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HomeMy WebLinkAboutTruss♦, 258 Southhall Lane, Suite 200 rF1 Maitland, 3751 P: (321) 97272-0491 1 F: (321) 972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES September 2, 2020 Building Department Ref: Adams Homes Lot: Lot 20 Blk 54 Sec 8 Subdivision: Fort Pierce — Indian River Estates Address: 5608 Seagrape Dr. Model: 2117 A LHG KA # 20-6269 Truss Company: Builders First Source Date of drawings: 9/1/20 Job No.: 2455380 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, % VpBLOr���� o� �C . ........ , N o • cr m 864 e d e N . t2/2020 Carl A. Brown, P.E. Luis Pablo tres,SP TE OF Tgdd S. Born, P.E. FL. # 56126 FL. # 878G;}� '•,,,c F- 2126 OR\0P�����o "Doing Business with a Servic'e,}F1 (#�ak for Detail" I'lOjlidli%1111 a`J 4J W V alv aJ 54-08-00 O O O O O) a•J J uJ a- -e I ei Nfi IIIIIIIIIIIN fil Is IN MINES 0 9-04-00 J 7-04-00 17-04-00 F 54-08-00 11 r T.W.T.TW.Y ❑+ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general confomance with the concept of the project =it general compliance with the information given in the contract docrrrecats. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of coostmetion; coordinating his work with that ofall other bodes and perfaa®g his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 09/02/2020 By. BH Submittal No.: Project No.: 20-6269 Project Eng.: Luis Tones Project Name: Adams Homes -Fort Pierce - hrdian River Fstates-Lot 20 Blk. 54 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 8951836 490 /510 ILA• 8 A HTU26/ THD26 3600 13470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600 13355 2175 / 2340 1 LG 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 I U) 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 1- 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 / 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 1 L� 0 H HGUS283 / THDH283 7460 / 7836 3235 / 4370 1 lH 0 J THJA26 / HJC26 9100 / 8990 14095 14370 3X8NOP Ll r I VERIFY ALLpMQ tOM AND CEIUNG COlIDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REOIJRED IN FIELD BY BUILDER MAIN WIND FORCE RESISTINO SYSTE WCC HYBRIDWINO ASCE740 IMPORTANT ENCLOSED EXPOSURE CAMORY C I This Drawing Must Be Approved And WINOCCULOAD Ica7Eo0ar WIN LOAD TA CE WIND IMPORTANCE FACTOR Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNEDFOR A /0.0 PSF BOTTOM CNORO LIVE LOAD Begin For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. ROOF LOADING FLOOR LOADING SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF BY Date TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (in. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 OTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 1V' END CUT. Plumb CANTILEVER: — TRUSS SPACING: ZV BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJEcT: Single Family MODEL' LANAI ADDRESS: 5608 SEAGRAPE DR LOT / BLOCK: 20/64/8 SUBDMSION: STATEJ CITY: I FT PIERCE DRAWN BY: K SANCHEZ JOB 6 : 2455380 DATE: 08101/2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. 2 3. 4. MIFirstSoume 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 306-1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' *� RE: 2455380 - LOT 20/54/8 INDIAN RIVER E MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2455380 Model: 2117 �aM20LL3R3hW 4115 Lot/Block: 20/54/8 Subdivision: St Lucie County -Indian River Estates Address: 5608 Seagrape Dr., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 37 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21180710 A01 9/l/20 2 T21180711 A02 9/l/20 3 T21180712 A03 9/l/20 4 T21180713 A04 9/l/20 5 T21180714 A05 9/l/20 6 T21180715 A06 9/l/20 7 T21180716 A07 9/l/20 8 T21180717 A08 9/l/20 9 T21180718 A09 9/l/20 10 T21180719 A10 9/l/20 11 T21180720 All 9/l/20 12 T21180721 Al2 9/l/20 13 T21180722 A13 9/l/20 14 T21180723 A14 9/1/20 15 T21180724 A15 9/l/20 16 T21180725 A16 9/l/20 17 T21180726 B01 9/l/20 18 T21180727 B02 9/l/20 19 T21180728 B03 9/1/20 20 T21180729 C01 9/l/20 21 T21180730 CO2 9/l/20 22 T21180731 CO3 9/l/20 No. Seal# Truss Name Date 23 T21180732 C04 9/l/20 24 T21180733 C05 9/l/20 25 T21180734 C06 9/l/20 26 T21180735 CA 9/l/20 27 T21180736 CAP P 9/1 /20 28 T21180737 CJ3 9/l/20 29 T21180738 CJ3P 9/l/20 30 T21180739 CJ5 9/l/20 31 T21180740 CJ5P 9/l/20 32 T21180741 ER 9/l/20 33 T21180742 ERP 9/l/20 34 T21180743 HJ7 9/l/20 35 T21180744 HRP 9/l/20 36 T21180745 P03 9/l/20 37 T21180746 PO4 9/l/20 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, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. September 1,2020 Velez, Joaquin 1 of 1 , Job Truss Truss Type City Ply LOT 20/54/8 INDIAN RIVER E T21180710 2455380 A01 SPECIAL TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:01 2020 Page 1 IDxZpBkWmmOHCg6fGU WAKsgrzCf2U-zncCBLhWGQo76Qmro98Eax8veUNduAktai7wTAyi13G r1.4.0 13 3 IV 20-o-0 23-4-0 , 27-0-0 p&&B , 31-7-4 31r 40-ao 41-4-0, -. 1-0-0 7-&10 5-a3 0- &0-0 3-0-0 40-0 t-4-e 2-10.12 0- 1 e-4-11 1-4-0 a 6x8 1 .. - 12 11 10 14 3x6 = 5x8 3.00 12 2x4 II 2x4 II 2x4 11 8x14 MT20HS = 24-4-0 L8- 14-0-0 23-4-0 23•-7-i12 , 27-4.0 31.7.4 31.7-5 40.0.0 7•&10 6.3-e 9.4-0 0- 2 3.0-0 4-3-4 0- -1 B-4-11 0-8-4 Plate Offsets (X,Y)— [2:0-2-7,Edge1, [3:0-3-0,0-3-01, [5:0-5-4,0-2-01, [6:0-3-0,0-3-01, [11:0-5-12,0-0-01, [16:0-7-0,0-3-101 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except* 3-5: 2x4 SP No.2, 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-16: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=394(LC 9) Max Uplift 2=-801(LC 10), 8=-801(LC 10) Max Grav 2=1555(LC 1),-8=1556(LC 1) Scale = 1:77.6 0 v AM I'T CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) 0.56 16-17 >858 240 MT20 244/190 BC 0.93 Vert(CT) -0.9415-16 >511 180 MT20HS 1871143 WB 0.64 Horz(CT) 0.44 8 n/a n/a Matrix-MSH Weight: 218 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-2-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4939/2529, 3-4=-4200/2185, 4-5=-4204/2386, 5-6=-2269/1425, 6-7=-2299/1423, 7-8=-2772/1511 BOT CHORD 2-17=-2088/4573, 16-17=-2100/4587, 15-16=-638/1887, 13-15=-893/2086, 11 -1 3=-897/2080, 10-11=-111212401, 8-1 0=-1 112/2401 WEBS 3-16=-732/490, 4-16=-398/401, 5-16=-1398/2924, 5-15=-256/545, 6-11=-273/74, 6-15=-215/280, 7-11=-577/316, 7-10=0/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-4-0, Exterior(2) 38-4-0 to 41-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) 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 100 Ib uplift at joint(s) except Qt=lb) 2=801,8=801. A- September 1,2020 - ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 20/5411 INDIAN RIVER E T21180711 2455380 A02 Special Truss 2 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:02 2020 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-R AaPhh9lkw_jaL1Msff78h4xliAdY7lpMtU?dyil3F r1 4-0 7-8-10 13-5-13 14 0,0 20-0-0 23 4-0 28-10-5 35-8-0 1-0-0 1,1 10 5-9-3 0-6- 6-0-0 3-4-0 5-6-5 I 6-9-11 r 5x8 6x8 3.00 12 JAV 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2'Except* 5-6,1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=348(LC 9) Max Uplift 2=-721(LC 10), 8=-628(LC 10) Max Grav 2=1388(LC 1). 8=1313(LC 1) Scale = 1:67.4 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TIC 0.92 Vert(LL) 0.51 11-12 >834 240 MT20 244/190 BC 0.98 Vert(CT) -0.92 10-11 >461 180 WB 0.95 Horz(CT) 0.35 8 n/a n/a Matrix-MSH Weight: 187 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4282/2376, 3-4=-3498/2017, 4-5=-3497/2214, 5-6=-168411129, 6-7=-1692/985, 7-8=-1282/807 BOT CHORD 2-12=-2147/4002, 11-12=-2157/4012, 10-11=-671/1468, 9-10=-920/1607 WEBS 3-11=-772/504, 4-11=-392/391, 5-11=-1411/2613, 5-1 0=-1 34/267, 6-10=-376/368, 6-9=-321/321, 7-9=-719/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 32-6-4, Exterior(2) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=721, 8=628. 0 September 1,2020 v & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 2115418 INDIAN RIVER E T21180712 2455380 A03 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:05 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-sZri 1 ik1 KfIZbl4cl?CAInJbB51 EgyTTVK58cyyil3C r1-4-0, 7-8-10 1&9-13 14-0-0 19-0-0 21-0-0 23-4-0 28-10-5 3%8-0 7-8-10 5-1-3 -2-3 5-0-0 2-0-0 2.4-0 5-6-5 6-9-11 Scale = 1:66.2 5x6 = 5x6 = 3.00 12 5x8 ° 620 21-0-0 . 23.4-0 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.49 13-14 >870 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.71 13-14 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. BOT CHORD 2x4 SP No.2'Except* WEBS 1 Row at midpt 4-12, 6-11 2-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=330(LC 9) Max Uplift 2=-721(LC 10), 9=-628(LC 10) Max Grav 2=1388(LC 1), 9=1313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4286/2526, 3-4=-3484/2193, 4-5=-1796/1323, 5-6=-1553/1269, 6-7=-1679/1219, 7-8=-1684/1044, 8-9=-1288/855 BOT CHORD 2-14=-2284/3999, 13-14=-2296/4006, 12-13=-1800/3186, 11-12=-759/1483, 10-11=-987/1594 WEBS 4-13=-992/1931, 3-14=0/251, 3-13=-794/494, 4-12=-2186/1347, 5-12=-435/652, 6-12=-213/666, 7-11=-343/340, 7-1 0=-312/350, 8-1 0=-766/1441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 14-9-1, Exterior(2) 14-9-1 to 25-2-15, Interior(1) 25-2-15 to 32-6-4, Extedor(2) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to,bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 2=721,9=628. September 1,2020 v ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 ANSWPN Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 20/54/8 INDIAN RIVER E T21180713 2455380 A04 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4;1 7-8-10 5-1-3 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:07 2020 4x6 = 4x6 = 3.00 12 13 11 10 3U II 3x8 2x4 II 2x4 II 8x14 MT20HS = 24-4-0 i 7-2-11 7 •1p 140-0 1&0-0 21-0-0 23-4-0 2%10r0 27-4-0 32-0-0 7-2-11 0 -1 63-8 5-0-0 2-0-0 2-0-0 06• 3-0-0 5-0-0 Scale = 1:67.8 Plate Offsets (X,Y)— [2:0-0-10,Edge), [3:0-3-0,0-3-0), [6:0-3-8,0-2-0), [10:0-5-12,0-0-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1 1.25 TC 0.73 Vert(LL) 0.50 15-16 >770 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.70 15-16 >554 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-3: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. 2-16: 2x4 SP No.1, 10-16: 2x4 SP M 31 WEBS 1 Row at midpt 4-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=300(LC 9) Max Uplift 2=-652(LC 10), 9=-575(LC 10) Max Grav 2=1267(LC 1), 9=1197(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3806/2283, 3-4=-2996/1948, 4-5=-139211078, 5-6=-1180/1044, 6-7=-1393/1047, 7-8=-1001/707, 8-9=-1136/826 BOT CHORD 2-17=-2157/3594, 16-17=-2170/3602, 15-16=-1682/2808, 14-15=-611/1111, 12-14=-508/827, 10-12=-515/805 WEBS 4-16=-982/1847, 5-15=-372/583, 6-14=-100/284, 3-17=0/252, 3-16=-791/496, 4-15=-2144/1354,7-10=-785/642,8-10=-676/1038, 7-14=-203/598 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 14-9-1, Exterior(2) 14-9-1 to 25-2-15, Interior(1) 25-2-15 to 29-2-4, Extedor(2) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 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 atjoint(s) except Qt=lb) 2=652, 9=575. September 1,2020 ., ® WARNING -Verify design parameters and READ NOTES ONTHISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511912020 BEFORE USE. Design valid for use only with Mffek® 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 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 Oty Ply LOT 20/54/8 INDIAN RIVER ET21180714 A05 rHrussruTsyspe 1 1 Job Reference (optional) - _ .-__ r •-••• -• • -r, .Y. - 0.4— s rvmr a ZUZU Mi i ex moustries, inc. I ue sep l 1U:33:U9 2UZU Page 1 '1-4-0 ' 7-8-10 3x8 6-0-0 6-7-4 ' 6-0-12 5x6 = 54 = 6.00 12 5 19 6 on is _ Mb = . 3.00 12 17-0-0 35-8-0 Scale = 1:66.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CS1. TC 0.97 BC 0.85 WB 0.98 Matrix-MSH DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.44 12-13 >964 240 -0.82 11-12 >518 180 0.31 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 192 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-11 2-12: 2x4 SP M 31, 11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=293(LC 9) Max Uplift 2=-721(LC 10), 9=-628(LC 10) Max Grav 2=1388(LC 1), 9=1313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4302/2671, 3-4=-3497/2294, 4-5=-3471/2483, 5-6=-1424/1234, 6-7=-1699/1271, 7-8=-1837/1241, 8-9=-1254/912 BOT CHORD 2-13=-2421/3988, 12-13=-2422/4010, 11-12=-1166/2023, 10-11=-1007/1588 WEBS 4-12=-327/396, 6-11=-158/445, 7-11=-276/239, 7-10=-205/273, 8-10=-952/1526, 3-12=-817/523,5-12=-142112314, 5-11=-919/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-9-1, Exterior(2) 12-9-1 to 27-2-15, Interior(1) 27-2-15 to 32-6-4, Exterior(2) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1.angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=721,9=628. September 1,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 BEFORE USE. Design valid for use only with MTeW 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/7PI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 2015411 INDIAN RIVER E TA'Ou6s T21180715 2455380 HipTruss 1 1 Job Reference (optional) iurce (Plant City, t-L), Plant city, FL - 33b67, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:10 2020 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-CWfb4QoA8BwshpyagYoLSgORP6 UJVBYCfcpvH9yi137 r1-4-0 , 7-8-10 14-0-0 17-0.0 23.4-0 27-4-0 27.8r4 32-4-0 1-4-0 7-B-10 6-3-6 3-0-0 6-4-0 4-0-0 0-4-4 4-7-12 4x6 = 6.On f12 5x6 = Scale: 3/16"=l' 3.uU 11Z 13 3x6 II 3x8 2x4 II 2x4 11 8x14 MT20HS = 32-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.43 15-16 >903 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.67 12-14 >574 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. 2-15,10-15: 2x4 SP No.1 WEBS 1 Row at midpt 6-10 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=264(LC 10) Max Uplift 2=-652(LC 10), 9=-575(LC 10) Max Grav 2=1267(LC 1), 9=1197(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/2413, 3-4=-2968/2035, 4-5=-1860/1419, 5-6=-163411320, 6-7=-993/896, 7-8=-1018/743, 8-9=-11631875 BOT CHORD 2-16=-2278/3596, 15-16=-2279/3611, 14-15=-1745/2695, 12-14=-679/1102, 10-12=-685/1060 WEBS 3-16=0/259, 3-15=-870/521, 4-15=-991/1629, 5-14=-363/596, 6-14=-465/928, 7-10=-299/397, 8-10=-700/1055, 6-10=-564/299, 4-14=-1765/1249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-9-1, Extefior(2) 12-9-1 to 27-5-12, Interior(1) 27-5-12 to 29-2-4, Exterior(2) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 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 Gt=lb) 2=652,9=575. September 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MlTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and 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 LOT 2015418 INDIAN RIVER E T21180716 2455380 A07 HIP 1 1 Job Reference o tional ounuers rlrsrbcurce tYtam L uy, rLj, mam uny, rL - 630br, c.24u s Mar 9 zuzu MI I eK Inciustrles, Inc. I ue bep 1 1 U:33:14 2uzu Vage 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-5Hu6wnrgCQQHAQGL3OtHcgB9mjoyROdoaEn6Qwyi 133 r1-4-0 7-9-0 15-0-0 20-0-0 25-0-0 30-5 4 36-9-0 1-4-0 7-9-0 7-3-0 5-0-0 5-0-0 5-5-4 63-12 -d 5x6 = 6.00 12 3x4 = 4 21 5 22 23 5x6 = 6 Scale = 1:65.8 15 13 -" '- -' 11 10 9 3x6 = 2x4 II 4x6 = 3x8 = 4x6 = 3x8 = 3x6 = 3x6 II 7-9-0 7-3-0 10-0-0 5-5-4 6-3-12 Plate Offsets (X,Y)--[3:0-4-0,0-3-01,[4:0-4-0,0-2-81,[6:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) -0.32 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.58 11-13 >754 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 210 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purling, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 12-14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-13, 5-13, 5-11 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=266(LC 9) Max Uplift 2=-743(LC 10), 9=-645(LC 10) Max Grav 2=1428(LC 1), 9=1353(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2535/1622, 3-4=-1896/1374, 4-5=-1626/1342, 5-6=-1450/1243, 6-7=-1689/1292, 7-8=-1726/1196, 8-9=-1289/957 BOT CHORD 2-15=-1394/2336, 13-15=-1395/2332, 11-13=-986/1650, 10-11=-958/1484 WEBS 3-15=0/296, 3-13=-722/527, 4-13=-236/545, 5-11=-418/277, 6-11 =-264/51 1, 7-10=-306/313, 8-10=-932/1461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 10-9-1, Exterior(2) 10-9-1 to 19-2-15, Interior(1) 19-2-15 to 20-9-1, Exterior(2) 20-9-1 to 29-2-15, Interior(1) 29-2-15 to 33-7-4, Exterior(2) 33-7-4 to 36-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=743,9=645. September 1,2020 ® 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 Mt ek® 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Qty Ply LOT 2015418 INDIAN RIVER E L24 rHi T21180717 5380 A08 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:17 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-VsaFYptZVLpsl u_wkWQ_EJpdxwtPeMm EGB?m 1 Fyi 130 -1-0-0 8-0-4 15-0-0 18-7-14 i 23-4-0 25-0-0 27-4-0 32-4-0 8-0-4 6-11-12 r 37-14 4-8-2 1-8-0 2-0-0 5-0-0 Scale = 1:59.2 5x6 = 3x4 = 5x6 = 6.00 12 4 21 5 22 23 624 3.00 12 121U a 3x8 2x4 11 3x6 11 2x4 II 6x12 MT20HS = 25-0-0 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 FBC2017/TPI2014 CSI. TC 1.00 BC 0.80 WB 0.82 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Lid 0.40 14-15 >959 240 -0.55 14-15 >704 180 0.30 8 n/a n/a PLATES MT20 MT20HS Weight: 182 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=264(LC 10) Max Uplift 2=-652(LC 10), 8=-575(LC 10) Max Grav 2=1267(LC 1), 8=1197(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3821/2505, 3-4=-2926/2033, 4-5=-2293/1794, 5-6=-1490/1224, 6-7=-981/736, 7-8=-1146/902 BOT CHORD 2-15=-2365/3540, 14-15=-2370/3554, 13-14=-1205/1831, 11-13=-660/1018, 9-11=-664/993 WEBS 3-14=-920/645, 4-14=-585/1035, 7-9=-564/945, 6-13=-521/920, 6-9=-725/584, 5-13=-829/649, 5-14=-474/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-1, Exterior(2) 10-9-1 to 19-2-15, Interior(1) 19-2-15 to 20-9-1, Exterior(2) 20-9-1 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) 2=652, 8=575. September 1,2020 • ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1w2020 BEFORE USE. ' Design valid for use only with M7ekO 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 ANSIfrPN 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 LOT 2015418 INDIAN RIVER E T21180718 2455380 A09 Half Hip Truss 1 1 Job Reference (optional) ouuuers nrstaource trlant URy, rL), runt %-Ay, M - aaDO1, ts.z4u s mar a zu" mi I eK maustrles, Inc. I ue Sep 1 1U:aa:zu zuzu rage 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-wRFNArvRoGBRuLjVQe_hsxRBD8vTrgFgy9EQdayi 12z ri-4-0, 6-6-14 13-0.0 20-11-9 28-9-7 36-9-0 1-4-0 6-6-14 6-5-1 7-11-9 ' 7-9-13 7-11-9 yj1 0 5x6 = 6.00 12 3x4 = 4 20 21 5 22 Scale=1:65.2 5x8 = 3x4 II 623 24 7 14 -- 1z -" 11 -- -- a -' a 3x6 = 2x4 II 4x6 = 3x4 = 3x6 = 2x4 II 6x8 = 3x8 = 6-6-14 13-0-0 20-11-9 28-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.19 11-12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.35 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017rTPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=404(LC 10) Max Uplift 2=-714(LC 10), 8=-674(LC 10) Max Grav 2=1473(LC 15), 8=1432(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2672/1513, 3-4=-2121/1303, 4-5=-1867/1272, 5-6=-2031/1289 BOT CHORD 2-14=-1663/2411, 12-14=-1665/2408, 11-12=-1289/2031, 9-11=-867/1449, 8-9=-867/1449 WEBS 3-14=0/261, 3-12=-624/446, 4-12=-147/591, 5-12=-383/93, 5-11=-326/431, 6-11=-551/759, 6-9=0/390, 6-8=-1865/1114 PLATES GRIP MT20 244/190 Weight: 210 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 4-6-10 oc bracing. 1 Row at midpt 5-12, 6-11, 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511t; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-9-1, Exterior(2) 8-9-1 to 17-2-15, Inte6or(1) 17-2-15 to 33-7-4, Exterior(2) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 2=714, 8=674. September 1,2020 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web andtor chord members only. Additional temporary and permanent bracing iw 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2115418 INDIAN RIVER E T21180719 2455380 A10 Hip Truss 1 1 Job Reference (optional) builders Firstdource (Plant Glty, FL), Plant GIIy, FL - 33bb f, 8.240 s Mar 9 2020 Mi Fek Industries, Inc. Tue Sep 1 10:33:23 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-KOx WpsyK4BZ01pS45nXOTa3fiLvF22E7e7S5Evyi 12w -1-4-0 8-4-7 13-0-0 20-M 27-0-0 32-4-0 '1-4-1 ' 8-4-7 ' 4-7-8 ' 7-0-0 c2 �[ 1 5x8 = 6.00 12 4 19 20 2x4 11 5x8 = 5 21 22 6 Scale = 1:58.7 13 11 lu y 8 3x6 = 2x4 II 3x4 = 5x8 = 30 = 2x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 13-16 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 13-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=264(LC 10) Max Uplift 2=-655(LC 10), 8=-577(LC 10) Max Grav 2=1289(LC 15), 8=1189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-215911342, 3-4=-1698/1213, 4-5=-1429/1147, 5-6=-142711145, 6-7=-984/724, 7-8=-11441876 BOT CHORD 2-13=-1272/1966, 11-13=-1273/1963, 10-11=-949/1519, 9-10=-530/826 WEBS 3-13=01292, 3-11=-616/444, 4-11=-234/575, 5-10=-4421452, 6-10=-564/876, 6-9=-471/451,7-9=-64411027 PLATES GRIP MT20 244/190 Weight: 187 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 4-10-2 oc bracing. 1 Row at midpt 4-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-9-1, Exterior(2) 8-9-1 to 17-2-15, Interior(1) 17-2-15 to 22-9-1, Exterior(2) 22-9-1 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=655, 8=577. 4 September 1,2020 • ® 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. Addifional 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 ANS117PH Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 20/5418 INDIAN RIVER E T21180720 2455380 All Half Hip Truss 1 1 Jab Reference o lional ouuueis rusrouurce tridrn Amy, rLl, ridm ulty, rL - a000 r, C.z4u s mar d zu2U mi I eK Inaustrles, mc. I Ue Sep 1 1U:33:26 202U Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-kbdeRu_CN6xacGBemv455ChEbZxNFUOZK5hlrEyil2t r1-4.0 5-4-13 11-0-0 15-10-13 23-8-12 31-10-2 36-9-0 '1-4-0 5-7-3 4-10-13 7-9-15 8-1-6 4-10-14 5x6 = 4 Scale = 1:65.2 3x4 = 5x6 = 3x4 = 2x4 II 20 21 5 22 6 23 24 7 25 8 4x6 = 3x4 = 3x6 = 3x4 = 6x8 = 4x6 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.30 14-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.63 14-17 >694 180 BCLL 0.0 Rep Stress ]nor YES WB 0.61 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 199 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc pudins, BOT CHORD 2x4 SP No.1 `Except* except end verticals. 11-13: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-0 Do bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=351(LC 10) Max Uplift 2=-722(LC 10), 9=-665(LC 10) Max Grav 2=1443(LC 15), 9=1358(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2590/1643, 3-4=-2223/1392, 4-5=-1966/1346, 5-6=-2249/1451, 6-7=-1731/1046 BOT CHORD 2-14=-1736/2359, 12-14=-1529/2238, 10-12=-1378/2087, 9-10=-695/1029 WEBS 3-14=-457/440, 4-14=-301/741,5-14=-553/282, 6-10=-715/622, 7-10=-550/1111, 7-9=-1562/1069 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 6-9-1, Exterior(2) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 33-7-4, Exterior(2) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. . 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=722, 9=665. 0 Lh September 1,2020 - ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 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 ANS11TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safelylnfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ss Type Truss 1 1 1 LOT 20/5418 INDIAN RIVER E T21180721 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:29 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-9Aln3vO4g 1 J9TkvDR1 eojrJkjmz7StA?03vPRYyi 12q 1 4-0 11-0-0 20-0-0 29-0-0 32-4-0 1 4-0 9-0-0 9-0-0 3-4-0 Scale = 1:57.4 5x8 = 5x8 = 5x8 = 4 18 19 20 5 21 a 99 4x6 lu -' 9 8 = 3x6 3x4 = 5x8 = 3x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) -0.29 12-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.62 12-15 >623 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 5-6,4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 10-11: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except' 4-10,6-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Harz 2=264(LC 10) Max Uplift 2=-655(LC 10), 8=-577(LC 10) Max Grav 2=1280(LC 15), 8=1189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2168/1422, 3-4=-1872/1251, 4-5=-1725/1268, 5-6=-1720/1264, 6-7=-772/545, 7-8=-1188/828 BOT CHORD 2-12=-1395/1988, 10-12=-1077/1675, 9-10=-421/661 WEBS 3-12=-394/387, 4-12=-120/516, 4-10=-139/287, 5-10=-565/574, 6-10=-844/1261, 6-9=-647/585, 7-9=-666/1050 PLATES GRIP MT20 244/190 Weight: 175 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 cc puriins, except end verticals. Rigid ceiling directly applied or 5-3-0 cc bracing. 1 Row at midpt 6-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160nI (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interor(1) 1-8-0 to 6-9-1, Exterior(2) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 24-9-1, Exterior(2) 24-9-1 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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=65518=577. ' & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not atruss 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, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-69 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 1,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 3 s Type Hip Truss 0 LOT 20154/8 INDIAN RIVER E T21180722 Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:3331 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-5ZQXUb2LCeZti 13cZSgGoG05uadRwhtIUNO W W Ryi 120 1 4-0 4-9 4 9-0-0 15-10.6 22-8-12 29-7-2 36-9-0 1-4-0 4-2-12 6-10-6 6-10-6 i 6-10-6 7-1-14 5x6 = 3x4 = F nn R-9 3 19 20 4 5x6 = 21 5 Scale = 1:65.2 4x6 = 3x4 II 22 B27 9A 7 M 0 v 13 " 11 10 9 8 3x6 = 3x4 = 4x6 = 3x4 = 4x6 = 3x4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr YES WB 0.78 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except' 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=297(LC 10) Max Uplift 2=-730(LC 10), 8=-658(LC 10) Max Grav 2=1428(LC 1), 8=1353(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/1489, 3-4=-2110/1473, 4-5=-2720/1728, 5-6=-2083/1265 BOT CHORD 2-13=-1467/2089, 11-13=-1806/2707, 9-11=-1669/2581, 8-9=-1112/1731 WEBS 3-13=-181/667, 4-13=-840/403, 5-11=-82/255, 5-9=-704/572, 6-9=-340/783, 6-8=-2027/1309 27-3-11 DEFL, in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.31 13-16 >999 240 MT20 244/190 Vert(CT) -0.42 9-11 >999 180 Horz(CT) 0.12 8 n/a n/a Weight: 183 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 1 Row at midpt 4-13, 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-1, Exterior(2) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 33-7-4, Exterior(2) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=730,8=658. ' ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing.. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 1,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 20/54/8 INDIAN RIVER E 2455380 A14 Hip Truss 1 1 T21180723 Job Reference (optional) -- - — - - - ---- i c cU<U iwi I en muubme5, Inc. I ue aep 1 1U:3.3:30 2UZU vage 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-zKf2Kz5rGt4JBfNNolICz6ZmSBOmsS WuP?MjfCyi 12k 1-4-0 4-2-14 9-0-0 16-2-8 25-1-8 32-4-0 1-4-0 4-2-14 4-9-2 7-2-8 8-11-0 7-2-8 Scale=1:57.4 46 = 3x4 = 5x6 = 4x6 = 4 19 20 5 21 6 2223 7 3x6 i�- 3x8 = 3x4 = 3x4 = 4x6 = 4x6 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.20 11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.40 9-11 >977 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-650(LC 10), 8=-582(LC 10) Max Grav 2=1264(LC 1), 8=1189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/1487, 3-4=-1987/1278, 4-5=-1741/1236, 5-6=-2189/1461, 6-7=-15311972, 7-8=-11311797 BOT CHORD 2-13=-1555/2010, 11-13=-1461/2189, 9-11=-994/1556 WEBS 3-13=-363/354, 4-13=-203/576,5-13=-630/267, 5-11 =-1 73/319, 6-11=-525/713, 7-9=-1136/1793,6-9=-797/709 PLATES GRIP MT20 244/190 Weight: 171 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 4-8-2 oc bracing. 1 Row at midpt 5-13, 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-1, Exterior(2) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 29-2-4, Exterior(2) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 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 100 lb uplift at joint(s) except Qt=lb) 2=650, 8=582. 0 v September 1,2020 ' A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rekO 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 ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type INDIAN 155380 A15 Half Hip Truss 1 T21180724 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:37 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-wjnplf66n UKOQyWmvjng2Xe8w_ipKNVAsJrgj5yi 12i 14-0 3-9-0 7-0-0 14-6-2 21-10-8 29-2-14 36-9-0 1-4-0 3-2-12 1 7-6-2 7-4-6 7-4-6 7_6_2 6.00 12 Scale = 1:65.2 5x6 = 3x6 = 5x8 = 5x6 = 3x4 II 3 18 4 5 196 7 14 13 12 11 10 9 8 3x6 = 3x6 = 4x10 MT20HS = 3x4 = 2x4 114x10 MT20HS = 3x6 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=243(LC 8) Max Uplift 2=-1824(LC 8), 8=-1897(LC 8) Max Grav 2=3401(LC 13), 8=3491(LC 13) 36-9-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.62 Vert(LL) 0.5211-12 >853 240 MT20 244/190 BC 0.76 Vert(CT) -0.62 11-12 >705 180 MT20HS 187/143 WB 0.90 Horz(CT) 0.18 8 n/a n/a Matrix-MSH Weight: 367 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 1 Row at midpt 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6901/3565, 3-4=-6234/3306, 4-5=-9136/4940, 5-6=-6062/3292, 7-8=-459/411 BOT CHORD 2-14=-3264/6135, 12-14=-4940/9136, 11-12=-4853/8959, 9-11=-4853/8959, 8-9=-3292/6062 WEBS 3-14=-1039/2421,4-14=-3305/1814,4-12=0/473,5-11=0/460,5-9=-3217/1733, 6-9=-564/1739, 6-8=-6618/3595 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Do. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft;.eave=5ft; Cat. ll; Exp C; Encl., GCpi=0:18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreht with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) fortwss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1824, 8=1897. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 lb down and 360 lb up at A 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard ;ontinued on paqe 2 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. is always required for stability and to prevent collapse with possible personalinjuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 1,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 rN� my rly LOT 20/5418 INDIAN RIVER E JAI 5 Half Hip Truss 1 T21180724 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:38 2020 Page 2 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-OvLBy_7kYoSt265yTQlvakAJgO223glK5zbNGXyi 12h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 34=-120(F=-66), 14-15=-20, 8-14=-44(F=-24) Concentrated Loads (lb) Vert: 14=-475(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary.and permanent bracing WOW 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 ANS11TFII Quality Criteria, DSB-89 and SCSI Building Component Blvd. East e E Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke East 16 HIP INDIAN T21180725 lers FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:41 2020 Page ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-oU1 JbOAcrjgSvagX8YscCNokPc2FGBzmnwp2ssyi 12e -0 7-0-0 13-4-14 19-8-0 25-11-2 32.4-0 1-4-0 7-0-0 6-4-14 VIVO 6-3-2 6-4-14 8x14 MT20HS 3x6 II 7x10 = 4x12 = 4x6 6.00 12 3 4 17 5 in 6 7 5x8 = Scale=1:58.3 3x6 11 4x10 MT20HS = 2x4 11 6x12 MT20HS = 6x12 MT20HS = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.56 10-11 >691 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.67 10-11 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.20 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 3-8-14 cc bracing. 9-12: 2x4 SP M 31 WEBS 1 Row at midpt 3-11, 5-9 WEBS 2x4 SP No.2 *Except* 2 Rows at 1/3 pts 6-8 3-13,4-11,5-10,6-9: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Harz 2=233(LC 8) Max Uplift 8=-1640(LC 8), 2=-1573(LC 8) Max Gram 8=3026(LC 13), 2=2938(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All. forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5877/3017, 3-4=-7262/3911, 4-5=-7256/3905, 5-6=-4595/2490, 7-8=-382/337 BOT CHORD 2-13=-2763/5220, 11-13=-2774/5261, 10-11=-3731/6908, 9-10=-3731/6908, 8-9=-2490/4595 WEBS 3-13=-271/983, 3-11=-1292/2368, 4-11=-1033/869, 5-11=-237/399, 5-10=0/385, 5-9=-2644/1419, 6-9=-530/1567, 6-8=-5185/2819 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1640,2=1573. 8) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 lb down and 360 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard rntinued on page 2 September 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute,D 6904 Parke East Blvd. Tampa, Parke 36610 East 2670,Crain Highway, Suite 203 Waldorf, M20601 Job Truss Truss Type Oty Ply LOT 20/54/8 INDIAN RIVER E 2455380 A16 MONO HIP 1 1 T21180725 Job Reference o tional • , - 0.4— s wmr a ZUZU mi i eK inausiries, Inc. I Ue Jep 1 I U:33:41 202D Page 2 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-oU 1 JbOAcrjgSvagX8YscCNokPc2FGBzmnwp2ssyi 12e LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill) Vert: 1-3=-54, 3-7=-118(F=-64), 13-14=-20, 8-13=-44(F=-24) Concentrated Loads (lb) Vert: 13=-475(F) ® 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 MTeM 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 ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/ntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 RIVER E Truss T21180726 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:44 2020 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-D3iSD2CV8eC1 m 1 Z6ghPJq?QPPpFGTImCTu2iTByil2b 1 4-0 10.4-0 20-8.0 22-0.0 1-4-0 10-4-0 10-4-0 1-4-0 I 4x6 I 18 17 1615 14 13 12 sxn = 2x4 II 2x4 II 2x4 II 3x4 — 2x4 II 2x4 II 2x4 II 2x4 I 20-8-0 Scale=1:40.4 Plate Offsets (X Y)— [6:0-3-2 0-2-01 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 0.28 Vert(LL) 0.00 11 n/r 180 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) 0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. (lb) - Max Horz 2=-215(LC 8) Max Uplift All uplift 100 lb or less at joints) 18,13 except 2=-173(LC 10), 17=-104(LC 10), 19=-174(LC 10), 14=-104(LC 10), 12=-174(LC 10), 10=-173(LC 10) Max Grav All reactions 250 lb or less at joints) 2, 15, 17, 18, 14, 13, 10 except 19=339(LC 15), 12=338(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-99/374, 6-7=-99/374 WEBS 5-17=-143/302, 3-19=-239/337, 7-14=-141/302, 9-12=-239/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-0 to 7-4-0, Corner(3) 7-4-0 to 13-4-0, Exterior(2) 13-4-0 to 19-0-0, Comer(3) 19-0-0 to 22-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered forthis design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 18, 13 except Qt=1b) 2=173, 17=104, 19=174, 14=104, 12=174, 10=173. September 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety /ntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty ply LOT 2015418 INDIAN RIVER E 2455380 B02 ROOF TRUSS 6 1 T21180727 a„n.te � c,..,c.. Job Reference (optional) - ---- -. • - - • - •„ • - ----- , o.c a mar n tutu rvn i en mousmes, mc. I ue Jep 1 1 U:33:46 ZUZU Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-9RgCejDlgFSI?Li Ux6RnvQ WcNcn7xbwVxCXpY3yi 12Z 1 4-0 5-5-4 10-4-0 15-2-12 20-8-0 22-0-0 1-4-0 5-5-4 4-10-12 4-10-12 5-5-4 1-4-0 Scale = 1:37.4 3x4 = 4 I? 0 3x6 = �..� r �xY — Zxv u 3x6 = 20-8-0 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 FBC2017/TPI2014 CSI. TC 0.89 BC 0.74 WB 0.38 Matrix-MSH DEFL. Vert(LL) - Vert(CT) Horz(CT) in (loc) I/defl L/d -0.35 10-13 >713 240 -0.43 10-13 >574 180 0.03 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=-215(LC 8) Max Uplift 2=-462(LC 10), 6=-462(LC 10) Max Grav 2=842(LC 16), 6=842(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1261/731, 5-6=-1260/731 BOT CHORD 2-10=-421/1106, 8-10=-432/1045, 6-8=-421/1120 WEBS 3-5=-1168/986, 3-10=0/300, 5-8=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0, Exterior(2) 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 19-0-0, Extedor(2) 19-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=462, 6=462. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 1,2020 ® 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 M7ek® 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e 6904 ParkEast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East INDIAN TRUSS T21180728 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:48 2020 Page ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-5gyz3PF?CsjTFest3XUF_rbxLQTJPUkoO WOvcyyil2X -1-4-0 5-5-4 10-4-0 15-2-12. 20-0-8 1d-0 5-5-4 4-10-12 4-10-12 5-0-12 3x4 3x6 = 2x4 // 3x4 = 2x4 \\ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 Scale = 1:36.2 4x6 = SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.36 9-15 >677 240 MT20 244/190 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.47 9-15 >522 180 Rep Stress Incr YES WB 0.36 Horz(CT) 0.04 6 n/a n/a Code FBC2017/TP12014 Matrix-MSH Weight: 86 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Harz 2=207(LC 9) Max Uplift 6=-353(LC 10), 2=-459(LC 10) Max Grav 6=758(LC 17). 2=831(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1221/740, 5-6=-1219/737 BOT CHORD 2-9=-509/1053, 7-9=-519/992, 6-7=-508/1061 WEBS 3-5=-1106/1003, 3-9=0/299, 5-7=0/283 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0, Extedor(2) 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 17-3-8, Exterior(2) 17-3-8 to 20-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=353,2=459. 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 1,2020 ' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary: and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety 6904 Parke East Blvd. Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 3ast Job Truss Truss Type Oty Ply' LOT 20/54/8 INDIAN RIVER E 2455380 C01 GABLE 1 1 T21180729 B' Job Reference (optional) u ers _rs-ource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:51 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-VPd5hRHuUn5166bSkfl ycU DWPdVZcdE4UEZDHyil2U 14-0 84-11 144-0 17-34 24-8-0 26-0-0 14-0 84-11 5-11-5 2-114 7-4-12 14-0 4x6 1 6.00 12 Z1 - 19 18 17 16 3x4 i 2x4 11 3x4 = 2x4 11 2x4 11 1.5x8 STP = 2x4 11 6x8 = Scale = 1:51.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.18 21-32 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.66 Vert(CT) -0.25 21-32 >812 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-16: 2x4 SP No.3, 11-15: 2x4 SP No.2 P JOINTS 1 Brace at Jt(s): 22, 23, 24 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-3-0, 16=0-8-0, 2=0-8-0 Max Horz 2=253(LC 9) Max Uplift 11=-400(LC 10), 16=-556(LC 10), 2=-399(LC 10) Max Grav 11=396(LC 1), 16=858(LC 1), 2=715(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-940/507, 5-6=-143/295, 6-7=-160/306, 7-8=-174/299 BOTCHORD 2-21=-331/896, 19-21=-332/893, 18-19=-332/893, 17-18=-332/893, 16-17=-332/893, 15-16=-462/652,8-15=-435/405 WEBS 3-21=0/357, 3-24=-876/507, 23-24=-828/483, 22-23=-862/511, 22-25=-875/495, 16-25=-859/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-4-0, Exterior(2) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Extedor(2) 23-0-0 to 26-0-0 zone; cantilever right exposed ; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 11=400, 16=556, 2=399. September 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ;• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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 ANSIITP1f 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 Type TRUSS RIVER E T21180730 urce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:53 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-Sols67J80PLILQlrr43Qhvis4RCX4fGXYojg 19yi 12S -1-4-0 8-4-12 14-4-0 17-3 4 24-8.0 26-0-0 1-4-0 8-4-12 5-11-4 2-11, 7-4-12 5x8 6.00 12 4 G 1U 9 3x4 2x4 11 3x4 3x4 = 1.5x8 STP = 6x8 = Scale = 1:51 A 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 0.67 Vert(LL) 0.22 8-19 >413 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 12-15 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 cc puriins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-3-0, 9=0-8-0 Max Horz 2=253(LC 9) ' Max Uplift 2=-426(LC 10), 6=-464(LC 10), 9=-466(LC 10) Max Grav 2=699(LC 1), 6=362(LC 20), 9=911(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-894/565, 3-4=-306/387, 4-5=-1611399, 5-6=-148/274 BOT CHORD 2-12=-385/827, 10-12=-386/825, 8-9=-402/631, 5-8=-353/386 WEBS 3-12=0/333, 3-10=-725/472, 4-10=-213/477, 4-9=-630/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-4-0, Exterior(2) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Exte(or(2) 23-0-0 to 26-0-0 zone; cantilever left and right exposed ; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 chard 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=426, 6=464, 9=466. September 1,2020 * ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available frem 6904 Parke East Blvd. Tampa, Parke 3asTruss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Job Truss Truss Type City Ply LOT 2015418 INDIAN RIVER E 2455380 CO3 SPECIAL TRUSS 1 1 T21180731 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:56 2020 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-sNR—k8LOJKjKCtTPXCd7JXwMKeDCHO?zEmyKuUyi 12P -1.4.0 B-4-12 14-4-0 17-3-4 23.6-0 24-8-0 26-0-0 1-4 B-4-12 5-11-4 2-114 6-2-12 1-2-0 1-4-0 5x8 1 6.00 12 G 1u 9 3x4 i 2.4 11 3x4 = 3x4 = 1.5x8 STP = 6x8 = 24-B-0 84-12 8- 0-1 144-0 16.8-0 1 -3 . 23-6-0 2 84.12 -0- 5-5-2 25W -74 6-2-12 0- -0 Scale=1:51.4 Plate Offsets (X,Y)— [2:0-2-10 0-1-8] [3:0-3-0 0-3-4] [4:0-5-8 0-2-8] [6:0-1-4 0-0-2] [6.0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.18 12-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 12-15 >761 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc puriins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 6=0-4-0 Max Horz 2=253(LC 9) Max Uplift 2=-430(LC 10), 9=-413(LC 10), 6=-513(LC 10) Max Grav 2=703(LC 1), 9=867(LC 1), 6=402(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-903/578, 3-4=-315/400, 4-5=-165/400, 5-6=-129/282 BOT CHORD 2-12=-399/827, 10-12=-399/825, 8-9=-348/537, 5-8=-305/333 WEBS 3-12=0/333, 4-10=-212/477, 3-10=-724/471, 4-9=-639/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-4-0, Exterior(2) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Extedor(2) 23-0-0 to 26-0-0 zone; cantilever left and right exposed ; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 100 lb uplift at joint(s) except Qt=lb) 2=430, 9=413, 6=513. September 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 20/54/8 INDIAN RIVER E 2455380 C04 Special Truss, 1 T21180732 R„il,lerc MrerC..,...... Job Reference o tional - - - ^n ���� • , o.z,1u s mar a zuzu mi I eK inoustnes, Inc. Tue Sep 1 10:33:58 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-olY19gNHrxz2RBdoedfbOyOeoSrZMGh4RRzNyi 12N -1-4-0 7-1-8 10-1l3-0 4 12 14-4-0 17-3-4 20-5-14 24-M 1 4-0 7-1-8 4-2 4 2-11 4 3-2-10 3-6-2 7xl0 1 6.00 12 1.5x8 STP = 3x12 MT20HS 11 7x10 = 10x12 = 1.5x8 STP = 5x8 = 4x12 II 7-1-8 10-1-12 14.4.0 16-8-0 1 -3 20-5-14 23-8-0 24 0 7-1-8 3-0-4 4-2-4 2-4-D -7 a_2.1n z_o_o na_ Scale = 1:51.2 Plate Offsets (X Y)- [2:0-1-11 Edge] [3:0-2-4 0-3-01 [8:0-1-8 0-7-101 [11.0-3-8 0-5-01 [12:0-5-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.22 13 >943 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 13 >888 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 306 lb FT = 20% LUMBER- TOP:CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 2-12: 2x6 SP M 26, 6-10: 2x4 SP No.3, 10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 'Except' 4-12,5-11: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 8=0-4-0, 2=0-8-0, 10=0-8-0 Max Horz 2=241(LC 7) Max Uplift 8=-257(LC 8), 2=-3063(LC 8), 10=-3897(LC 8) Max Grav 8=21O(LC 18), 2=4730(LC 13), 10=7196(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 1 Row at midpt 4-11. 5-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9942/6374, 3-4=-7181/4261, 4-5=-2789/1612, 5-6=-129/265, 6-8=-251/190 BOT CHORD 2-13=-5705/8974, 12-13=-5599/8842, 11-12=-3579/6310, 10-11=-1230/2491, 9-10=-466/485, 6-9=-410/367 WEBS 3-13=-3200/3983, 3-12=-3844/3126, 4-12=-3857/6390, 4-11=-5967/3671, 5-11=-3917/7489, 5-10=-6895/3416 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 -1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-2-0 cc, Except member 12-3 2x4 -1 row at 0-9-0 cc, member 4-12 2x4 -1 row at 0-9-0 cc, member 11-4 2x4 -1 row at 0-9-0 cc, member 11-5 2x4 -1 row at 0-9-0 cc, member 10-5 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 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 atjoint(s) except (jt=lb) 8=257, 2=3063, 10=3897. 10I Girder carries tie-in spanks): 36-9-0 from 7-1-8 to 16-8-0 September 1,2020 Continued on page 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTeW 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 applicabilityof design parameters and property Incorporate this design into the overall pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �y� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 3ast C04 Type II Truss LOT T21180732 Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:33:58 2020 Page 2 NOTES- ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-olYlggNHrxz2RBdoedfbOyOeoSrZlvtGh4RRzNyil2N '11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3157 lb down and 3001 lb up at 7-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard • 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-13=-20, 13-22=-657(F=-637), 10-22=-20, 9-14=-20 Concentrated Loads (lb) Vert:13=-3009(F) • 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 onlywith 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 ANSI1rPl1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. e Eastast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3 Jab Truss Truss Type Qty Ply LOT 20/54/8 INDIAN RIVER E 2455380 COS COMMON TRUSS 1 1 T21180733 Job Reference (optional) t"o", , ny, r "I, rncm �ny, rL - 0000 r, 8.24D s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:00 2020 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-18gVaWOXNYDmhUnBm2i3TN59FGjso—wZ9OwY1 Fyi12L -1-4-0 8.8.0 17-4-0 18-8-0 1-4-0 8-8-0 8-8-0 Scale = 1:32.4 4x6 Io M 2x4 11 2x4 11 2x4 11 5x6 = 2x4 11 2x4 J11 2x4 11 V^' Plate Offsets (X,Y)— [6:0-3-210-2-0] [15:0-3-0 0-3-0] 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 0.22 Vert(LL) -0.00 11 n/r 180 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-4-0 (lb) - Max Horz 2=185(LC 9) Max Uplift All uplift 100 lb or less at joints) 16, 18, 14, 12 except 2=-163(LC 10), 17=-104(LC 10), 13=-104(LC 10), 10=-163(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 18, 14, 13, 12, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-83/327, 6-7=-83/327 WEBS 5-16=-134/293, 7-14=-132/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-0 to 5-8-0, Comer(3) 5-8-0 to 11-8-0, Exterior(2) 11-8-0 to 15-8-0, Comer(3) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 18, 14, 12 except at=lb) 2=163, 17=104, 13=104, 10=163. September 1,2020 AWARNING -Verify design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �y� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPli Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 2115411 INDIAN RIVER E 2455380 C06 COMMON TRUSS 1 1 T21180734 i Job Reference o tional _.s „— 0-6 tr,a,.r ..,ry, "I' riaur . ny, rL - 0000r, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:02 2020 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-h WoF?CQnvATTwoxZtTkXZoAKS3DGhtNsciPf68yi12J -1-4-0 4-7-4 8-8-0 12-8-12 17-4-0 18-8-0 1-4-0 4-7-4 4-0-12 4-0-12 4-7-4 1-4-0 Scale: 3/8"=1' 5x6 1 n Io 3x6 = 5x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.19 6-12 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) -0.32 6-12 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 65 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 or 9-3-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=185(LC 9) Max Uplift 2=-403(LC 10), 4=-403(LC 10) Max Gram 2=713(LC 1), 4=713(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/569, 3-4=-917/569 BOT CHORD 2-6=-258/737, 4-6=-258/737 WEBS 3-6=-3/404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-8-0, Exterior(2) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 15-8-0, Extedor(2) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=403, 4=403. September 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� /A� T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing � 1pk• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 �Ilubb I YP- lacy[ly LOT 20/54/8 INDIAN RIVER E T21180735 I JACK -OPEN TRUSS 4 1 Job Reference (optional) FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:04 2020 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-dvvOPtR1 RnkBA64y?um?eDFrct5N9pH93?umB1yil2H -1-4-0 0-11-4 1-4-0 0-11-4 0 0-11-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 Ib FT = 20% 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=158(LC 1), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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-([) wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. September 1,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown; 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 ANSIVTPN 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 Ply=LOT20/54/8IAN RIVER ET21180736 �Qty 2455380 CJ1 PJack-Open Truss 4 (optional) 1-4-0 1 o.zyu s mar a zuzu mi i eK maustrles, Inc. 1 ue Jep 1 1U:34:Ub 2U20 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-ZI1 mgZTIyO_vPPEK6loTjeLB6gnrdinSXJNsFvyi 12F 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4=-22(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind`. ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;,Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=213. Scale = 1:7.6 September 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P/i Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 20/54/8 INDIAN RIVER E 2455380 CJ3 Jack -Open Truss 4 1 T21180737 Job Reference o tional • ---- - - —,• .._..- — — ---- en uwusuies, uic. rue oep i-iu:a,l:ur zuzu rage 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-2Ub82vUwji6m 1 ZpXgOKiGstMr46 HM90bmz6QnMyil2E r -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 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 FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=68(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=157. September 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev. 511912020 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 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 ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 20/54/8 INDIAN RIVER E 2455380 CJ3P Jack-0pen Truss q 1 T21180738 Job Reference o ticnal •�• •• --^n • o. u s mar a tutu mi t eK incusines, Inc. I ue sep 1 1 u::14:Ua ZuZO Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2l1-Wg9XFFUYUOEdejOjEjrxo3QXbU Rg5cGk_dszKoyi 12D 1 4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.20 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 WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) . 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=61(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS'(directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber'DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=212. September 1,2020 ®WARNING - Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 properly incorporate this design into the overall l�iTek` 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saretylntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 0 Ply Truss 1 RIVER E T21180739 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:09 2020 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-_tjvTbVAFJMUGtzvnRMALHzfdujvg3WuDHb Ws Eyi 12C 4-114 1 4-0 4-11-4 1 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >099 240 TCDL 7.0 LumberDOL 1.25 BC 0.33 Vert(CT) -0.06 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 FBC2017ITP12014 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=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=127(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All, forces 250 (lb) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS,(directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=167. September 1,2020 ' WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19l2020 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 wt building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTei� 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 ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformaUon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 20/54/8 INDIAN RIVER E 2455380 CJ5P Jack -Open 4 1 T21180740 Job Reference (optional) -- --------- • --- - .• -.• •-••• - n - --- cYu a wear a cutu rvu rerc uraUS[neS, Inc. t ue'Sep 1 1U:34:1U ZUZU Yage 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-S3HHgxWoOdULu1 Y6L8tPtUVn310CZWm 1 SxL40gyi 128 -1-4-0 4-11-4 1-4-0 4-11.4 Scale = 1:17.6 1 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 0.59 Vert(LL) 0.12 4-7 >486 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.11 4-7 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10), 4=-75(LC 10) Max Grav 3=116(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=122, 2=261. September 1,2020 r A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. r 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 �� ��pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. ITek" is always required for stability and to prevent collapse with possible personal'injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 n truss type Qty Ply LOT 20154/8 INDIAN RIVER E T21180741 2455380 EJ7 JACK -OPEN TRUSS 29 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:13 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-seyQlyYhJYswIUGhOHQ6V77BnVOPmtVU8vZk??yi 128 1 4 0 7-0-0 140 700 Scale = 1:23.0 1 3X4 % 4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 TCDL 7.0 LumberDOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/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=241(LC 10) Max Uplift 3=-161(LC 10), 2=-185(LC 10) Max Grav 3=185(LC 15), 2=336(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.18 4-7 >453 240 MT20 244/190 Vert(CT) -0.22 4-7 >385 180 Horz(CT) -0.01 3 nla n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-8-5, Extedor(2) 2-8-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=161,2=185. September 1,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salefylnlormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type 20/54/8 1 T21180742 Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:14 2020 Page ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-Kq WoWlZJ4s_mMertayL2KgT2vNVVHNdNZJHXSyi 127 -1-4-0 3-3-1 7-0-0 1-4-0 3-3-1 3-8-15 2 7-0-0 3x4 = Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.52 Vert(LL) 0.20 6-9 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.17 6-9 >482 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 30 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 5-3-9 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-4-0, 6=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-87(LC 10), 2=-317(LC 10), 6=-203(LC 10) Max Grav 4=101(LC 15), 2=334(LC 1), 6=178(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/387 BOT CHORD 2-6=-671/288 WEBS 3-6=-311/726 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-8-5, Extedor(2) 2-8-5 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) na 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=317, 6=203. September 1,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not u• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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/TPH Quality Criteria, DSB-89 and BCSI Building Component e East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East Job Truss Truss Type Qly Ply LOT 20/54/8 INDIAN RIVER E 2455380 HJ7 Diagonal Hip Girder 2 1 T21180743 Job Reference (optional) - •• --••1, • -n ..,,r, - a.z4u s mar a zuzu mi I eK inaustries, Inc. I ue Sep 1 10:34:15 2020 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-pO4Ajeaxr96d_OQ38hTaaYDblJf?EcLmbD2r3uyi 126 -1-10-10 3-5-10 9-10-13 1-10-10 3-5-10 6-5-3 Scale=1:22.0 elate Uttsets (X,Y)-- I2:0-2-11 0-0-31 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 0.75 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.22 6-7 >529 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-MSH Weight: 44 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=292(LC 8) Max Uplift 4=-298(LC 8), 2=-234(LC 8), 5=-53(LC 8) Max Grav 4=342(LC 13), 2=413(LC 1), 5=303(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/269 BOT CHORD 2-7=-515/977, 6-7=-515/977 WEBS 3-7=0/300, 3-6=-998/526 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=298,2=234. 6) 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 (pig Vert: 1-2=-54 Trapezoidal Loads (pig Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) September 1,2020 & 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 Milrek® 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 MITe'(� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 20/54/8 INDIAN RIVER E 2455380 HJ7P Diagonal Hip Girder 2 1 FLOT T21180744 Reference o tional oail...ry, ��1­1 IL -ty, rL - 3006r, 6.24u s Mar 9 2020 Mirek Industries, Inc. Tue Sep 1 10:34:18 2020 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-DbmJMgcg84UCrF9epgOHCAr2d WiERzmDH BHVgDyi 123 1-10-10 3-5-9 9-10-13 1-10-10 3-5-9 6-5-4 Scale = 1:22.8 Plate Offsets (X,Y)-- [6:0-2-8 0-2-01 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 1.00 Vert(LL) 0.21 6-7 >562 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.21 6-7 >568 180 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 44 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 or 5-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-300(LC 8), 2=-423(LC 8), 5=-240(LC 8) Max Grav 4=336(LC 13), 2=412(LC 1), 5=299(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-987/728 BOT CHORD 2-7=-943/951, 6-7=-943/951 WEBS 3-7=-132/290, 3-6=-970/963 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 4=300, 2=423, 5=240. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) September 1,2020 " ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74M rev. 5119/2020 BEFORE USE. " Design valid for use only with Mrrek® 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing A ITe.k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf 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 ss Type Girder 11, INDIAN RIVER T21180745 lers FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1 10:34:23 2020 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-aZZCPNgyyd7Vx11ccNcSvEY_iXMt6MHyRT GLQyi12_ -1-4.0 3-4-14 7-0-0 13-0-0 16-7-2 20-0-0 21-4-0 1-4-0 3-4-14 3-7-2 6-0-0 3-7-2 3-4-14 1-4-0 46 = 5x8 = Scale = 1:36.9 Iv 0 46 = 3x8 = — 3x4 = 4x6 = 20-0-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.21 9-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.21 9-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.08 7 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc puriins. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=154(LC 7) Max Uplift 2=-1301(LC 8), 7=-1301(LC 8) Max Grav 2=1581(LC 1), 7=1581(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/2336, 3-4=-2839/2241, 4-5=-2546/2069, 5-6=-2837/2241, 6-7=-3002/2336 BOT CHORD 2-11 =-1 975/2751, 9-11 =-1 825/2538, 7-9=-1975/2637 WEBS 4-11=-171/456, 5-9=-171/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except Qt=lb) 2=.1301, 7=1301. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 Ib down and 376 lb up at 13-0-0, and 605 lb down and 376 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-117(F=-63), 5-8=-54, 12-15=-43(F=-23) Concentrated Loads (lb) Vert: 4=-347(F) 5=-347(F) September 1,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing ���k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iYl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safelyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke 36610 East Type RIVER E T21180746 irstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 19 2020 MiTek Industries, Inc. Tue Sep 1 10:34:25 2020 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-Wyhyg3iDUENDBKBJoew fdGrL2?aEBFunTNPJyi11y 4-6-9 9-0-0 11-0-0 15-5-7 20-0-0 4-6-9 4-6-9 46 = 46 = Scale = 1:34.0 4x6 = 3x8 MT20HS = 46 = 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 FBC2017/TP12014 3x4 = 3x4 = 11-0-0 20-0-0 2-0-0 9-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.93 Vert(LL) 0.48 7-15 >500 240 MT20 244/190 BC 0.95 Vert(CT) 0.40 7-15 >598 180 MT20HS 187/143 WB 0.28 Horz(CT) -0.05 6 n/a n/a Matrix-MSH Weight: 91 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-0, 6=0-4-0 Max Horz 1=167(LC 9) Max Uplift 1=-738(LC 10), 6=-738(LC 10) Max Grav 1=740(LC 1),'6=740(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1294/2313, 2-3=-994/1936, 3-4=-838/1815, 4-5=-994/1936, 5-6=-1294/2313 BOT CHORD 1-9=-2035/1147, 7-9=-1481/838, 6-7=-2035/1147 WEBS 2-9=-375/636, 3-9=-679/287, 4-7=-679/287, 5-7=-375/636 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-1, Exterior(2) 4-9-1 to 15-2-15, Interior(1) 15-2-15 to 17-0-0, Exterior(2) 17-0-0 to 20-0-0 zone; 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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=738, 6=738. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 9/19/2020 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 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 ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 1,2020 MF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 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 reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Of O 2 U a O I— Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 of O 2 U n- o 1- 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 MiTek® All Rights Reserved MiTeka MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. --Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 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.