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HomeMy WebLinkAboutTRUSS258 Southhall Lane, Suite 200 fiF Maitland, Florida 32751 ` D 49 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 27, 2021 Building Department Ref: Adams Homes Lot: Lot 183 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 5322 Vespera St. Model: 1512 B RHG KA # 21-5376 Truss Company: Builders First Source Date of drawings: 4/15/21 Job No.: 2748455 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. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 5/27/2021 5/27/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ,%pABL©r1Tt\ca IV 6 0 ®> J • NO 87 •e N M • b • ST '0' E OF Luis Pa [Fort0, I E. FL. # 87 64 I r r x 3'li�i��llilllll!' 10 MIA U 1iU1 38-00-00 17 Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ 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 manner IDS ENGINEERING ASSOCIATES Date: 05/27/2021 By: ES Submittal No.: Project No.: 21-5376 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 183 Blk 3 VERIFY ALL DINENaONS MID CEILING OONDMMS PILOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FlELD BY BUILDER N UN MD FORCE RESSTING SYSTENIOC HYBRID WIND ASCEr-119 IMPORTANT ENCLOSED EXPOSURE CATEOORY0 OCCUPANCY CATEGORY I This Drawing Must Be Approved And VANDI'OAD16D°�" WIND LOADINII((o w FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN OESIGN7) FORA 1S.o PSF BOrOM CHORD LWE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OMER LIVE LOADS Dimensions And Conditions Prior To Approval Of 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 By Dato BCDL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (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. The General Contractor is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Root Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 1W END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend L-18'-00" BRG WALL 11'-W BRIG WALL BUILDER: Adams Homes PROJECT: Inge Family BLK 160 MODEL: 1512 B ADDRESS: 5322 VESPERA ST LOT / BLOCK: 183 PH3 SUBDIVISION: I WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 1 2748455 DATE: 1 04111/2021 1 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. a. 4. Builders I Combinling to serve)ou better 4408 Airport Road Plant City, FL 33563 Ph. (813) 306-1300 Fax(813) 306.1301 MiTek RE: 2748455 MiTek USA, Inc. 183/PH3 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes PSL - Bill R Project Name: 2748455 Lot/Block: 183 PH3 Model: 1512 B Address: 5322 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 T23536413 A11 BC 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 per ANSI/TPI 1, Chapter 2. IofI Mffek USA,.Inc. FL Ceit 6634 6904:Paii4i East Blvd. Tampa FL 33610 April 15, 2021 Hate: Velez, Joaquin Job Truss Truss Type Dty Ply 183/PH3 WATERSTONE T23536403 2748455 A01 SPECIAL TRUSS 4 1 Job Reference (optional) �•���• ti o _i.• •y, v••y, r� - 00101, d.asu s mar z2 2uz1 MI I eK Inaustries, Inc. Mon Apr 12 08:46:44 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-wRpKjSBXM3s2MAnFh4hWpE68VKhmOlUagc6D6JzRW6v 1-4-0 7-1-8 &8-0 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 4-3� 6-0-10 6-0-10 1-6-8 7-1-8 1-4-0 Scale = 1:68.6 5x6 = 6.00 12 5x8 5x8 ::: 3.00 Fl2 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 1.00 BC 0.94 WB 0.90 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid 0.74 11-13 >620 240 -1.12 11-13 >408 180 0.59 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 185lb 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 Harz 2=-362(LC 10) Max Uplift 2=906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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=-9D8/1832, 3-13=252/351, 7-10=-262/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 11/1l'I. ,, ,�� Qu i 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. 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) ��� OP : • ' �� ''���, 19-0-0 to 22-0-0, Interior(1) •• �••� �i 22-0-0 to 39-4-0 zone;C-C for members and farces & 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 N.o, 6818,2 • * • •*'� 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 fit between i 'S will the bottom chord and any other members. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. T . 0 F 0",� P O.• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=1b) .. . 0 R,lr���• • • . tj cS 2=906, 8=906. ,' 4 `� t�.QNA % 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied direct) to the top chord and 1/2" y gypsum sheetrock be applied directly to the bottom chord. Joaquln,VelezPE,N6:66162 Mgek'USA, Ioe. FL Cert.6634. .6904:15a iie; East Blvd; Tampa:FIL 33610 Dafei 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 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 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?P/f 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 183/PH3 WATERSTONE T23536404 2748455 A02 SPECIAL 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 08:46:47 2021 Page 1 ID:vgWgkLM89b_5SJg1yNvyjHzHH5m-KOVTL6BPf EdDeWpNCEDRskgrXjfb781MaK1jezRW6s r1-4-Oi 7-1-8 8-8-0 12-11-6 19-0-0 25-0-10 29-4-0 30-10-Q 38-0-0 39-4-q 1 4-0 1-6 8 4-3-6 6-0-10 6-0.10 4-3 6 1-6-8 7-1 8 Scale = 1:70.0 5x6 = 6.00 12 2x4 I I 2x4 11 2x4 11 , 3x6 I I 2x4 11 5x8 5x8 :::w 3.00 r12 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/TP12014 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 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.6611-13 >693 240 MT20 2441190 Vert(CT) -0.84 11-13 >542 180 Horz(CT) 0.51 8 n/a n/a Weight: 242 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 11-13 WEBS 1 Row at midpt 6-11. 4-11 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-362(LC 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1). 8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4614/2613, 3-4=-4374/2536, 4-5=-2163/1384, 5-6=2163/1375, 6-7=-4368/2541, 7-8=-4609/2619 BOT CHORD 2-13=2195/4160, 11-13=-1295/2711, 10-11=-132812710. 8-10=-2237/4155 WEBS 5-11=844/1559, 6-11=-1034/817, 6-10=878/1696, 4-11=-1080/813, 4-13=868/1740, 3-13=257/351,7-10=-266/352 NOTES- 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 Extericr(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 2-0-0Wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (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. 0 ,,Q11(IIUt�//I ENS N.6 68182 S OF Joaqulli Velez PE N6.6182 MITek USA, Inc. FL Cett 6634. 69649arke East,Bivdi Tampa FL 33610 Date: 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall l� 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 7VIiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV7P11 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=Job TERSTONE T235364 55 2748455 A03 SPECIAL TRUSS 2 e (optional) s rustauurce truant city, rLI, riant city, rL - naab/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:49 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-HPdDmoCgAbU LTygCUdGhWHpOTLO831 iJpup_oWzRW6q r1-4-01 7-1-8 8-8-0 12-11-6 19-0-0 25-0-10 29-4-0 30-10-$ 38-0-0 39-4-0, 1-4-0 7-1-8 ' 1-6-8 ' 4-3Fi 6-0-10 6-0-10 4-3-6 1-6-8 7-1-8 1-4-0 Scale = 1:69.0 5x6 = 6.00 F12 — 11 — 11 — 11 LX9 II 2x4 11 5x8 Sx8 3.00 F1T 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.64 11 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.81 11-12 >562 180 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=2151/1370, 6-7=-4369/2542, 7-8=-4610/2619 BOT CHORD 2-12=2193/4156, 11-12=-1290/2704, 10-11=-1325/2704, 8-10=-2237/4156 WEBS 5-11=839/1548, 6-11=-1039/819, 6-10=884/1707, 4-11=-1083/814, 4-12=-871/1746, 3-12=257/351, 7-10=266/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: 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 at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=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. Blvdi Tampa . 33610 April 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 1' Design valid for use only with MiTek® connectors. This design is based only upon pare meters 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/roll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety/nronnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 183/PH3 WATERSTONE T23536406 2748455 A04 SPECIAL TRUSS 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 08:46:52 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-h_IMOgFYTWtvKPOn9lgO8vRY1 YReGO4m Ws2eOrzRW6n 4-0 6485 12131-712 19-0-0 46-0 30.109 - VT a1-6-0-4 650-10 237-17r14 1-4-0 5x6 = 6.00 12 Scale = 1:68.4 3x6 = 7xl0 = 2x4 II 3.0012 Sx8 10-0-0 19-0-0 1 -7 29-4-0 38-0-0 10-0-0 9-0-0 7- 9-8-8 8-B-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 FBC2020ITPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4,6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 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(LC 10) Max Uplift 2=903(LC 12). 8=-903(LC 12) Max Grav 2=1483(LC 1), 8=1483(LC 1) PLATES GRIP MT20 244/190 Weight: 205 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-11, 5-13. 11-14 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=-1302/2664, 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 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; 8=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 at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=903, 8=903. 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. Cilu N' V � ����i � OPQ No 6818.2 : 'ST OF 0, .c. • �; till Joaquin .Velez PE N6.68182 M(Tek USA, Inc: FL Celt 6634 .6904•Parkefast Blvd. Tampa FL 33610 Datli: 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 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 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 ANS11iPl1 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 Type Qty Ply 183/PH3WATERSTONET235364072748455 THruPsTRU., A05 1 1 Job Reference 0o tional ir5wuurce triant city, rLi, rlant ury, rL - aaae/, t3.430 s Mar 22 2021 MTek Industries, Inc. Man Apr 12 08:46:54 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-dMQ6pWGo777dZjYAHAssDKKsgM7xkJS2z9XITkzRWE1 1-4-0 7-3-2 8-8-0 17-0 0 21-0-0 29-4-0 0-8-1 38-0-0 9-4 1-4-0 7-32 4-14 8.4-0 4-0-0 84-0 4-14 7-3-2 1-40 5x8 3.00 F12 6.00 12 5x8 = 5x6 = 5x8 Scale = 1:70.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (]cc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.59 13-15 >767 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 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: 226Ito 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(1_C 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 BOTCHORD 2-15=2214/4125, 13-15=-2039/3868, 12-13=-881/2113, 11-12=2098/3863, 9-11=2277/4122 WEBS 4-15=423/1055,4-13=-1890/1239,5-13=-345/775, 6-12=-338/729, 7-12=-1864/1267, 7-11=443/1040 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; 8=45ft; L=24ft; eave=5ft; Cat. 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 17-0-0, Extedor(2E) 17-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord 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, 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 Qt=lb) 2=906, 9=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. FL 33610 April 13,2021 WARNING -Vedfy 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 We[( 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 ANSUTF11 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 2748455 A06 HIP TRUSS 1 1ob [113/PH3WATERSTONET23536408 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 I D:vgWgkLM89b_5SJgl yNvyjHzHH5m-ZIYtEB 13XINLoCiYObuKIIcC39pnCGELQTOsXCZRW6j r1-4-0, 8-8-0 15-0-0 23-0-1 29-4-0 38-0 0 a9-4-0, 1-4-0 8-8-0 6-4-0 B-0.0 6-4-0 8-8-0 1-4-0 Sx6 = 6.00 12 5x8: 3.00 12 8-8-0 21 22 5xB = 38-0-0 5x8 zz- Scale = 1:70.9 LOADING (psf) TCLL 20.0 TCDL 7.0 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress IncrYES Code FBC2020/TP12014 CSI. TC 0.90 0 W0 .53BCLL Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.58 11-12 >786 240 Vert(CT) -0.90 10-11 >507 180 Horz(CT) 0.56 7 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 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 NOTES-) I N V<��;' Unbalanced roof live loads have been considered for this design. ��,,,0P(Qu • 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 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 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N Q .681' 82 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. 9 •, ST' OF . �� •..O. 4, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q•_ 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 fit between R �,�.•� \��� S•• �' • • •' •';'�V will the bottom chord and any other members, with BCDL = 10.0 sf. . • • • 8) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE Nd.66182 2=906, 7=906. MiTek USA, lnc..FL Eft 66A. 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 hail e'East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: April 13,2021 A 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 form individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Jab Truss Truss Type Oty Ply =11131PH3STONET23536409 2748455 A07 HIP TRUSS 1 (optional) m1 0 r Firsrauurce (Fiani City, FL), Plant city, FL - slobf, 8,430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:58 2021 Page 1 ID:vgWgkLM89b_SSJg1 yNvyjHzHH5m-W8fditJJ3Md32KsxWOxoNAhY6zTgg9zeunVzcVzR W6h 1 4 0 7-3-2 8-B-0 13-0-0 19-0-0 25-0-0 29-4-0 0-8-1 38-0-0 9 4 1-4-0 7-3-2 -4-14 4-4-0 6-0-0 6-0-0 4-4-0 -4-14 7-3-2 1-4-0 6.00 F12 5x8 = 2x4 11 5x8 = 25 6 26 7 5x8 5x8 3.00 F12 8-8-0 38-0-0 Scale = 1:70.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud 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 Harz 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, Interjor(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Exterior(2R) 25.0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4-0 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 ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=906, 10=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 01111111/jil ,``0PQU.IN VFW1�e .% . • NO 68182 ��' S OF %� • t��(/ ;ONIA%1j.11�N,,��. iJO Joaquin,Velez RE,Nti.68182 MiTek USA,:Inc. FL Ceft.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 Mil-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 Ind Mdual 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 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23536410 2748455 A08 HIP TRUSS 1 1 �1831PH21WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:00 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-SWnN4ZLZbztnHe7JdRzGSbntXm9484AxL5_4hOzRW6f 1 4 0 7-3 3 8-8-0 11-0-0 19-0-0 27-0-0 29-4-0 0-8-1 38-0-0 9-4 1-4-0 7-3-0 4- 03 2 4-0 8-0-0 8-0-0 2 4-0 -4-13 7-3-3 �[ 1 O . 5x8 :::: 3.00 12 5x8 = 2x4 II 5x8 = 0 26 0 27 7 5x8 Scale = 1:68.9 8-8-0 11-0-0 19-0-0 27-0-0 29-4-0 38-0-0 8-8-0 N-0 "1 B-0-0 2-4-0 B-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], 113:0-3-8,0-3-121, [16:0-3-8,0-3-12] 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 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: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 15-17,12-15: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 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. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459512675, 3-4=-4387/2590, 4-5=-3658/2187, 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=-818/501, 8-12=527/853, 3-17=-193/319, , 9-12=204/316 IN V!# NOTES- 1) Unbalanced roof live loads have been considered for this design. �%```,QU ♦�♦'�P`•.'•......, ��.'iI ♦ �•,,, G E N c'� ♦ � S • �''• �� �• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) No 68182 -0 •�• 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Extedor(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 = �, to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �; ST . F �i�,�'.•Q. �, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P.� 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 fit between the bottom will chard and any other members. 7) Bearing at joint(s) 2, 10 considers to value using ANSI/TPI 1 angle to formula. Building designer should .ls parallel grain grain verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) Joaquin Velez PE Nd.6$182 2=906, 10=906. MiTek USA, Inc. FL Cart 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:Paflie East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date': April 13,2021 ® WARNING - Vedfy 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 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 Jab Truss Type Qty Ply 183/PH3WATERSTONE FAO"9ss T23536411 2748455 HIP TRUSS 1 1 Job Reference (optional) lers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:03 2021 Page 1 ID:vq WgkLM89b-5SJgl yNvyjHzHH5m-s5TWibNStuFL85kuIZWz4EPR6_AaLP5N13CkHizRW6c 1 4 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 7-3-2 1-8-14 6 7-0 6-10-0 1 -0 1-8-14 7-3-2 1-4-0 Scale = 1:68.9 5x6 = 3x4 = 5x6 = 6.00 12 2x4 \\ 4 23 24 5 6 Sx6 = 25 26 7 2x4 3 FM 8 22 27 co 1.5x8 STP = 1.5x8 STP = w 21 14 28 0 ca 2 13 12 11 I� 1 6x12 MT20HS = 010 MT20HS = 3x4 = 6x12 MT20HS 9 10 0 5x8 3.00 12 Sx8 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 0-2-0] [6:0-3-0 0-3-0] [7:0-3-0 0-2-0] [9:0-2-7 Edge] 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 0.78 Vert(LL) 1.03 12 >441 240 MT20 2441190 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 FBC2020rTP12014 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.1 '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 Harz 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, 3-4=-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=-1540/927, 7-11=96111705, 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 atjoint(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 at=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. `%% PpU IN , VFW �ti♦� 68182 ST' OF Joaquin ,Velez PE Nd.68182 MiTek USA, Inc. FL 6rt8634 6904 Parke East Blvd. Tampa FL 33610 Date - April 13,2021 -- A WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192@0 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design Is based only upon parameters should, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Qualify 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 183/PH3 WATERSTONE T23536412 2748455 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 I D:vq WgkLM89b_5SJgl yNvyj HzHH5m-_bIQR1 XcquuVC5EOZoFO6zRlzDhquM111 bswFSzRW6P -1-0.0, 4-1-4 7-0-0 11-9-10 16-7-3 21.4.13 26-2-6 31 2 33-10-12 38-0-0 a9-40, 1-4-0 4.1-0 T 12 4.9.10 4.9.10 4-9-10 4.9-10 4-9-10 2-10-12 4-1-0 1-4-0 Scale = 1:68.9 5x6 = 3x4 = 5x6 = 3x4 = 3x4 = 8 5x6 = 200 1 6.L- 3 25 26 4 27 28 5 29 30 6 31 32 33 7 34 35 n 1.5x8 STP = N 1.5x8 STP = N N 2 18 36 17 37 15 38 39 14 40 41 13 12 42 43 11 9 t0 ? 1 16 Im a d 5xl2 = 3x6 = 3x4 = 3x4 = 5x12 = 3x4 — 3x6 3.00112 3x6 19-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.20 14-16 >434 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.15 14-16 >559 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.05 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 335 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=14-0-0, 14=14-0-0. 13=0-3-8, 17=0-3-8. (lb) - Max Horz 9=149(LC 24) Max Uplift All uplift 100 lb or less at joint(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=-1051/785, 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=143/643, 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: Tap chords connected as follows: 2x4 - 1 row at D-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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. B) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 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 at joint 16, 1903 lb uplift at joint 14, 627 lb uplift at joint 13 and 254 lb uplift at joint 17. Continued on page 2 ��(►1111f//j IN101 RO 68182 :9 = ST F •.•� Joaquln Velez PE N6.681.82 MlTek USA, Inc: FL Cert 6834 .6964fP ire East Blvd: Tampa FL M610 batk 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 form 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• I 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-99 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 s Truss Type Qly Ply 183/PH3 WATERSTONE 2748455 FA1U0 HIPGIRDER 1 T23536412 Job Reference o tional -- --•- • ••-•-- •-- 1. —.• ^>, �n . Io„, —Y. o.geu s mar zz zuzl MI I eK Industries, Inc. Mon Apr 12 08:47:16 2021 Page 2 NOTES- ID:vgWgkLM89b_SSJglyNvyjHzHH5m- bIQRlXcquuVC5EOZoF06zRIzDhquM111bswFSzRMP 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(F) 17=-174(F) 25=11B(F) 26=7(F) 27=-7(F) 28=-7(F) 29=-7(F) 30=7(F) 31=7(1`) 32=-7(F) 33=118(F) 34=118(F) 35=-118(F) 36=-58(F) 37=-174(F) 38=-174(F) 39=-174(F) 40=-174(F) 41=-174(F) 42=58(F) 43=58(F) A 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 huilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeF 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 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 WATERSTONE �183/PHZI T23536413 2748455 A11BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Mon Apr 12 08:47:18 2021 Page 1 ID:vgWgkLM89b_5SJg1 yNvyjHzHH5m-w_tBsjZsLVBDRPNnhDI UB 0 WOc1 IjM8jbUuLOJLzRW6N 30.10-9 -1-4-0 5-10.8 12-11-12 17-0-0 19.7-8 1-0-0 25-0.10 28-6-0 -4- 38-0.0 1-4-0 5.10-8 7.1-5 4-0.4 2-7.8 1-4.8 4.0-10 3.5-6 -10• 7.1.8 1-6-9 Scale = 1:70.7 6.00 F12 5x6 = 5x8 = 15 " 4x6 7xl0 = 2x4 II 5x8 = 3.00 12 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 0.77 BC 0.94 WB 0.85 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) 0.56 11-12 >808 240 Vert(CT) -0.83 11-12 >551 180 Horz(CT) 0.38 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except* WEBS 1 Row at midpt 13-16 9-11: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-327(LC 10) Max Uplift 2=-892(LC 12), 9=-892(LC 12) Max 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=-2426/1461,4-5=-2354/1478,5-6=-2088/1387,6-7=-2384/1490, 7-8=-4486/2579,8-9=472712661 BOT CHORD 2-16=1316/2423, 12-13=-813/2094, 11-12=-1299/2727, 9-11=2277/4264 WEBS 3-16=435/458, 4-13=-247/356, 5-13=-464/842, 6-12=445/862, 7-12=952/723, 13-16=-1029/2228,7-11=-956/1814,8-11=-2711366 NOTES- PQUIN 1) Unbalanced roof live loads have been considered for this design. `��. �� O J G I- N •' t 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�'• 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, 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 N0 681 82 ' and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 j►� �- 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 8. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. '' ST OF 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 ��0'••• its. ''_1V�� • Q`•• will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers to value using ANSI/TPI 1 angle to formula. Building designer should verify �i� \ Q \ Q ��j, ISSI•�'•• R• ••••�G ��, parallel grain grain capaci of bearing surfa. ���I A' `���� ��,- 8) Provide mechanical cal connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2 and 892 lb uplift at joint 9. Joaqulri Velez PE N6.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MITek USA', Ino. FL Lett 66A, sheetrock be applied directly to the bottom chord. 6904:Parke East Blvd, TampaFL 33610 Gatti: 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 MiTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI 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 Oty Ply 183/PH3 WATERSTONE 2748455 Al2BC HIP TRUSS 1 1 T23536414 _ Job Reference (optional) ,ail Ry, ­" nai n -ay' 11 - 0000r, 6.43U s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:19 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-OARZ33aU6pG43ZyzEwpjkc37yRe55ckkjY4arnzRW6M -1d-0 7-9-0 15-0.0 18-38 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 3-3-8 4-8-9 2-0-10 4-3-6 1-6-9 2-1-3 5-0-4 1-4-0 3x6 = 7-9A 6.00 12 2x4 11 3x6 = 5x8 = 4x6 = 5x6 = 5 27 28 6 s— 1 5x8 = 2x4 11 3.00112 5x8 Scale = 1:70.7 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.59 11-12 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.78 11-12 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.40 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.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(1_C 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=423/309, 13-16=845/2038, 4-13=-691/1517, 5-12=338/130, 6-12=610/1029, 7-12=-857/675, 7-11=987/1770, 8-11=-281/372 NOTES- I N Un alanced roof live loads have been considered for this design. U •, V� �', 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. ��` ,:'.�•\ G E N S �0 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; end vertical left% N Q 68 1 8;2 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. i S OF .' 4U 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. �j�f\' Q` •' �, •1Q•r \�� 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify pR �jof bearing�,ll 8) Providcapacie mechanicals nnection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at ��'fIN joint 9. Joaquln.Velez PE Nd.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum MRek USA,1nc. FL Cert:6634 sheetrock be applied directly to the bottom chord. 690411aike'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. 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TFI1 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 T23536415 2748455 A13BC HIP TRUSS 1 1 �1831PI­13WATEIRSTONE 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 08:47:21 2021 Page 1 ID:vgWgkLM89b_5SJg1 yNvyjHzHH5m-LZYJ UlbkeQ Wols6MMLrBp18V3EJ7ZVX1 AsZhwgzRW6K rr'= 6-9-4 13-0-0 18-3-8 25-0-0 29-4-0 32-11-12 38-0-0 39-4-Q 1-4-0 6-9-0 6-2-12 5-3-8 6-8-8 4 4-0 3-7-12 5-0-4 Scale = 1:70.3 5x8 = 6.00 FIT 4x6 = 5x6 = 26 5 27 6 17 15 14 .— 3x6 = 2x4 II 3x6 = 4x12 = 2x4 II 3.00112 5x8 6-9-4 13-0.0 18.3-8 19-7 25-0-0 28-6-0 2 -4 3&0 0 6-9-4 6-2-12 5.3.8 1-4-0 5-4-8 3-6.0 0-10 8.850 Plate Offsets (X,Y)--[3:0-3-0,0-3-01,[4:0-6-0,0-2-6],[6:0-3-0,0-2-01,17:0-3-0,0-3-01,[8:0-2-7,Edge],[10:0-4-0,Edge],112:0-6-8,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 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 FBC2020/TP12014 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' 1 G-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, \Illll{{) 5-11=680/310, 6-11=544/1065, 7-11 =-1 415/971, 7-10=-450/1077 ``�ftavlN V/A#,' NOTES- `�� . QPG.•Ng J'• �i�. 1) Unbalanced roof live loads have been considered for this design. ,� �« �\ �•.,� 2) 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) NO Q0 8'2 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Extedor(2R) 25-0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. : ST O F 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. 09 .0 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 11i . Q • 1 Q,•••' ♦ will fit between the bottom chord and any other members. R ,� j >. S " • • • • • • • %�: `_` ��I S�Q 7) Bearing atjoint(s) 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify N QL ``,�� �"Iil capacity of bearing surface. { I { \1\\,, 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 Joaquili.Velez k Nd.66182 joint 8. MiTek USA„ Inc: FL Urt.6_ 634 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:Nrke'EastrBlvd. Tampa'FL 33610 sheetrock be applied directly to the bottom chord. Da4e: April 13,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI 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 Type Qty Ply 183/PH3 WATERSTONET23536416 FABC 2746455 HIP TRUSS 1 1 Job Reference (optional) uuilders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:23 2021 Page 1 ID:vgWgkLM89b_5SJg1yNvyjHzHH5m-Hxg4vQd?A2nWYAGkTmtfuSEpG2081N7KeA2n?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-b4 1-40 5xB = 3x4 II 5x8 = 4 26 0 27 6 it W 14 3x6 = 2x4 II 3x6 = 3x4 II 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) I/defl Ud 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: 202lb 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 Harz 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. (Ib) -Max. Camp./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 =1 109/830, 7-10=-467/1008 illill ' V 1) Unbalanced roof live loads have been considered for this design. ♦♦%,QPau•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. ♦ \G S r �•••� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, EMerior(2R) ♦♦ 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Extedor(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 39-4-0 zone; end vertical left • No, 68182 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 ,' adequate to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;• + % ST OF 6) • This truss has been designed for live load 20.Opsf the bottom •• a of on chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , ,p Q,�•• .•.•• will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Ij� R 0 \�,♦ �j�.lSs •. • • • • capacity of bearing \ ��. ,�II N A� 8) Provide mechanicalsurface. c connection (by others) of truss to bearing capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at l plate 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 Yelez PENd.68182 MiTek USA, Inc: FL Lett 66A sheetrock be applied directly to the bottom chord. .6904:kjW Easttivd. Tampa FL 33610 oath:' April 13,2021 A WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based orgy 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 Wes systems, see ANS1/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply �18311`1­13WATERSTONE T23536417 2748455 At HIP TRUSS 1 1 Job Reference (option Builders FirstScurce (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-9jwbkogVEGHxOnZVicyb210XrfLZzBcvZoO?BJzRW6E 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 39-4-Q 1.41 6 3-0 2-8-10 5 10 4 3 5 4 7-9-0 2-11 8 2-8-10 1-4-0 5x8 = 5x8 = 4x6 = 3x4 = 6.00 12 4 30 31 5 6 32 7 33 6x12 MT20HS = 2x4 \\ 2x4 // 3 9 29 34 1.5x8 STP = 1.5x8 S 6 15 28 35 2 8x14 MT20HS = 8x12 = 0 21 20 19 18 17 3x6 4x6 = 5x12 = 2x4 II = 3x4 = 18-3-8 14 13 12 2x4 11 5x8 = Scale = 1:68.9 TP = 10 11 3x6 = 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 0.80 BC 0.96 WB 1.00 Matrix -AS DEFL. in (loc) I/defl L/d 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 2441190 MT20HS 187/143 Weight: 211lb 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 cc 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, 8-9=2506/1506, 9-10=2715/1604 BOT CHORD 2-21 =1 256/2367, 19-21=-1051/2201, 15-16=-2769/5585, 7-15=341/383, 10-12=-1288/2390 WEBS 3-21=287/333, 4-21=-162/419, 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=-167313324,8-12=-1195/533, , f 9-12=323/373 Pau 1 N NOTES- `,,0. J j .♦ 1) Unbalanced roof live loads have been considered for this design. �� �• �\ �?'•; �♦ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 No 68182 •�-* 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. S F 4) Provide adequate drainage to prevent water ponding. 0,� 5) All plates are MT20 plates unless otherwise indicated. • .t1 Q' �1�` 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ♦�• \ Q,,.'• \ "� ♦♦ VI •�' • r: • • • • ``�'��, 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 j':i - will fit em tlo � N Q" 8) Provide char cab connection (by others) of truss bearing plate capable of withstanding 893 lb uplift at joint 2 and 888 lb uplift at t%%,,�� joint 10. 4oaquI6Velez PE N6.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum M(Tek'USA;rinc. FL cert.6634 sheetrock be applied directly to the bottom chord. .6904:Parke East -Blvd. Tampa FL 33610 Date: April 13,2021 -- ® WARNING - Vedly 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 Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 183/PH3 WATERSTONE T23536418 2748455 A168 Hip Truss 1 2 Job Reference (optional) ounuvw niawUuu.a trios a i.uy, ri_/, Warn �.ny, rL - aaoor, o.vcu s wiar zz duzi Mi I eK inouslrles, Inc. Mon Apr lz utf:4r:zv zuzl rage 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-051L9UhmmuXfG5jug0_48jT_2T2DR6KC06V6CCzRWGC ` r1 4-0 3-0-0 7-0-0 10-11-2 15-0.0 18-3 8 22-2-0 26 0� 31-0-0 34-2-12 38 0-0 P,94-0 41 —0 3-0-0 40-0 3 11-2 4-0-14 3-3 8 � 3-10, 4_ 1, 3 2-12 3-9-4 4 6x8 = 6.00 12 3 4x6 = 4x12 = 3x4 II Bx10 = 3x4 II 4 31 5 6 7 32 8 6x12 MT20HS = i .!:` wo.. .E18 18 I. ..17 r - 1 V J 25 24 23 22 4x6 = 2x4 11 3x4 = 4x6 = 1.5x8 STP = 3x4 = 3-0-0 21 20 10x16 MT20HS = 14 13 12 6x8 = 3x4 11 19 2x4 I I 15 4x6 = 5x8 = 2x4 11 MA Scale = 1:68.5 TP = o 11 0 I'T <v O 4x6 = 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 FBC202OfTP12014 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/defl Lid 19 >324 240 19 >307 180 11 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 519lb 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 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc 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, 6-1 8=-238/492, 17-1 8=-1 2121/20260, 16-17=-12121/20260, 14-16=-296/679, 8-16=-68/264, 13-14=-200/543, 12-13=3171/5523, 11-12=-3171 /5523 111111 / 1j1 WEBS 8-21 0� %O�QU(N �/�� I��, —5876/9775, 5-18—76018l/i2735, 13-16=--36155943, 9r1647 01/121323/3580, 9-13=1275/846, 7-18=-285/340, 7-16=-1903/1123, 2-24=-336/498, 10-12=-2911222, '� �' �••'. i 10-13=-359/616 �� Noyes- No 68182 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom follows: ; O chords connected as 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. S OF • 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 ��,�•• .,C; �� connections have been to distribute leads �•. Q ply provided only noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. ♦ � � � . �. ��j',iS' " R�1 `•••�`�? ��� Wind: ASCE ft; Cat. 4) 11; Exp C; Encl., 1G I 0 18; MWFRS eft Lumber pi (directional); end vertical and right exposed; DOL=1. 0 plate grip DOL=1 6o 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Joaquin Velez PE Nd.6$182 PE NCerE to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. MfiekUSA, Iz 6634. SA, 7) All plates are MT20 plates unless otherwise indicated. 6904;P East Blvd. Tampa. 33610 69D4 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 page2 . ® WARNING • Vedfy design paremetere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mi7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1rP11 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 183/PH3 WATERSTONE T23536418 2748455 A166 Hip Truss 1 Job Reference (optional) biullders t-Irstbource (Plant Uity, FL), t'lant city, FL - 33bbt, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:29 2021 Page 2 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-651L9UhmmuXfG51ug0_481T 2T2DR6KC06V6CCzRW6C 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. 10) Bearing atjoint(s) 1, 11 considers parallel to grain value using ANSI/TPI 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, 9-1 1=-54,1-24=-20, 20-24=100(1==-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 - Vedy 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 MiTekO wnnectors. 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 - MITeIC• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 183/PH3 WATERST0NE T23536419 2748455 601 GABLE 1 1 Job Reference (optional) B000ers First5ource (Plant coy, FL), Plant city, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Mon Apr 12 08:47:30 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-albjNpiOXBfWuF14OkVJgwO7NsS AmbMFmFfkezRMB 44-0 8-8-0 9-4-0 4-4-0 4-4-0 E Scale = 1:21.5 4x6 = I� 1.5x8 STP = 1.5x8 STP = 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 0.46 BC 0.68 WB 0.02 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.03 9 >999 240 0.03 9 >999 180 0.00 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10=-89(LC 10) Max Uplift 10=-492(LC 12), 8=398(LC 12) Max Grav 10=400(LC 21), 8=400(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.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 building designer as applicable, or consult qualified as per ANSIITPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '- QV I N J/ to the use of this truss component. �%* 5 Gable studs spaced at 2-0-0 oc. �� ;,• •� Ci•E N �� 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. No 6018. * �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 10 and 398 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum X. •� S O F •� sheelrock be applied directly to the bottom chord. ... 0 ' T' t`'� ii,,'S� R •� N,`�� Jaaqulfi Velez PE Nq.66182 Mr ek U6A; Inc. FL Cft 6634. ,ti904:1pae East Blvd. Tampa FL 33610 Da#e 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 MiTekli) 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 ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyintormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 183/PH3 WATERSTONE T23536420 2748455 802 Common Truss 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 08:47:32 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-WgjUoVke2pvE7YSTV9YnIL5Slg5Fegsei4kmpXzRM9 -0-&0 4-4-0 8-8-0 900- 0-81 4-4-0 4-4-0 0-8 0 4x6 = 1.5x8 STP = 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 6=0-8-0 Max Harz 8=89(LC 11) Max Uplift 8=435(LC 12). 6=-341(LC 12) Max Grav 8=357(LC 1), 6=357(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:18.7 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.05 7 >999 240 MT20 244/190 Vert(CT) 0.05 7 >999 180 Horz(CT) 0.00 6 ri n/a Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) -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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 8 and 341 Ito uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11{111111If/ .`%P;411 viN VF.1'�e I �.` J�• �G�E.NS Fc' �i� No 661 OF � l`S�ONA1 -E�% '��111111.11111�, Joaquin _Velez PE No.88182 Mfiek USA, Inc. FL 6rt 66A. ,6904:Parke East Blvd. TalrlpaFL 33610 Dkii. 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?PI1 Quality Criteria, DSB-89 and BCSI 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 111131PH3WATERSTONE T23536421 2748455 c01 Hip Truss 1 1 Job Reference (optional) r.,r ,.,,y, h _11L ..pry, r- - oouor, c.vau s mar zz zuzi ml I ek Inaustnes, Inc. Mon Apr 12 08:47:32 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-WgjUoVke2pvE7YSTV9YnIL5U2g9eeeyei4kmpXzRW69 3-1-11 6-2-5 9-4-0 3-1-11 3-0-9 3-1-11 3.82 12 4x6 = 4x6 = 46 = 4x6 = Scale = 1:17.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud 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 file file BCDL 10.0 Code FBC2020/TPl2014 Matrix-MSH Weight: 31lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-9 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chard 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 desigrl/selectlon 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 (8). 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(1`=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) IN No.68182 13 S T O F '• �C/ : SVX O R IV f? Joaqulli.Velez PE No.68182 MIl'ek USA, ]kc L Cert 6634 6904:Paike EastBlvd. Tampa FL W10 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 far use only with Mil 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 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?P/f 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 183/PH3 WATERSTONE T23536422 2748455 CJ1 JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSeurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:34 2021 Page 1 I D:vgWgkLM89b_5SJgl yNvyjHzHH5m-S3rEDBluaQ9yMscsdaaFrm BsXUzM6awxAODttPzRW67 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 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 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 4=Mechanical Max Harz 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. 1- 0.131 x3.5" TOENAILS DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pur ins. 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) 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 226 lb uplift at joint 2 and 17 lb uplift at joint 4. ,`�1f11111111/�.. c,>P. ULN VFp No 68182 :�'.. ST OF 4caqu]6 Velez PE No.68182 Mrrek'USA, Inc. FL Cert.6634. .6904: Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ®WARNING - Vedfy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/19f2020 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 verity the applicability of design parameters and property Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ryliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety /ntoimation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T23536423 2748455 CA V JACK -OPEN TRUSS 4 1 �111311`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 08:47:35 2021 Page 1 I D:vgWgkLM69b_5SJgl yNvyjHzHH5m-wFOcQXm WLkHp_OB2AH5UNJ1 HtJlrl A502yQQszRW66 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 IN'F�����. E N S.? �'. ., d: No 681.82 d .• .S f <L! '���r'•:�•OR1pP •�Z1� -til »Whirl 4oag6ln Velez PE No:861k Welk USA, Inc. FL Cert 6634 6904 Parke,East Blvd. Tampa FL 33610 Date: Plate Offsets (X,Y)-- 12:0-0-15,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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 ANSIfrPI 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 Ito uplift at joint 4. April 13,2021 -- WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/79I2020 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 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 Qly Ply 163/PH3 WATERSTONE T23536424 2748455 CJ3 Jack -Open 3 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 08:47:36 2021 Page 1 ID:vgWgkLMe9b 5SJglyNvyjHzHH5m-PSy_dtn961PgcAmEk7cjwBGClHejaUQEdiizylzRW65 -1-4-0 2-11-4 1-4.0 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 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(LC 12). 2=183(LC 12) Max Grav 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:12.7 DEFL. in (loc) I/defl L/d 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 pudins. 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. IN 10, F �I i No, 68182 � r � �y. r i1 Z ST P OF :.0 •.:_ � O• Jdaquln Velez PE N6.68182 mrrekUSA, Inc. FL Gert 6634 6904:Pafke East Blvd'. Tampa FL 33610 Date:. April 13,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSLITP11 Quality Criteria, DSB-89 and BCSI 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 WATERSTONE T23536425 2748455 CJ3S Jack -Open Truss 1 1 1183/PH3 Job Reference (optional) ouauc s r swuui cu (narn City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:37 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-teWNrDnntLXXDKKQli7yS PpP3hz3JxgOsMRXUkzR W64 2-9-12 2-9-12 2x4 = Scale: ..��PpU�N r II 'III %J No 68182 ��• S OF00 .O •:�. Joaquin Velez PE,No.68162 MiTek USA„Inc, FL Cert6634 6964. Parke East Blvd. 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 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=85(LC 12) Max Uplift 1=33(LC 12), 2=76(1_13 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; 8=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. 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. 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply �11131PH21WATERSTONE T23536426 2748455 CJ3V 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 08:47:39 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-ple7GuplPyoFTdUpP7AQYquiHVfOnrAgJgweZdzRW62 -1-4-0 2-11� , 1-4-0 2-114 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=67(1_C 12), 2=174(LC 12) Max Grav 3=66(LC 17).2=195(LC 1),4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=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;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 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 67 lb uplift at joint 3 and 174 lb uplift at joint 2. ``,`�►Illlllt/j,��,, PptU I N VFW . 0 No 6818.2 ST OF O 46 Joaquin Velez PE.Nd.66182 Mffek USA, Inc. FL Left 66M .6904 Parke East Blvd. Tampa FL 33610 bate: April 13,2021 ® WARNING - Vedfy 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 MRek9 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 183/PH3 WATERSTONE T23536427 2748455 CJ5 Jack -Open 3 1 Job Reference (optional) ounuers ruswuurue trianr t,ny, t-L), riant uny, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:41 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-IPmtharHxa2yixeCXYCudFz_71FZFlfznzPkdVzRW60 -1 NO 4-11.4 1-4-0 4-11 4 Scale = 1:17.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 FBC2020ITP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max 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; 8=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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. J•.�GENS.•e''•� i No 66182 v. ' S T O F '• ICI �n Joaquin Velez PE N6.681.82 Mrrek USA,.Inc. FL Cert6634 69114 Pailie East Blvd: Tampa FL 33610 bate: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511,9/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSYrP/l 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 �183/1`1­13WATERSTONE T23536428 2748455 CJ5S Jack -Open Truss 1 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 08:47:43 2021 Page 1 ` I D:vgWgkLM89b_5SJgl yNvyjHzHH5m-hole5GSYTBIgxFoaezEMig3J76w8jf9GEHuriOzRW6_ 4-9-12 4-9-12 3x4 = Scale = 1:16.9 `,�>111111111/�I %%%.ON No 68182. •� S C �- ;, O. w:. .,C 00 p R.10•.. �N,�. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 3-6 >819 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=147(LC 12) Max Uplift 1=-59(LC 12), 2=137(LC 12). 3=-2(LC 12) Max Grav 1=176(LC 1), 2=124(LC 17), 3=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=51; 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 - Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIyrPl1 Quality Criteria, DSB-99 and BCSI 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 183/PH3 WATERSTONE T23536429 2748455 CJ5V JACK -OPEN TRUSS 4 1 Job Reference (optional) irstZiource (Plant uny, FL), Plant Ulty, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Mon Apr 12 08:47:44 2021 Page 1 ID:vgWgkLM89b_5SJg1 yNvyjHzHH5m-A_ROJctADVQXZONnCgmbFtbUdWHbS6PPTxePDgzRW5z L -1-40 4-114 1-4-0 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS Weight: 18 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=124(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 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 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. . 1(illl1111J, I PpiUI N V No. 68182 %S1 OF 4U Joaquln Velez PE Nd.681,82 Welk SA; U, Inc. FL Qert 8834 .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 Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPI1 quality Criteria, DSB-89 and BCSI 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 Oty Ply 183/PH3 WATERSTONE T23536430 2748455 EJ7 JACK -OPEN TRUSS 7 1 Job Reference o ticnal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Mon Apr 12 08:47:45 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-eA7OWyuc_oYOBYyzmOHgn58bCvYXBZfZibNylHzRW5y -1-4-0 7-0-0 1 4-0 7-0-0 , o���Illltll/���,, `-PCiOI N VF�; !i� o . No6,882 ��O•:• S OF A 111 Joaquin Velez PE No:68 82 Mfrek USA, Inc: FL Ce' 6 6904 Parke East Blvd: FL 3361 Date: 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 7.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SIP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=278(LC 12) Max Uplift 3=195(1_C 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 (Ib) or less except when shown. Scale = 1:22.6 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.20 4-7 >411 240 MT20 2441190 Vert(CT) -0.21 4-7 >389 180 Horz(CT) -0.01 3 n/a nla Weight: 24 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; 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 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 -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. "7 Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSYTF11 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 183/PH3 WATERSTONE 2748455 EJ7S Jack -Open Truss 3 1 T23536431 F' S Job Reference (optional) ers Irst ource (Plant Cdy, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:47 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-aZ78xdv2WQo6Qs5LtoJ Is WDxHjCBfS8s9vs3g9zRW5w 6-10-8 6-10-8 3x6 = 6-10-8 Scale = 1:21.8 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl 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 rile n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max 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, Intedor(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 ,.rtt�� ttf[Iy�� 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 directly ,o ♦%, Q Q'` :"' • •. •• �� ,' N applied to the bottom chord. ♦ .' GE C� No 68182 ST OF Off. • k/. 4 •��� FS�cI O R.I O. P• . �_�♦♦ Joaquln Velez PE Nd.68182 NHTek USA;.IBc. FL"CeiY6634. .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 MiTekk'$1 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 verily, the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI?P/t 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 Job Truss Truss Type Qty Ply T23536432 2748455 EJ7V JACK -OPEN TRUSS 6 1 �183/131­13WATERSTONE Job Reference o lional Builders FirstSource (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:vq WgkLM89b_5SJgl yNvyjHzHH5m-2lhX9zwgHjwz2ogYRWgXPjm5m7ZaOvO?OZccMczRW5v , -1-4-0 5-0-0 720 5-0-0 2-10 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 FBC2020/TP12014 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 Harz 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 m N (6 O DEFL. in (loc) I/defl 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: 25 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) -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) 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 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. �till 111111j 11 p.0 IN V V. .��� •• '\'C'•E•jVS �� sir ND. 68182 S E OF 46, ON nnl Joaquln Velez PE Nd.68182 MITek USA„ Inc. FL Cert 6634 .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 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 property incorporate this design into the overall piTek� 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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, MO 20601 Tampa, FL 36610 Job Truss Type Qty P7lylo83/RPH3 WATERSTONET23536433 2748455 EJ7VP FJACK-OPEN TRUSS 7 eference (optic aGUi C6 to„r �Ry, rL/, Fair Uny, rL - ooaor, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:49 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-WyFvMJxl212gfAFk7DLmyxILIXuv7HY9cD L9u2zRW5u 1 4-0 4-0-0 5-0-0 7-0-0 1-4-0 4-0-0 1-0-0 2-0-0 2 4x6 Scale = 1:22.6 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.34 6-9 >242 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.30 6-9 >275 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 29lb 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=0-6-0, 5=Mechanical Max Horz 2=352(LC 12) Max Uplift 4=-66(LC 12), 2=-350(LC 12), 5=-284(LC 12) Max Grav 4=72(LC 17), 2=336(LC 1), 5=194(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/805 BOT CHORD 2-6=-1215/390 WEBS 3-6=-400/1098 NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone; parch 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) Referto 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 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. . Alf11111//t�,,, %,�. PpU I N VFW i,. 4. No. 68182 + 5 ' ST OF 141: SOT. ,�. �v P, '% F' �O 1�. ♦ . ONA �11111.11.1►� Joaquin .Velez PE Nd.69182 k WeUSA, Inc. FLEert66A .6904:Pa ke East Blvd. Tampa FL 33610 We: April 13,2021 A 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f 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 �11131PI­13WATFRSTONE T23536434 2748455 HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, t3.43U S Mar 22 2U21 MI I eK Industries, Inc. Mon Apr 1Z Ut3:4/:b1 ZUZ1 Page I D:vgWgkLM89b_5SJgl yNvyjHzH H5m-SKMfn?yZaelYvTP76eOE 1 MOk2KgHbCyR4XgGzwzRW5s i-1-10-10 5-10-4 9-10-13 , 1-10-10 5-10-4 4-0-9 Scale = 1:22.2 5-10-4 9-10-13 i 5-104 4-0-9 Plate Offsets (X Y)-- [2:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud 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 FBC2020/TP12014 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=D-8-0, 5=Mechanical Max Harz 2=336(LC 8) Max Uplift 4=-240(LC 8), 2=-273(LC 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 forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6BO/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=241t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. %%J 111111/1/ 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. 0 5) Refer to girder(s) for truss to truss connections. ♦ \ • •• �••• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 4, 273 lb uplift at joint 2 and 174lb uplift at joint 5. NO 681 8.2 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) �• S 1= •••�'� Vert: 1-2=-54 P iiOT� •C'r;.O Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(17=40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) I• ;-R `Q \�� �j •• �'♦�. ls � N A11 flit JDaqulfiVelez PE N6.68182 M[Tek USA;.Inc. FL deft 6534 6904 Pa(ke, East Blvd. Tampa FL 33610 I)af6: 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 form 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 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 ANSM11 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 Truss Type Qty Ply=ERSTONET23536435 2748455 HJ7V DIAGONAL HIP GIRDER 2 o tional -•-- • •-• •• --••,• -n • Y. 0,90U s Mar /[ LUZ I MI I eK Industries, Inc. Mon Apr 12 Ud:41:53 2021 Page 1 ID:vgWgkLM89b_5SJg1 yNvyjHzHHSm-PjUQCh_p6GYF8nZVE3Qi6nT54BLj35ekXrJN 1 pzR W5q -1-10-10 5-4-14 9-10-13 1-10-10 6-4-14 4-5-15 Scale=-122.2 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) I/defl Ud 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 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=123(1_C 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 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); 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 V QU IN will fit between the bottom chord and any other members. 5) Refer togirder(s)for , �'�\G•ENS..." truss totruss connections. ��� •• �••• 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� i capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift atjoint 4, 331 lb uplift at NO 68182 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, 95 lb down 80 lb ;, 0 and and 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 9 S OF responsibility Z 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). 4 ORQ •.. . `CY AD Standard OD A+ `sS N A 1 ad Roof)Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Joaquin Velez PE N6.68182 Concentrated Loads (lb) MiTek USA; Inc. FL Celt 6634 .6904 Polite East Blvd. Tampa FIL 33610 Vert: 12=6 fl 13=-61(F) 15=9(1`) 16=36(F) Date: 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• Is always required for stability and to prevent collapse with possible personal Injury and properly damage., For general guidance regarding the fabrication, storage, delivery• erection and bracing of trusses and truss systems, see ANSHTP11 quality Criteria, DSB-89 and BCSI Building Component 69D4 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 183/PH3 WATERSTONE T23536436 2748455 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 5SJglyNvyjHzHH5m-tv2oP1?RtZh6mxBiomxxf OGkYniodtumV3waFzRW5p -1-5-5 2-1-11 1-5-5 2-1-11 Scale = 1:10.2 2-1-11 2-1-11 Plate Offsets (X,Y)-- (2:0-0-14,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-5, 4=Mechanical Max Horz 2=122(LC 12) Max Uplift 3=27(1_13 12), 2=204(LC 12) Max Grav 3=37(LC 17), 2=182(LC 1). 4=32(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-11 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 cc 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 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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 204 lb uplift at joint 2. ��Illllll/II IN >`��OPau J,. •' G�E NS . 1 .� No 6'8182 S OF A' i,`�. nn 4oag6lh Velez PE Nd.68182 MfTek'ON, Inc. FL 6rt 6634. ,6904:Parke East Blvd. Tampa FL 33610 DaEe April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use any 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/7P/1 Quality Criteria, DSB-89 and BCSI 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 183/PH3 WATERSTONE T23536437 2748455 Z02 Jack -Open Truss 2 1 Job Reference (optional) (Plant Uny, t-L), Plant uity, FL - 33567. 8,430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:55 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-L6cAdN?3etpzN5iuLUSABCYREx7OX471?9oU6izRW5o ' 1-4.0 2-0-0 Scale = 1:10.3 z-D-a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid 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 FBC2020ITP12014 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 puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=29(LC 12), 2=-186(LC 12) Max Grav 3=39(LC 17).2=170(LC 1).4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24f; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 3 and 186 lb uplift at joint 2. - I N N:b 68182 8 A OF ON 4oaquin.Melez PE Nd.68182 MITek'USA-,,Inc. FL Cert 6634 6004:Parke East Blvd. Tampa FL 03610 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 at uss system. Before use, the building designer must verify the applicabifty of design parameters and properly incorporatethis 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 ANSVTPl1 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 Symbols PLATE LOCATION AND ORIENTATION 14-1 31 ' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss qq,. and fully embed teeth. 0 -%e, - -I- For 4 x 2 orientation, locate plates 0- 'r+6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MITek 20120 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 4e�� reaction section indicates joint FI 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 af O U d O I — 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved MiTek ® MITek Engineering Reference Sheet: MII-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 orX-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 ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is 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/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.