC 12) Max Grav 3=184(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.6 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.21 4-7 >388 240 MT20 244/190 Vert(CT) -0.22 4-7 >378 180 Horz(CT) -0.03 3 n/a n/a Weight: 25lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 3 and 210 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��.o bum No 68182 :9 SD OF : 4 IJ Z ieFs0 R.1, 0N A Joaquin Velez PE Nd.68182 Welk USA` Inc: FL Cert 6634. 6904:Parke East Blvd. Tampa FL.33610' Date: April 13,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 79/PH3 WATERSTONE T23536433 2748435 EJ7VP JACK -OPEN TRUSS M71 ob Reference (optional) •- • ••-••---•-- �• •�• •• �w��• ..,,r, o.gdu s Mar zz zuz i mi i eK inaustnes, Inc. Mon Apr 12 138:47:49 2021 Page 1 I D:vgWgkLM89b_5SJgl yNvyjHzHH5m-WyFvMJx1212gfAFk7DLmyxl LIXuv7HY9cDL9u2zRW5u -1-4-0 4-0-0 5-0-0 7-0-0 1 4-0 4-0-0 1-0-0 2-0-0 A 4x6 Scale = 1:22.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.58 BC 0.88 WB 0.33 Matrix -AS DEFL. in Vert(LL) 0.34 Vert(CT) 0.30 Horz(CT) -0.02 (loc) Vdefl Lid 6-9 >242 240 6-9 >275 180 2 n/a n/a PLATES GRIP MT20 2441190 Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, S=Mechanical Max Horz 2=352(LC 12) Max Uplift 4=66(LC 12), 2=350(LC 12), 5=-284(LC 12) Max Grav 4=72(LC 17). 2=336(LC 1). 5=194(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/805 BOT CHORD 2-6=-1215/390 WEBS 3-6=-400/1098 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4, 350 lb uplift at joint 2 and 284 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,%►IIIIIIJIf1� . ` . PQviN: ��''�•. J0ENSF�0� i No -68182 ' S T OF : 44/ . i0� 40Z F R. 4N A1- �►1111.11111 Joaquin Velez P%E N6.66182 Mgek USA, [no; FL &it 6634. .6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING- Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the IYI 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 179/PH3WATERSTONE T23536434 2748435 HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:51 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-SKMfn?yZaelYvTP76eOE1MOk2KgHbCyR4XgGzwzRW5s 1-10-10 5-104 9-10-13 1-10-10 5-104 4-0-9 Scale = 1:22.2 5-104 9-10-13 5-104 4-0-9 Plate Offsets (X,Y)-- 12:0-2-4,D-0-81 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 0.40 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=240(LC 8), 2=273(1_C 8). 5=-174(LC 8) Max Grav 4=240(LC 13), 2=412(LC 1), 5=399(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-680/174 BOT CHORD 2-7=-403/620, 6-7=403/620 WEBS 3-7=0/291, 3-6=-718/467 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,\\1111 11IIII 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 �'0� Pdu I N will fit between the bottom chord and any other members. �%. 0. • •"'' • • Ng • F' 5) Refer to girder(s) for truss to truss connections. �� •• \CrE�•'.� 10 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 4, 273 lb uplift at V joint 2 and 174 lb uplift at joint 5. No 68.182 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard •1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) .13 S OF 4/J Vert: 1-2=-54 i 0 Trapezoidal Loads (plf) ` . % �i0'�� •'c'� O R 1 Vert: 2=0(F=27, 8=27)-to-4=-134(F=40, B=40), 8=0(F=10, 13=10)-to-5=49(1==-15, B=-15) Al- Joaquln Velez PE Nt5.68182 MiTek USA, Inc. FL Cert6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING -Verify 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/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 ANS11TPl1 quality Criteria, DSB-e9 and Bost 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 Type Qty Ply 2748435 JH'Ju7sVs DIAGONAL HIP GIRDER 2 1 �17911?1­13WATERSTONE T23536435 Job Reference (optional) -• -- �• •-• •• -••, • -n ••- • �ro - ����• o.- s mar zz zu,& I rvn i eK mausines, Inc. Mon Apr 12 Ub:4/:53 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-PjUQCh_p6GYF8nZVE3Qi6nT548Lj35ekXrJN 1 pzRW5q 1-10-10 5-4-14 9-10-13 1-10-10 5.4-14 4-5-15 Scale = 1:22.2 3x4 - 5-4-14 4 5 15 Plate Offsets (X,Y)-- [2:0-1-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight:41 Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=278(LC 8) Max Uplift 4=123(LC 24). 2=-331(LC 8), 5=-152(LC 8) Max Grav 4=102(LC 17), 2=534(LC 1). 5=308(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1137/516 BOT CHORD 2-7=-639/1054, 6-7=-642/1041 WEBS 3-7=0/272, 3-6=-1031/631 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 4, 331 lb uplift at joint 2 and 152 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 44 lb up at 1-0-0, and 95 lb down and 80 lb up at 3-0-0, and 128 lb down and 149 lb up at 5-0-0 on top chord, and 45 lb down and 15 lb up at 1-0-0, and 21 lb down at 3-0-0, and 46 lb down at 5-0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=20 Concentrated Loads (lb) Vert: 12=6(F) 13=-61(F) 15=9(F) 16=36(F) IN VF��iii ENS��� No 681,82 .0 S 7, OF : Joaquin Velez PE No.68182 MITek USA; Inc:. FL Cert 6634. 6904:Parke East -Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/17P11 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 Qty Ply 179/PH3 WATERSTONE T23536436 2748435 Z01 Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:54 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-tv2oP17RtZh6mx8iomxxf_OGkYniodlumV3waFzRW5p -1-5-5 2-1-11 1-5-5 2-1-11 Scale = 1:10.2 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 FBC2020ITP12014 CS1. TC 0.37 BC 0.08 WB 0.00 Matrix -MP DEFL. in (loc) Vdefl Lid Vert(LL) -0.00 7 >999 240 Vert(CT) -0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-5, 4=Mechanial Max Horz 2=122(LC 12) Max Uplift 3=27(LC 12), 2=204(1_13 12) Max Grav 3=37(LC 17). 2=182(LC 1), 4=32(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load 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 truss to truss tconnecti l 6) Provide mechanical rl n (by othe s) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 204 lb uplift at P(�U I N � joint 2. ,�%0 % F2 �� �O ., G•E'N . .. NO, 681:82 40 :9 �• -ST OF Joaquin Velez PE Nd.68182 MITek QM,Inc. FL Cert 8634. 6904 Parke East Blvd. Tampa #L 33610 Date: April 13,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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, 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 Type Qty Ply rZ02 T23536437 2748435 Jack -Open Truss 2 1 �1791PI­13WATERSTONE Job Reference (optional) n mouww Imam uity, FL), riani uny, rL - caoor, 15.43U s Mar 22 2U21 MITeK Industries, Inc. Mon Apr 12 08:47:55 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-L6cAdN73etpzN5iuLUSABCYREx7OX47179oU6izRW5o -1 4 0 2-0-0 14-0 ' 200 Scale = 1:10.3 it LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=29(LC 12), 2=186(LC 12) Max Grav 3=39(LC 17). 2=170(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 1-11-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6 Provide mechanical connection b others of truss to bearing late capable of withstanding 29 lb uplift at 3 and 186 lb uplift at (y ) 9P P 9 P J P joint 2. `���� PQU I N No 68182 S 7A. OF10 .01 nn Joaquin Velez PE Nd.68182 Mrrek W, lnc:.FL Cert.6634. 6904:Par1l;e, E49Blvd. Tampa FL 33610 Date. April 13,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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/TP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0.yII , - -1- For 4 x 2 orientation, locate plates 0- 'lid' 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-89: 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) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 of O U rL O H JOINTS ARE GENERALLY NUMBEREDILETTERED 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 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 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 ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUiPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 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 pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/fPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.