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HomeMy WebLinkAboutTruss Details.z e 258 Southhall Lane, Suite 200 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES February 17, 2021 Building Department Ref: Adams Homes Lot: Lot 18 Blk. 6 Sec. 3 Subdivision: Port St. Lucie - Bayshore Address: 763 Altura St. Model: 1930 B RHG KA # 21-1364 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 2/5/21 2631828 160 C Walter P. Finn To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 2/17/2021 Carl A. Brown, P.E. FL. # 56126 `ee`t V87 aw c�••: lCty _ Luis N FL. # 8 FDS Engineering Associates, A TSG Company "Your Building Code Experts" c C c V It 50-00-00 : 11.11 ;� .,d ME �1 1� ®1 iil■ Elm In ■1111101100 Iiil■ ■lm= ■■■mil■ Elm 1111 ■1■ Elm ■lm=�.1 �. 1111111111l■ . ,1 ■lr� =col■ ■1n1.� ■. _ _ _ __ ■lm ■1�� 1 ONE 1� Elm I .1111iil■ ■��� I�/�■�®mil■ ElmMIN= ■:min _ l ■1 Exposed. Wind 1���■■■■%1 1■_ 1 1 !._ ■ .. 1 11-08-00 7-00-00 12-00-00 19-04-00 50-00-00 f CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 995 / 835 490 /510 1 A 11 HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B1 HTU28 / THD28 4680 / 6040 2140 / 2330 Ile 0 C HTU26-2 / THD26-2 13600 / 3355 2175 / 2340 1 ID 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 110 1 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 - 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 ELF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 lG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 i al 0 J THASR-1-29 ! 9100 / 8990 4095 / 4370 1 Li P8 3 X 8 NOP 0 0 r; O 20-00-00 ov,���'� WrMA 2 ., I 1W of .MIN IN 01 ''ad to Win,.' IN CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. 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 OF 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: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch L erM 8'-0tl' 8RG WALL BUILDER: Adams Homes PROJECT: Single Family MODEL: 1930 B 20X10 LANAI ADDRESS: 763 ALTURA ST ❑Y Reviewed and Approved ❑ Revise and Resubmit LOT/BLOCK: 18/613 ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) SUBDIVISION: I PSLIBAYSHORE Corrections or comments made on equipment submittals or shop drawings during this review do CITY: PORT ST LUCIE not relieve contractor from compliance with requirements of the drawings and specifications. DRAWN BY: KSANCHEZ This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contactor is 4T At: 2631828 responsible for confirming and correlating all quantities and dimensions; selecting fabrication ATE: I 021ON2021 I SCALE I NTS processes and techniques of construction; coordinating his work with that of a8 other fades and performing his work in a safe and satisfactory manner PLAN DATE: 1 2021 FDS ENGINEERING ASSOCIATES REVISIONS: Date: 02/17/2021 By: BH 1 Submittal No.: Project No.: 21-1364 project Eng.: Luis 2 Project Name: Adams Homes - Port St. Lucie - Bayshore Lot 18 BUL 6 3. VERIFY ALL DIMENsIONS AND CEILING CONGIIR S PRIOR TO APPROVAL SOME CEILING FRAIANG REOURED IN FIELD BY BUILDER 4. MAIN WIND FORCE RESISTING SYSTEWC-C ENCLOSED HYBRID W WO ASCE7.10 IMPORTANT Ex SURE CATEGORY OCCWANCY CATEGORY a This Drawing Must Be Approved And WIND WINDLOADTANCE Returned Before Fabrics ion Will TRUSSES HAVE BEEN DESIGNED FORA BOTTOM CHORD LOAD ESHA EBEFACTORNED ORD LIVE Begin. For Your Protection Check All S URRE NONCONCNT WITH ANY OTHER LIVEE LOADS Dimensions And Conditior & Prior TO APBELOl I Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF BY Data TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 Y.. In RE: 2631828 MiTek USA, Inc. LOT 18/6/3 BAYSHORE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Pro1'ect Name: 2631828 Lot/Block: 18/6/3 Model: 1930 B 1OX20 LANAI Address: 763 ALTURA ST Subdivision: BAYSHORE City: Port Saint Lucie State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 42 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22728564 A01 2/5/2021 21 T22728584 B07 2/5/2021 2 T22728565 A02 2/5/2021 22 T22728585 B08 2/5/2021 3 T22728566 A03 2/5/2021 23 T22728586 C1 2/5/2021 4 T22728567 A04 2/5/2021 24 T22728587 C1 P 2/5/2021 5 T22728568 A05 2/5/2021 25 T22728588 C3 2/5/2021 6 T22728569 A06 2/5/2021 26 T22728589 03P 2/5/2021 7 T22728570 A07 2/5/2021 27 T22728590 C5 2/5/2021 8 T22728571 A08 2/5/2021 28 T22728591 C5P 2/5/2021 9 T22728572 A09 2/5/2021 29 T22728592 D01 2/5/2021 10 T22728573 A10 2/5/2021 30 T22728593 D02 2/5/2021 11 T22728574 All 2/5/2021 31 T22728594 D03 2/5/2021 12 T22728575 Al2 2/5/2021 32 T22728595 E7 2/5/2021 13 T22728576 A13 2/5/2021 33 T22728596 E7P 2/5/2021 14 T22728577 A14 2/5/2021 34 T22728597 F01 2/5/2021 15 T22728578 B01 2/5/2021 35 T22728598 F02 2/5/2021 16 T22728579 B02 2/5/2021 36 T22728599 H7 2/5/2021 17 T22728580 B03 2/5/2021 37 T22728600 H7P 2/5/2021 "18 T22728581 B04 2/5/2021 38 T22728601 P03 2/5/2021 19 T22728582 B05 2/5/2021 39 T22728602 PO4 2/5/2021 20 T22728583 B06 2/5/2021 40 T22728603 PB1 2/5/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of2 05, 2021 RE: 2631828 - LOT 18/6/3 BAYSHORE Site Information: MilTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Project Customer: Adams Homes Port St Lucie Project Name: 2631828 Lot/Block: 18/6/3 Subdivision: BAYSHORE Address: 763 ALTURA ST City, County: Port Saint Lucie State: FL No. Seal# Truss Name Date 41 T22728604 PB2 2/5/2021 42 T22728605 PB3 2/5/2021 2 of 2 Job Truss Truss Type Qty Ply �LOT111161311AYSHORE T22728564 2631828 A01 PIGGYBACK BASE 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:27 2021 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-GIGeBiKQo6xEuRF5G8u73TnzVPa32BHDky5c?hzoXzk 1 6-1-10 11-2-4 17-0-0 21-0-0 27:0 0 30$-0 36-9-3 440-0 5-4- 4-0 6-1-10 5-0-10 5-9-12 4-0-0 6-0-0 3 8-0 6-1-3 7-2-13 4-0 TOP CHORD UNDER PIGGYBACKS Scale=1:81.5 TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. 6.00 12 5x8 = 2x4 II TYPICAL. 5x8 = 5x8 Plate LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 TCDL 7.0 Lumber DOL 1.25 BC 0.90 BCLL 0.0 Rep Stress [nor YES WB 0.81 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 `Except* 16-18: 2x4 SP No.1, 8-13: 2x4 SP No.3, 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except' 12-14: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=-327(LC 10) Max Uplift 10=-1031(LC 12), 2=1031(LC 12) Max Grav 10=1700(LC 1), 2=1700(LC 1) 28 13 12 2t4 11 3x6 i= 27-0-0 30-8-030- -0 36-9-3 44-0-0 6-0-0 3-8-0 0- -0 5-11-3 7-2-13 -3-01, [14:0-6-12,Edgel, 116:0-4-0,0-3-41 DEFL. in ([cc) I/defi L/d PLATES GRIP Vert(LL) 0.99 16 >534 240 MT20 244/190 Vert(CT) -1.2917-19 >410 180 MT20HS 1871143 Horz(CT) 0.81 10 n/a n/a Weight: 238 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 12-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5517/3209, 3-4=-5265/3004, 4-5=4354/2476, 5-6=-5155/2956, 6-7=-5155/2956, 7-8=-3889/2317, 8-9=-4377/2583, 9-10=-3153/1868 BOT CHORD 2-19=-2752/4985, 17-19=-2432/4704, 16-17=-1765/3955, 15-16=-1615/3562, 14-15=-2001/3965, 8-14=-125/292, 10-12=-1512/2757 WEBS 3-19=195/329, 4-19=49/419, 4-17=-801/695, 5-17=-280/551, 5-16=-876/1744, 6-16=-287/292, 7-16=-941/1973, 7-15=-278/508, 8-15=-565/483, 12-14=-1646/2978, 9-14=-441/1104, 9-12=-11081758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -14-0 to 1-8-0, Interior(1) 1-8-0 to 174-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 27-0-0, Exterior(2R) 27-0-0 to 30-11-12, Interior(1) 30-11-12 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. All plates are MT20 plates unless otherwise indicated. 6 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1031, 2=1031. Continued on page 2 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119r2020 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 ANS11TPll 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 February 4,2021 Job Truss Truss Type Qly Ply LOT 18/613 BAYSHORE T22728564 2631828 A01 PIGGYBACK BASE 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:27 2021 Page 2 ID:9Bw560W5AWDgVr6xU_a99jz45f?-GIGeBiKQo6xEuRF5G8u73TnzV Pa32BHDky5c?hzoXzk NOTES- 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 11Z' gypsum sheetrock be applied directly to the L bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek0 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 p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tyliTek• 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 ANSI17P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Info rnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 18/6/3 BAYSHORE T22728565 2631828 A02 Hip Truss 1 1 Job Reference (optional) ouuueia ru aw111w trrn, a ­y, , 11. o.4ov 5 rvuv ou GUN MI i ex Inuu5tne5, inc. t nu reo 4 l um:rza zuz I rage 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-C8NPcOLgNBy8kOTNZwbBusJiCHNW3j WCGai472oXzi 1-0-0 6-1-10 71-2-4 17-0-0 21-0-0 27-0.0 30-B-0 36-9-3 42-9-3 4 0 1-0-0 6-1-10 5-0-10 5.9-12 4.0-0 6-0-0 3-8-0 6-1-2 6-0-1 0- - 3 Scale = 1:79.8 � 6.00 12 5x8 = 2x4 II 5x8 = 5 29 6 30 7 5x6 i 29 31 46 8 4 5x6 2x4 ZZ 9 16 4x6 3 17 6x8 = 4x6 ob 1.5x8 STP = 10 1.5x8 STP = 3x4 � ZZ 3 4 ` 1 16 27 19 18 2 5x12 � 11 � 1 y1 4x10 MT20HS 3.00 12 TM Ia 3x4 13 12 5x8 II 3x4 II 5x8 = 5x8 43-M &te-3 17-M 21-0-0 27-0-0 30-fi-e 30. 36-93 42-0-11 42 8-10-8 &1-e 4-0-0 fi-0-0 3-3-0 0.-0 5-11J 5-9-9 0. 0-2-13 Plate Offsets (X,Y)— [2:0-2-7,Edge], [4:0-3-0,0-3-4], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [9:0-3-0,0-3-0], [11:0-6-0,0-0-2], [12:0-3-8,02-8] [14:0-6-8,Edge], [16:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.95 16 >545 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -1.2217-19 >424 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.76 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 241 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 16-18: 2x4 SP No.1, 8-13: 2x4 SP No.3, 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 3-7-11 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Harz 2=317(LC 11) Max Uplift 11=-895(LC 12), 2=-1012(LC 12) Max Grav 11=1590(LC 1), 2=1664(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 12-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5379/3326, 3-4=-5122/3126, 4-5=-4201/2595, 5-6=-4940/3093, 6-7=-4940/3093, 7-8=-3677/2361, 8-9=-4043/2547, 9-11=-2655/1707 BOT CHORD 2-19=2979/4860, 17-19=-2672/4568, 16-17=-1978/3814, 15-16=-1714/3359, 14-15=-2028/3682, 11-12=-1367/2308 WEBS 3-19=202/327, 4-19=-47/425, 4-17=-806/691, 5-17=-280/552, 5-16=-897/1641, 6-16=-290/297, 7-16=-1066/1950, 7-15=235/443, 8-15=-474/426, 12-14=-1485/2478, 9-14=-634/1289, 9-12=-985/725 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 20-0-0, Interior(1) 20-0-0 to 27-0-0, Exterior(2R) 27-0-0 to 30-0-0, Interior(1) 30-0-0 to 43-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ,) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=895, 2=1012. Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5110/2020 BEFORE USE. OF Design valid for use only with MTek® 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 parametersand 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 ANSNTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 February 4,2021 Job Truss Truss Type Qty Ply Ply] LOT 181613 BAYS ORE T22728565 2631828 A02 Hip Truss 1 Job Reference (optional) t3u0Ders Firstbource tt-,iam ury, FL), mant ury, FL - a3otsf, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:29 2021 Page 2 ID:9Bw560W5AW DgVr6xU_a99jz45f?-C8NPcOLgKj By8kOTNZwbBusJiCHNW3j W CGai4ZzoXzi NOTES- 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 LOT 18/6/3 BAYSHORE T22728566 2631828 A03 Hip �Qty 1 1 Job Reference (optional) J nuuuers nrstouurue lrimu 1"y, IL), Want ­y, rL - oaaor, d.430 s Nov 3U zuzu MI I eK Inaustnes, Inc. I nu Feb 4 1U:bl:3u zuzi Page 1 ID:9Bw560 W5AW DgVr6xU_a99jz45f?-gKxnpkMl5OJpmuzgxGRgh6PUSccjFZAfQwJGc?zoXzh 1.4-0 7-9-0 15-0-0 22-0-0 29-0-0 35-4-4 42-0-0 1-4-0 7-9-0 7-3-0 7-0-0 7-0-0 6-44 6-7-12 5x8 = 6.00 12 2x4 II 5x8 = 4 24 5 25 6 3x6 i 2x4 II 3x6 = 3x8 = 46 3x4 = 3x4 = Scale = 1:74.5 9 Iv. 12 JD 11 10 6x8 = 3x4 = 3x6 I LOADING (psf) TCLL ' 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip.DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.91 BC 0.91 WB 0.74 Matrix -AS DEFL. , Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft, Ud 0.51 15-17 >984 240 -0.41 15-17 >999 180 -0.17 11 n/a n/a PLATES - GRIP MT20 244/190 MT20HS 187/143 Weight: 240 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. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-17, 6-15, 8-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=273(LC 11) Max Uplift 2=-1873(LC 12), 11=-1770(LC 12) Max Grav 2=1747(LC 2), 11=1719(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3200/3668, 3-4=-2537/2868, 4-5=-2392/2873, 5-6=-2392/2873, 6-7=-2321/2624, 7-8=-2406/2720, 8-9=-233/362 BOT CHORD 2-18=-3194/2824, 17-18=-3185/2818, 15-17=-2240/2210, 13-15=-2018/2023, 12-13=-2302/2098, 11-12=-291/197, 10-11=-291/197 WEBS 3-18=-433/314, 3-17=-707/1089, 4-17=-669/622, 4-15=-326/405, 5-15=-420/409, 6-15=-640/629, 6-13=-359/355, 7-13=-148/350, 8-12=-2139/1942, 8-11=-1471/1972 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 29-0-0, Exterior(21R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 41-10-4 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 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19 2=1873,11=1770. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 181613 BAYSHORE T22728567 2631828 A04 Hip Truss 1 1 Job Reference (optional) .^ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:31 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-BXV914NxsKRgN2YsV_z3DJyksOzY_Ogpfa3p8SzoXzg 1-4-0 6.6-14 13-0-0 18-3-4 25-8-12 31-0-0 37-5-2 42-0-0 1-4-0 6-6-14 6-5-1 5-3-4 7-5-8 5-3-4 4-6-14 5x6 = 6.00 12 3x4 = 5x6 = 5x6 = 4 24 5 6 25 26 7 3x6 = 2x4 II 46 = 3x4 = 46 = 3x8 = 2x4 II 3x8 = 22-0-0 Scale = 1:74.5 10 2x4 II 4x6 �� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC , 0.61 Vert(LL) -0.33 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.56 15-17 >886 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.15 11 rile n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 235 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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-13, 8-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=238(LC 11) Max Uplift 2=-981(LC 12), 11=-878(LC 12) Max Grav 2=1851(LC 17), 11=1785(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3420/1795, 3-4=-2798/1560, 4-5=-2476/1499, 5-6=-2795/1631, 6-7=-2178/1347, 7-8=-2464/1405 BOT CHORD 2-18=-1570/3165, 17-18=-1571/3160, 15-17=-1334/2826, 13-15=-1280/2650, 12-13=-1040/2001, 11-12=-1040/2002 WEBS 3-17=-699/492, 4-17=-381/974, 5-17=-591/340, 6-15=-3/402, 6-13=-837/471, 7-13=-307/840, 8-13=-34/295, 8-11=-2420/1284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 31-0-0, Extedor(2R) 31-0-0 to 35-2-15, Interior(1) 35-2-15 to 41-10-4 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=981,11=878. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum I sheetrock be applied directly to the bottom chord. February 4,2021 ® 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 MfTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type ly LOT181613BAYSHORET22728568 717P 2631828A05 HipTruss 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:33 2021 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-0vdvSIOBOxhOdMiEcP?Xlkl3egerSs666uYwDKzoXze r1.4-Q 5-8-7 11-0-0 18-4-9 25-7-7 33-0-0 38-3-8 42-0-0 1-4-0 5-6-7 5-3-8 7-4-9 7-2-13 7-4-9 5-3-8 3-8-8 46 = 5x8 = 22 5x8 = 2x4 II 2324 5x8 = 7 16 " — 14 "" 13 `" 11 10 3x4 = 4x6 = 3x4 = 5x8 = 3x6 = 3x4 = 11-M ..18-4-9 25-7-7 33-0-0 42-0-0 11-0-0 - 7-4-9 ' 7-2-13 i 74-9 9-0-0 Plate Offsets (X,Y)—[4:0-5-8,0-2-4],[5:0-4-0,0-3-0],[7:0.5-8;0-2-4] Scale = 1:75.2 1.5x8 STP = 6x12 MT20HS = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PL'ATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 13-14 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.88 Vert(CT)-0.6916-19 >732 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.15 10 n1a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 227 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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=202(LC 11) Max Uplift 2=-988(LC 12), 10=-871(LC 12) Max Grav 2=1861(LC 17), 10=1774(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3382/1873, 3-4=-3030/1635, 4-5=-3305/1925, 5-6=-3180/1873, 6-7=-3180/1873, 7-8=-2589/1449, 8-9=-304/86 - BOT CHORD 2-16=-1647/3133, 14-16=-126212753, 13-14=-1631/3375, 11-13=-1077/2255, 10-11=-107911942 WEBS 3-16=-441/433, 4-16=-82/573, 4-14=-484/924, 5-14=-396/370, 6-13=-415/423, 7-13=-629/1221, 8-11=-89/478, 8-10=-2213/1399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, 1nterior(1) 15-2-15 to 33-0-0, Exterior(2R) 33-0-0 to 37-2-15, 1nterior(1) 37-2-15 to 41-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=988, 10=871. 0) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2631828 A06 Half Hip Truss 1ob [OT18/6/3BAYSH0RET22728569 Reference (optional) OWIuulb reSI 1vu trldlll Idly, rr_/, ndnl Idly, rl_-o3UU1, 0.43U 51VUV 3U LUZU MI I eK Inausines, Inc. I flu reD 4 1U:b1:3o zuzl rage 1 ID:9Bw560W5AWDgVr6xU_a99jz45f?-111gsRQRwZx6sfsdkpl?096MwdJ2wmTOaC11 HDzoxzc 1-4-0 4-10-0 9-0-0 17-3-14 25-6-0 33-8-2 42-0-0 1.4-0 4-10-0- 4-2-0 8-3-14 8-2-2 8-2-2 8-3-14 6.00 FIT 0 5x8 = 5x8 = 4 20 21 5 Scale=1:73.0 5x8 = 5x8 = 5x8 = 6 22 7 23 8 15 14 13 12 11 10 9 3x6 3x4 = 4x6 5x8 = 3x6 = 3x6 5x8 = 4x6 II = = = 42-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING-, 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.86 BC 0.90 WB 0.99 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.54 12-13 >923 240, -0.6912-13 >725 180 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 4-13, 7-12, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 9=-946(LC 9), 2=-973(LC 12) Max Grav 9=1547(LC 1), 2=1622(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3018/1816, 3-4=-2782/1643, 4-5=-3537/2143, 5-6=-3537/2143, 6-7=-3460/2040, 7-8=-2323/1360, 8-9=-1468/983 BOT CHORD 2-15=-1839/2669, 13-15=-1552/2457, 12-13=-2040/3460, 10-12=-1387/2358 WEBS 4-15=-52/412, 4-13=-693/1318, 5-13==480/488, 6-12=-462/469, 7-12=-758/1266, 7-1 0=-1 100/853, 8-1 0=-1 52312602, 3-15=-286/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 41-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f¢ between the bottom chord and any other members. 7) Refer to girder(s) fortruss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=946, 2=973. 0) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �— Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bradng 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-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728570 2631828 A07 Half Hip Truss 1 2 Job Reference (optional) Builders I-IrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:37 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-zgsQH7RhRABp5z00rE3TTaBgDR VOiTh1VW8M5zoxza 1 4-0 7-0-0 13-10 4 20-10-4 2Q.0 4 34-10-4 42-M 11 7-0-0 6-10-4 7-0-0 7-0-0 7-0-0 7-1-12 6x12 MT20HS = 2x4 II 6.00 12 3 18 4 0 7x10 = 2x4 II 8x10 = 19 Scale = 1:73.0 2x4 11 14 13 12 11 10 9 4x6 = 2x4 11 6x12 MT20HS = 2x4 11 6x12 MT20HS = 2x4 11 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP M 26 *Except` 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,5-13,5-11,7-11,7-9: 2x4 SP No.2 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=268(LC 8). Max Uplift 9=-3038(LC 5), 2=-2848(LC 8) Max Gram 9=4465(LC 13), 2=4346(LC 13) 0-4 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.94 Vert(LL) 0.91 12 >554 240 MT20 2441190 BC 0.96 Vert(CT)-0.8411-12 >595 180 MT20HS 187/143 WB 0.90 Horz(CT) -0.25 9 n/a n/a Matrix-MSH Weight: 482 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 1 Row at midpt 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9020/5735, 3-4=-12623/8356, 4-5=-12557/8291, 5-6=-12237/8137, 6-7=-12187/8088, 8-9=-529/566 BOT CHORD 2-14=-5202/8020, 13-14=-5186/7974, 12-13=-9127/13771, 11-12=-9136/13758, 10-11=-5163/7713, 9-10=-5163/7713 WEBS 3-14=-383/1120, 3-13=-3543/5278, 4-13=-l424/1369, 5-13=-13891973, 5-12=01441, 5-11 =-1 69811115, 6-11 =-1 18711168, 7-11=-3302/5016, 7-10=0/471, 7-9=-8512/5714 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpis0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. fJ) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=3038, 2=2848. 12) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. Continued on page 2 ® 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 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 ANSI7TPl1 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 February 4,2021 Job Truss Truss Type Oty Ply LOT 18/6/3 BAYSHORE 2631828 ' c,awe.� ❑tr�rc.., ...� roi�..r ru,, A07 or � Half Hip Truss 1 2 T22728570 Job Reference o tional -- ---- -- - • - • ..... •v, • a.wu s rvov ou zuzu mi t eK maustnes, Inc. t nu l eb 4 10:51:37 2021 Page 2 NOTES- ID:9Bw560W5AWDgVr6xU_a99jz45f?-zgsQH7RhRABp5z00rE3TTaBgDR VOiTh1VW8M5zoxza 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 899 lb down and 520 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-120(F=-66), 14-15=-20, 9-14=-44(F=-24) Concentrated Loads (lb) Vert: 14=-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 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 properly, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728571 2631828 A08 PIGGYBACK BASE 1 1 Job Reference (optional) 10 ustaource trlam City, t-Lj, Plant city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:39 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-v3_BipTyznSXLH90zf6xY?HOREgsscL Vp?EQ_zoxzY T111-9 6-1-10 11-2-4 17-0.0 21-0-0 27-0-0 30-8-0 36-9-3 44 0 0 1-4-u ti-1-1u 5-0-10 5-9-12 4-0-0 6-0-0 3-8-0 6-1-2 7-2-13 5x8 oxv 6.00 12 5x8 = 2x4 11 5x8 = 5 6 27 7 Scale = 1:81.2 4x6 8 5x6 9 c? 0 ao 1.5x8 STP = o 28 10 I� v 0 12 11 2x4 II 5x6 = 3x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 1.02 15 >520 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.90 Vert(CT)-1.2916-18 >410 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.81 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except' WEBS 1 Row at midpt 11-13 15-17: 2x4 SP No.1, 8-12: 2x4 SP No.3, 2-17: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 11-13: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=325(LC 11) Max Uplift 10=-915(LC 12), 2=-1033(LC 12) Max Grav 10=1627(LC 1), 2=1701(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5522/3296, 3-4=-5269/3094, 4-5=-4359/2560, 5-6=-5162/3059, 6-7=-5162/3059, 7-8=-3895/2374, 8-9=-4386/2632, 9-10=-3151/1912 BOT CHORD 2-18=-2909/4989, 16-18=-2597/4709, 15-16=-1902/3960, 14-15=-1698/3568, 13-14=-2068/3973, 8-13=-135/296, 10-11 =-1 571/2771 WEBS 3-18=-196/325, 4-18=-44/418, 4-16=-802/692, 5-16=-280/551, 5-15=-903/1747, 6-15=286/292, 7-15=-1008/1972, 7-14=-278/509, 8-14=-567/484, 11-13=-1713/2995, 9-13=-458/1097, 9-11=-1109/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(21R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 27-0-0, Exterior(2R) 27-0-0 to 30-11-12, Interior(1) 30-11-12 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �P) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=915, 2=1033. Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 buss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 February 4,2021 Job Truss Truss Type Qty Ply /6/3 BAYSHORE 2631828 A08 PIGGYBACK BASE 1 1 JJob T22728571 ference o tional ------- ---------- -- - -- - - • - •,. • - ----•, 0.40U 3INUV Oil LULU MI IeK InousLnes, Inc. inu t-eD 4 1U:51:39 2U21 Page 2 NOTES- ID:9Bw56OW5AWDgVr6xU_a99jz45f?-J3_BipTyznSXLH90zf6xY?HOREgsscL Vp?EQ_zoXzY 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not .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,.s08 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22728572 2631828 A09 Half Hip Truss 1 1 �LOT`18/6/313AYSHORE Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:40 2021 Page 1 ID:9Bw56b W 5AW DgVr6xU_a99jz45f?-NFYZw8Uak5aOyRkb W NdA5DpEle2vb978kTkozQzoxzx -14-0 8,10-4 17-0-0 23-6-5 26-SB 14-0 8-104 B-1-12 6-8-5 5x8 = 3x6 = 3x4 = 6.00 12 4 19 205 6 3x6 % 3x6 II 3x4 = z3-11-14 8-10-4 1i-0-0 z1.00 23-85 2 26s-8 8-104 8-1-12 4.0-0 2V 0- - 25-10 0-2-9 Scale = 1:55.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.27 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT)-0.3311-13 >859 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS Weight: 159 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 5-8: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-4-3, 2=0-8-0 Max Horz 2=591(LC 12) Max Uplift 8=-723(LC 9), 2=-51O(LC 12) Max'Grav 8=1073(LC 1), 2=947(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2498/1495, 3-4=-1191/715, 4-5=-540/393 BOT CHORD 2-13=-1807/2320, 11-13=-1810/2313, 10-11=-798/1026, 8-9=-1044/794, 5-9=-967/790 WEBS 4-11=-211/531, 4A0=-600/494, 5-10=-618/864, 3-13=0/348, 3-11 =-1 249/985 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 3-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-2715, Interior(1) 21-2-15 to 26-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 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) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=723,2=510. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum t sheetrock be applied directly to the bottom chord. February 4,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 andior 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 ANS1/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply LOT 18l6/3 BAYSHORE L2631821_ T22728573 A10 HALF HIP TRUSS 1 1 Job Reference (optional) irscauurce (Piani Goy, FL), riani City, FL - 3.3567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:41 2021 Page 1 ID:gBw560 W5AW DgVr6xU_a9gjz45f?-rS6x7UUCVPiFaaJn448PdQMP72PCKXxHy7ULVtzoXzW -1-4-0 8-10-4 15-0-0 22-9-0 26-5-8 ' 1-4-0 8-10-4 6-1-12 7-9.0 3-8-8 5x8 = 4x6 = 6.00 12 4 19 5 20 V(1 0 3x4 = Scale=1:50.9 8 r 3x6 3x6 II 3x4 = 22-9-0 8-10-4 15-0-0 21-0-0 22 0 22 1 -8 26-5-8 8-10-4 - = 6-1-12 6-0-0 1A-0 0- 3-0-0 ' Plate Offsets (X,Y)— [2:0-1-6,0-0-7),[3:0-3-0,0-3-4j [4:0-6-0 0-2-8j 028 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) _ 0.24 13-16 . >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-16 >853 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 152 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. 5-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=529(LC 12) ' Max Uplift 8=-790(LC 9), 2=-503(LC 12) Max Grav 8=1117(LC 1), 2=902(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2287/1393, 3-4=-1272/820, 4-5=-425/303 BOT CHORD 2-13=-1645/2101, 12-13=-1641/2088, 10-12=-865/1128, 8-9=10791808, 5-9=-982/769 WEBS 3-13=0/307, 3-12=-959/769, 4-12=-222/491, 4-10=-710/598, 5-10=-457/761 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3 BuildingDesigner/ ner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 1 9 P fy 9 PP 9 q P •�r••,•• � �� �� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ��, : i \ �� iV ��l• ` 5) This truss has been designed for a 10.0 psf bottom chord live load no n co ncurrent with any other live loads. O!1 '2.2839j •� 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 rt I will fit between the bottom chord and any other members. �'• ' •'': 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=1b) y ,! I 8=790, 2=503. 9) This truss design requires that minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord.✓��jr� `�a'R;�•`.�� February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74M rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Wita 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 181113 BAYSHORE T22728574 2631828 All HALF HIP TRUSS 1 1 Job Reference o tional uuucers rlrstbource (Plant uity, FL), rrlant City, t-L - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:42 2021 Page 1 ID:9Bw560 W5AW DgVr6xU_a99jz45f?-JegJ KgVgGig6CkuzeofeAevXlSn W3_OQBnDvl JzoXzV 6-6-14 13-M 19-8-12 26-5-8 1-4-0 6-6-14 6-5-2 6-8-12 6-8-12 �1 5x8 = 2x4 11 6.00 12 4 17 18 5 19 Scale = 1:46.5 3x6 = 3x4 = 2x4 II 3X4 3x4 = 5x8 = 3x6 II 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 0.95 Vert(LL) 0.11 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 153 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-8, 6-8 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Harz 2=467(LC 12) Max Uplift 7=-700(LC 9), 2=-615(LC 12) Max Grav 7=1156(LC 17), 2=1 227(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2056/932, 3-4=-1401/698, 4-5=-917/545, 5-6=-917/545, 6-7=-1022/730 BOT CHORD 2-11=-115511862, 9-11=-115711856, 8-9=-725/1220 WEBS 3-11=0/273, 3-9=-732/490, 4-9=-147/594, 4-8=-423/281, 5-8=-404/554, 6-8=-752/1265 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 26-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=700,2=615. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MTelc® 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 ANSI7rPl1 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 181613 BAYSHORE T22728575 2631828 Al2 Half Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:44 2021 Page 1 ID:9Bw56OW5AWDgVr6xU a99jz45f?-G1n41WX4oK4gR22MICi6F3_xwFMWXv5je5i?6BzoXzT 14-0 5-8-8 11-0-0 18-8-12 265-8 1-4-0 5-8-8 5-3-9 7-8-12 7-8-12 �1 3x6 i 46 = 3x8 = Scale=1:46.7 3x4 11 16 17 b 18 6 3x8 = 3x4 = 2x4 II 7 6x8 = 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 0.65 Vert(LL) -0.30 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.63 10-13 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 142 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 7=-695(LC 9), 2=-630(LC 12) Max Grav 7=1133(LC 17), 2=1219(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1974/1038, 3-4=-1608/793, 4-5=-1406/800 BOT CHORD 2-1 0=-1 197/1810, 8-10=-700/1204, 7-8=400/1204 WEBS 3-10=-463/443, 4-10=-28/409, 5-10=-1681251, 5-8=0/381, 5-7=-1451/844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 26-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=695, 2=630. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke 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 PlyTLOOT 18/6/3 BAYSHORE T22728576 2631828 A13 Half Hip Truss 1 ob Reference (optional) 31 iers First,,jource (Plant city, FL), Plant city, FL.- 33b67, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:46 2021 Page 1 I D:g Bw560 W 5AW DgVr6xU_ag9jz45f?-CPvgACYLKxKYg MCktd kaKU3F836v?rwO6 PB6A4zoXzR -1-4-0 4-10-0 9-0-0 17-8-12 26-5-8 1 4-0 4.16-0 4-2-0 8-8-12 8-8-12 5x8 = 5x8 = Scale = 1:46.7 4x6 = ' 15 16 17 b 18 6 3x6 = 3x4 = JX4 5x8 = 4x6 II 970-0 8-8-12 8-8-12 Plate Offsets (X,Y)— [4:0-5-8,0-2-4), [5:0-4-0,0-3-41, [7:Edge 0-3-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.75 Vert(CT)-0.2910-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 137 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-8, 6-8 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 7=-691(LC 9), 2=-641(LC 12) Max Grav 7=972(LC 1), 2=1047(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1761/1079, 3-4=-1516/900, 4-5=-1350/902, 5-6=-1350/902, 6-7=-890/731 BOT CHORD 2-1 0=-1 183/1551, 8-10=-887/1324 WEBS 4-10=-58/421, 5-8=-535/673, 6-8=-980/1475, 3-10=-301/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 263-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=691, 2=641. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 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 ANSI7TPN 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 LOT 1111613 BAYS RE T22728577 2631828 A14 Half Hip Truss 1 1 Jab Reference (optional) Builders FlrstScurce (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:47 2021 Page 1 I D:9 Bw56O W 5AW DgVr6xU_a99jz45f?-gcTCOYZz5 FSPI VnxRLFpth cOyTQ9kD NAL3xfl WzoxzQ -1-4-0 7-0-0 13-6-7 19-11-1 - 26-5-8 1-4-0 7-0-0 6-6-7 6-4-11 6-6-7 Scale: 1/4"=l' 4x6 = 4x10 MT20HS 5- 6x8 = 6xB = 15 4xl0 MT20HS = 2x4 11 6x12 MT20HS = 3x4 = 5x6 11 7 6x12 MT20HS = 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 0.92 Vert(LL) . 0.42 9 >755 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.88 Vert(CT) -0.43 9-11 >736 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) -0.16 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlihs, 5-6: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-1-10 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 4-11, 4-8 4-11,4-8,5-7: 2x4 SP No.2 2 Rows at 1/3 pts 5-7 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=281(LC 8) Max Uplift 7=-2001(LC 5), 2=-1708(LC 8) Max Grav 7=2822(LC 13), 2=2623(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5205/3232, 3-4=-4686/3013, 4-5=-4100/2860, 6-7=-454/504 BOT CHORD 2-11=-2981/4618, 9-11=-3743/5628, 8-9=-3743/5628, 7-8=-2860/4100 WEBS 3-11=-861/1670, 4-11=-1169/953, 4-9=0/398, 4-8=-1749/1141, 5-8=-363/1139, 5-7=-4598/3204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=2001,2=1708. 9) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 899 lb down and 520 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-118(F=-64), 11-12=-20, 7-11=-44(F=-24) Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5119/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 February 4,2021 Job Truss Truss Type Qty Ply LOT 18161311AYSHORE T22728577 2631828 A14 Half Hip Truss 1 1 Job Reference (optional) uu triartt �Ry. FL), riant City, FL - oaoor, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:47 2021 Page 2 ID:9Bw560 W5AW DgVr6xU_a99jz45f?-gcTCOYZz5FSPIVnxRLFpthcOyTQ9kDNAL3xfii WzoXzQ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 11=-475(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5f19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPIf 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 18/6/3 BAYSHORE T22728578 TJ.b 2631828 B01 Common Truss 1 Reference o tional uawuurea trnam wy, r�l, riarn i.ny, rL - aaoor, 8.43U s Nov 3U 2UZU MI I ek Industries, Inc. Thu Feb 4 10:51:49 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-cbzoDbDdsi6XpwJYmHHy6hvDG16CJ4SoNQmnpzoXzO 1-4-0 9-8-0 19-4-0 20-8-0 1-4-0 9-8-0 9-8-0 Scale = 1:36.4 4x6 = 54 = Plate Offsets (X;Y)— [2:0-4-0,0-3-11, [12:0-4-0,0-3-11, [17:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 13 nlr 120 MT20 244/190 TCDL 7.0 LumberDOL U5 BC 0.08 Vert(CT) -0.00- 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 rile n/a BCDL 10.0 Code FBC20201TP12014 MatrixSH Weight: 101 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 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-4-0. (lb) - Max Horz 2=-184(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-202(LC 12), 12=-202(LC 12), 18=-116(LC 12), 19=-117(LC 12), 20=-134(LC 12), 16=-116(LC 12), 15=-117(LC 12), 14=-134(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 6-7=-100/321, 7-8=-100/321 WEBS 4-20=-166/291, 10-14=-170/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 9-8-0, Comer(3R) 9-8-0 to 12-8-0, Exterior(2N) 12-8-0 to 20-8-0 zone;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) Building Designer / Project engineer responsible for verifying applied roof live load shown'covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 cc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 2, 202 lb uplift at joint 12, 116 lb uplift at joint 18, 117 lb uplift atjoint 19, 134lb uplift at joint 20, 116 lb uplift at joint 16, 117lb uplift at joint 15 and 134 lb uplift at joint 14. 12) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. February 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 vedfy 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 181613 BAYSHORE T22728579 2631828 802 Common Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:50 2021 Page 1 ID:9Bw560 W5AW DgVr6xU_a99jz45f?-4A9LOZbrOAgzgzV W6ToW UJE14gTgxkMc119KJrzoXzN -1-4-0 5-2-9 9-8-0 14-1-7 19-4-0 20-M 1-4-0 5-2-9 4-5-7 1 4-5-7 5-2-9 Scale = 1:35.3 4x6 = ITo 3x6 = 5x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 7.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=196(LC 11) Max Uplift 2=-517(LC 12), 6=-517(LC 12) Max Grav 2=787(LC 1), 6=787(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/1000, 34=-899/765, 4-5=-899/765, 5-6=-1183/1000 BOT CHORD 2-8=-716/1036, 6-8=-743/1036 WEBS 4-8=-333/557, 5-8=364/476, 3-8=-363/476 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.14 8-14 >999 240 MT20 2441190 Vert(CT) -0.29 8-14 >805 180 Horz(CT) 0.03 6 n/a n/a Weight: 87 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-8-0, Exterior(2R) 9-8-0 to 12-8-0, Interior(1) 12-8-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 2 and 517 Ito uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'C� 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 ANS11nPll Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty 18/6/3 BAYSHORE ��Job T22728580 2631828 B03 Common Truss 5 + eference (optional) f Irsiaource trianr Lary, t-Lj, cram City, t-L - 3:5bbf, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:51 2021 Page 1 ID:9Bw560 W5AWDgVr6xU_a99jz45f?-ZNijDvcT8Tygn74igAW l XnCe4oLgBolFhvtrizoXzM 4-10-1 9-3-8 13-8-15 18-11-8 20-3-8 4-10-1 4-5-7 4-5-7 5-2-9 1-4-0 46 = 4x6 = 5x8 = 3x6 = Scale = 1:33.9 to LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.14 7-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.30 7-13 >770 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-3-8, 5=0-8-0 Max Horz 1=-191(LC 10) Max Uplift 1=-390(LC 12), 5=-514(LC 12) Max Grav 1=699(LC 1), 5=776(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1132/992, 2-3=-867/768, 3-4=-871/756, 4-5=-1155/1007 BOT CHORD 1-7=-700/970, 5-7=-747/1012 WEBS 3-7=-330/527, 4-7=-364/482, 2-7=-316/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-3-8, Exterior(2R) 9-3-8 to 12-3-8, Interior(1) 12-3-8 to 20-3-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 1 and 514 lb uplift at joint 5. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTIEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 properly damage. For general guidance regarding the fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 181613 BAYSHORE T22728581 2631828 B04 Half Hip Truss 1 1 Job Reference (optional) ers Firs Source (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:52 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-1ZG5RFd6vn4hOHfuDur akJMeU7dPYOvULeQOkzoXzL -1-4-0 5-10-7 _ 10-0-0 14-5-12 18-11-8 1-4-0 5-10-7 4-1-9 4-5-12 4-5-12 Scale = 1:34.1 4x6 = 3x4 2x4 II = 4 13 5 14 6 i 3x6 = 3X8 — 6x8 = • 10-0-0 .18-11-8 10-0-0 8-11-8 Plate Offsets (X,Y)— (2:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.17 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.37 9-12 >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) -0:02 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 101 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 7=374(LC 12) Max Uplift 7=7500(LC 9), 2=-469(LC 12) Max Grav 7=694(LC 1), 2=771(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-681/524, 2-3=-1105/707, 3-4=-821/503 BOT CHORD 2-9=-498/961, 7-9=-116/464 WEBS 5-7=-686/595, 5-9=-210/350, 3-9=-367/440 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-5-12, Interior(1) 14-5-12 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 600 lb uplift at joint 7 and 469 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728582 2631828 B05 Half Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:53 2021 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-VlgTebekg5CYOQE4nbMD6ysSduUT8xu2j?O_wAzoXzK -1-4-0 7-0-12 12-0-0 18-11-8 1-4-0 7-0-12 4-11-3 - 6-11-8 I 5x6 = 11 12 46 = 3x6 i 5x12 = 3x6 II Scale=1:38.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.71 Vert(LL) -0.36 7-10 >625 240 -PLATES MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.76 7-10 >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 100 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. 2-7: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 6=436(LC 12) Max Uplift 6=-469(LC 9), 2=-450(LC 12) Max Grav 6=835(LC 17), 2=891(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-735/603, 4-5=-676/444, 2-3=-1147/604, 3-4=-809/391 BOT CHORD 2-7=-385/993, 6-7=-180/460 WEBS 5-7=-569/878, 3-7=-469/483 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-0-0, Extedor(2R) 12-0-0 to 16-2-15, Interior(1) 16-2-15 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 469 lb uplift at joint 6 and 450 Ib uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek0 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 ANS//rpii Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 181613 BAYS ORE T22728583 2631828 B06 Half Hip Truss 1 1 o....,_._ �.._.�_..__ Job Reference fontional �1 6.43u s NOV 30 2020 MiTek Industries, Inc. Thu Feb 410:51:54 2021 Page 1 ID:9Bw56OW5AW DgVr6xU—ag9jz45f?-zyOrsxfMROKPeapHLJtSf9PgwHuotQmByf7XSczoXzJ -1-4-0 7-11-9 14-0-0 18-11-8 1-4-0 7-11-9 6-0-7 4-11-8 46 = 3x4 = Scale = 1:42.9 6.00 12 4 13 14 3x4 = - 2x4 11 3x4 = 63x8 = 3x6 11 7-11-9 14-0-0 - 18-11-8 7-11-9 6-0-7 4-11-8 Plate Offsets (X,Y)— [3:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.15 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.21 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) -0.02 2 n/a rile BCDL' 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 109 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No:3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 6=498(LC 12) Max Uplift 6=-469(LC 12), 2=-429(LC 12) Max Grav 6=694(LC 1), 2=771(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-649/628, 4-5=-360/321, 2-3=-1049/476, 3-4=-490/253 BOT CHORD 2-9=-259/886, 7-9=-260/882, 6-7=-218/534 WEBS 5-7=-568/639, 4-7=-85/258, 3-9=0/310, 3-7=-666/543 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 469 lb uplift at joint 6 and 429 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 .. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSUTPN 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 LOT 18/6/3 BAYSHORE T22728584 2631828 B07 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:55 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f7-R8yE3Hf CiTGFkOTvOOhBNxgXhCfcrYLAJt5_3zoXzl -1-4-0 8-4-11 16-0-0 18-11-8 1-4-0 8-4-11 7-7-4 2-11-8 M 91 5x6 i 3x4 = Scale=1:48.5 annFiq_ 3x4 = 2x4 II 3x4 = 3x8 = 3x6 II 8-4-11 7-7-4 2-11-8 Plate Offsets (X,Y)— [2:0-0-8,Edge1, [3:04-0,0-3-01, [4:0-3-0,0-2-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lop) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.17 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.23 9-12 >986 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 115 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 4-7: 2x4 SP No.2 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 6=560(LC 12) Max Uplift 6=-494(LC 12), 2=-404(LC 12) Max Grav 6=697(LC 17), 2=771(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-686/634, 2-3=-1037/386, 3-4=-350/91 BOT CHORD 2-9=-175/876, 7-9=177/872, 6-7=-254/601 WEBS 4-7=-172/388, 3-9=0/353, 3-7=-792/630, 5-7=-629/696 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 3-7 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 16-0-0, Exterior(2E) 16-0-0 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 494 lb uplift at joint 6 and 404 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ®WARNING -Verify design pammelers 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 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 18/6/3 BAYSHORE 2631828 B08 Half Hip Truss 1 1 T22728585 Ia. n 10.E ri"M ...,.. rcl� rn., cr I of . r:... c Job Reference o tional ����• 0.143us NOV 3U ZUZU MI IeK Industries, Inc. Thu Feb 410:51:56 2021 Page 1 ID:9Bw560W5AWDgVr6xU_a99jz45f?-vKWcGdgczOb7tuzfSkvwkaU O5XmLHLUPzceXVzoXzH 1 4-0 8-11-2 17-0-0 18-1.1-8 1 4-0 8-11-2 8-0-14 1-11-8 5x6 , 3x4 = 6.00 3x4 = 3%4 3x8 = 3x6 II 2x4 II LOADING (pso SPACING- 2-0-0 TCLL" 20.0 Plate Gdp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPl2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 6=591(LC 12) Max Uplift 6=-508(LC 12), 2=-390(LC 12) Max Grav 6=708(LC 17), 2=771(LC 1) 1-8 Scale = 1:53.1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.68 Vert(LL) 0.21 9-12 >999 240 MT20 244/190 BC 0.72 Vert(CT) -0.29 9-12 >786 180 WB 0.95 Horz(CT) -0.02 2 n/a n/a Matrix -AS Weight: 119 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 4-7, 3-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-713/594, 2-3=-1009/319, 3-4=-276/16 BOT CHORD 2-9=-107/847, 7-9=-108/844, 6-7=-269/632 WEBS 4-7=-224/455, 3-7=-845/667, 3-9=0/375, 5-7=-662/753 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2E) 17-0-0 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 508 lb uplift at joint 6 and 390 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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-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 18/6/3 BAYSHORE T22728586 2631828 C1 JACK -OPEN TRUSS 4 1 • Job Reference (optional) Mary My, rL - a000r, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:56 2021 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-vKWcGdgczOb7tuzfSkvwkaU415iELV9UPzceXVzoXzH -1-4-0 0-11-4 1-4-0 - 0-11-4 Scale =1:7.6 Y 0 cp 0 N O 0-11-4 0.11-4 Plate Offsets (X,Y)— [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -MP. Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom' chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift atjoint 3, 227 Ib uplift atjoint 2 and 15 lb uplift at joint 4. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicabilityof 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 MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 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 18/6/3 BAYSHORE T22728587 2631828 C1P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:51:57 2021 Page 1 ID:9Ut4suLKhBMvwtels_xvQgyOsc?-NX4 UzhEkJj_V2XsOR09HoOFnV1T4yPeedMB3xzoXzG -1-4-0 0-11-4 1.4-0 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 n/a _ n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-21(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 246 lb uplift at joint 2 and 21 lb uplift at joint 4. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekaO 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 WOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP11 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 Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728588 2631828 C3 JACK -OPEN TRUSS 4 1 Job Reference (optional) 1-4-0 o.gau s niuv ou zuzu MI I eK Inciusines, Inc. I nu t-eb 4 1 u:bl:b8 2u21 vage 1 I D:9Bw560 W5AW DgVr6xU_ag9jz45f.2-rjeMhlisVdrr6C62a9yOp?ZQXvMTpPfnsH5lbOzoXzF 2-11-4 N uJ Scale = 1:12.7 2-11-4 =.2-1.1-4 Plate Offsets (X,Y)— [2:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. _ in (loc) I/defl L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) , -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/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 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 Mak Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Gram 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 183 lb uplift at joint 2. February 4,2021 ® WARNING -Verify design parameters and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19f2020 BEFORE USE. ��' Design valid for use only with MITek® connectors: This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANS//rP/1 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 Type 2631828 IC3P (Jack-0pen Ply 4 I 1 T22728589 City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:51:59 2021 Page 1 ID:9 Ut4su LKh B Mvwtels_xvQgyOsc?-KvBkveiV GxzikLh E8sTd MD6b G IikYrvx5xrl8gzoXzE -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 1 2-11-4 2-11-4.. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/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 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=59(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft;.eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 245 lb uplift at joint 2 and 45 lb uplift at joint 4. February 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5142020 BEFORE USE. Design valid for use only with MTek® 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 1� A'r�l.Il' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 181613 BAYSHORE T22728590 2631828 CS JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:00 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-o6176J71E5ZMVGRhZ suQeiFiycH184KaargGroxzD 1 4 0 4-11-4 1-4-0 1 4-11-4 3x4 = Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >887 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=122(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriof(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ,® 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 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 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 ANSWPl7 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 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728591 2631828 CSP JACK -OPEN 4 1 1 Job Reference (optional ce (mant Laty, rL), 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 Plant aty, FL - 33bbt, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:01 2021 Page 1 ID:9Ut4suLKhBMvwtels_xvQgyOsc?-G IJVKKkloYDP_frdFHV5ReStO6Jk010 DZEKPCizoXzC -1-41 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 N 9 N SPACING- 2-0-0 CSI. DEFL. in floc) Ydefl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.08 4-7 >758 240 MT20 244/190 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.06 4-7 >964 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Code FBC2020rrP12014 Matrix -AS Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=214(LC 10) Max Uplift 3=-145(LC 10), 2=-300(LC 10), 4=-81(LC 10) Max Grav 3=114(LC 1), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3, 300 lb uplift at joint 2 and 81 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with 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 andfor chord members only. Additional temporary and permanent bracing MTek` 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/t Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ty Ply LOT 111613BAYSHORET22728592 71Q 2631828 D01 GABLE 1 Job Reference o tional v ­ y' 1, Y. - Qj­ f, 0.4Ju S N0V JU ZUZU mi I eK Inauslrles, Inc. I nu Feb 4 10:52:04 2021 Page 1 ID:9Bw560 W5AWDgVr6xU_a99jz45f?-gt?dyMmd5Tb_r7aCwP2o3GpO4JHkD3?gFCY3pl zoXz9 -1-4-0 6-8-0 9-4-0 12-0-0 18-8-0 20-0-0 1'-0 6-8-0 2-7-15 2-8-0 6-8-0 1-4-0 5x8 4x6 = 5x8 Scale=1:35.3 IY 0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.12 13-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.25 13-23 >546 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 24 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-13: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-8-0 except Qt=length) 2=0-8-0. (lb) - Max Horz 2=178(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-479(LC 12), 8=-401(LC 12), 12=-125(LC 12), 11=-115(LC 1), 10=-154(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 11 except 2=706(LC 1), 8=527(LC 1), 10=270(LC 1), 8=527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-900/788, 4-5=-692/665, 5-6=-682/673, 6-8=-878/779 BOT CHORD 2-13=-518/801, 12-13=-513/745, 11-12=-513/745, 10-11=-513/745, 8-10=-513/745 WEBS 5-13=-492/541, 6-13=-287/448, 4-13=-358/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-4-0, Exterior(2R) 9-4-0 to 12-1-3, Interior(1) 12-1-3 to 20-0-0 zone;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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift atjoint 2, 401 lb uplift at joint 8, 125 lb uplift atjoint 12,115 lb uplift atjoint 11, 154 lb uplift atjoint 10 and 401 lb uplift atjoint 8. Continued on page 2 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MTekO 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 busses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 February 4,2021 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728592 2631828 D01 GABLE 1 1 Job Reference (optional) ,..,,....,....,mac"—. 1 v,q,, 11, ,... vny, -wu , NOTES- o.4Ju s Nov ou zuzu mi I eK Inaustrles, Inc. I nu Feb 4 10:52:04 2021 Page 2 ID:9Bw560W5AW DgVr6xU_a99jz45f?-gt?dyMmd5Tb_r7aCwP2o3GpO4JHkD3?gFCY3p 1 zoXz9 11) This truss, design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTekO 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 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 ANSI/7PIf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke 3ast Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728593 2631828 D02 Special Truss 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 5x6 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:07 2021 3-9-4 Scale = 1:35.4 Io 3x4 = 3x4 = 1 3x4 = 1.5x8 STP = 3x4 = 3x4 = 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 0.49 Vert(LL) 0.21 7-12 >409 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.17 7-12 >509 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=1-0-12, 2=0-8-0, 7=0-8-0 Max Ho¢ 2=188(LC 11) Max Uplift 6=-250(LC 12), 2=-322(LC 12), 7=-633(LC 12) Max Grav 6=223(LC 22), 2=454(LC 21), 7=806(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/347, 3-4=-323/315 BOT CHORD 2-9=-209/454 WEBS 4-7=-528/325, 5-7=287/526, 4-9=263/433, 3-9=-289/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;'TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior(1)12-4-0 to 18-8-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 6, 322 lb uplift at joint 2 and 633 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f 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 1816/3 BAYSHORE T22728594 2631828 D03 Common Girder 1 2 Job Reference (optional) (Plant pity, FL), rlant Lary, rl_ - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:52:08 2021 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-ZeE8ojp88i5QJktz9F7kD6_6Vwk_9n W FAq WHyozoXz5 -1-4-0 7-1-8 9-4-0 11-8-0 1, 7-1-8 2-2-8 2-4-0 i 5x6 11 b 3x6 = 1.5x8 STP = zi 6x8 = Scale = 1:32.8 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7,5-6: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=284(LC 8) Max Uplift 2=-1271(LC 8), 6=-2650(LC 8) Max Grav 2=2265(LC 13), 6=5209(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4639/2387, 3-4=-4627/2547 BOT CHORD 2-7=-2218/4133, 6-7=-859/1612 WEBS 3-7=-248/337, 4-7=-3151/5847, 4-6=-3575/1913 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1271 lb uplift at joint 2 and 2650. lb uplift at joint 6. �9) Girder carries tie-in span(s): 42-0-0 from 8-1-8 to 11-8-0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3482 lb down and 1935 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 Continued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and 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 February 4,2021 Job Truss Truss Type Qty Ply LOT 18/613 BAYSHORE T22728594 2631828 t D03 Common Girder 1 2 Job Reference (optional) 111— trmnr �ny, rL/, rienr uny, rL - a000r, 1:5.4Ju S NOV 3U ZUZU MI I eK Industries, Inc. Thu Feb 4 10:52:08 2021 Page 2 I D:9Bw560 W5AW DgVr6xU_a99jz45f?-ZeE8ojp88i5QJktz9F7kD6_6Vwk_9nW FAgWHyozoXz5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 2-10=-20, 6-10=-748(F=-728) Concentrated Loads (Ib) Vert: 7=-3434(F) ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not OFa truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 Ply LOT 18/6/3 BAYSHORE ]Qty— T22728595 2631828 E7 JACK -OPEN TRUSS 28 1 Job Reference (optional) .......................,..,...�. ...,. ,.�, ter. „�,,. „r.,�-,,.,., , I 3x6 = rvuv ou cuzu ivu r uK maustneb, inc. r nu reo 4 1u:t)z:u9 zuzl rage 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-1 qoW?3gmv?DHxuS9jyezmKW9BKymuNNPOUGgUFzoXz4 7-0-0 7-0-0 z Scale = 1:23.0 11OLU Vnbelb ^ i J— tL:V-u-'r,Cu e1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.20 4-7 >411 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 401 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC12), 2=-217(LC 12) Max Grav 3=183(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconburrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 end 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 Qly Ply LOT 18161311AYSHORE T22728596 2631828 E7P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:11 2021 Page 1 I D:g U t4su LKh BMvwtels_xvQgyOsc?-zDwHQIsO Rd U?ACcYrNhPilcT28 g P MHtisolxZ7zoXz2 -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.16 4-6 >512 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.14 4-6 >606 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-188(LC 12), 2=-367(LC 12), 4=-146(LC 12) Max Grav 3=148(LC 17), 2=336(LC 1), 4=139(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 3, 367 lb uplift at joint 2 and 146 lb uplift at joint 4. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job BI Truss Truss Type Qty Ply LOT 18I613 BAYSHORE T22728597 2631828 F01 Common Truss 1 1 ' Job Reference (optional) ul ders FlrstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:52:12 2021 Page 1 I D:9 Bw560 W 5AW DgVr6xU_a9gjz45f?-RPUfd5sfCwcsoLBkO5CgOy8gGY8P5i7r4SU U5azoXzl 1-4--4- 0 5-10-0 11-8-0 13-M 10 5-10-0 5-10-0 - 14-0 Scale = 1:23.7 4x6 = LX4 11 2x4 11 2x4 11 11-8-0 Plate Offsets (X,Y)— [2:0-4-0,0-3-11,[8:0-4-0 0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Weight: 57 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-8-0. (lb) - Max Horz 2=-116(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-221(LC 12), 8=-221(LC. 12),12=-151(LC 12), 10=-151(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11 except 12=258(LC 17), 10=261(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-12=-216/433, 6-10=-215/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=25ft; B=45ft; L=24ff; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 5-10-0, Comer(3R) 5-10-0 to 8-10-0, Exterior(2N) 8-10-0 to 13-0-0 zone;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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 Do. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. IfACQ, 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 2, 221 lb uplift at joint 8, 151 lb uplift at joint 12 and 151 lb uplift atjoint 10. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with Mi reW connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe�Il_ 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728598 2631828 F02 Common Truss 1 1 Job Reference (optional) t ,a , Amy, I'll near i uy, rL - ooaor, 6.43U s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:52:14 2021 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-NobP2nuvkYsZ1 fL7W WE8TNE6aLj3Zd48Ymzb9Szoxz? 1 4-0 5-10-0 11-8-0 13-0-0 1-4-0 5-10-0 5-10-0 14-0 Scale=1:23.2 5x6 = 3x4 = 3x4 = riare urrsers (A,TI— I2:U-1-4,U-U-ZI 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 0.51 Vert(LL) 0.06 6712 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 6-9 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 46 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-127(LC 10) Max Uplift 2=-357(LC 12), 4=-357(LC 12) Max Grav 2=504(LC 1), 4=504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/652, 3-4=-599/652 BOT CHORD 2-6=-333/485, 4-6=-333/485 WEBS 3-6=-17/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1 -4-0 to 1-8-0, Interior(1) 1-8-0 to 5-10-0, Exterior(21R) 5-10-0 to 8-10-0, Intedor(1) 8-10-0 to 13-0-0 zone;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 357 lb uplift at joint 2 and 357 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety informaffon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE 2631828 H7 DIAGONAL HIP GIRDER 2 1 T22728599 Job Reference o tional Mal Ir .,ny, 11I, nala City, n-- oaoo/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:52:15 2021 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-s_9oG6vXVr QfpwJ4DIN?bmDhl2gl_mHnQj8iuzoXz_ -1-10-10 4-6-6 9-10-13 1-10-10 4-6-6 - 5-4-7 Scale = 1:22.8 Iv 0 c6 4-6-6 - .5-4-7 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 0.74 Vert(LL) 0.07 6-7 >999 . 240 MT20 244/190 TCDL 7.6 LumberDOL 1.25 BC 0.61 Vert(CT) -0.13 6-7 >936 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 43 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=-309(LC 8), 2=-274(LC 8), 5=-103(LC 8) Max Grav 4=305(LC 13), 2=412(LC 1), 5=335(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-831/246 BOT CHORD 2-7=-501/780, 6-7=-501/780 WEBS 3-7=0/277, 3-6=-821/527 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 4, 274 lb uplift at' joint 2 and 103 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 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) February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use 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 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 ANSWPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ILOT18/6/3BAYSHORE T22728600 2631828 H7P Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:16 2021 Page 1 ID:9Ut4suLKhBMvwtels_xvQgyOsc?-KBjATSw9G96HHzUVdxGcYoJRe9PS1TaR?4SiDLzoXyz -1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-7 - Scale = 1:22.7 J~~ 3x4 = 5-2-5 4-7-11 0- 112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.12 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.02 5 n/a n/a BCDL 10.01 Code FBC2020lrP12014 Matrix-MSH Weight: 43 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 5=Mechanical Max Harz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-624(LC 8), 5=-437(LC 8) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD2-3=-765/815 BOT CHORD 2-7=-894/693, 6-7=894/693 WEBS 3-7=-266/286, 3-6=-752/971 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 Ib uplift at joint 4, 624 Ib uplift at joint 2 and 437 Ib uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 60 Ib up at 1-5-12, 3 Ib down and 60 Ib up at 1-5-12, 5 Ib down and 87 Ib up at 4-3-11, 5 Ib down and 87 Ib up at 4-3-11, and 37lb down and 167 Ib up at 7-1-10, and 37 Ib down and 167 Ib up at 7-1-10 on top chord, and 11 Ib up at 1-5-12, 11 Ib up at 1-5-12, 5 Ib down and 4 Ib up at 4-3-11, 5 Ib down and 4 Ib up at 4-3-11, and 29 Ib down and 47 Ib up at 7-1-10, and 29 Ib down and 47lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) " Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. &1912020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oly Ply �ILOT111613BAYSHORE T22728601 2631828 P03 Hip Girder 1 1 Job Reference (optional) Builders Firs Source (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:18 2021 Page 1 ID:9Ut4suLKhBMvwlels_xvQgyOsc?-GZrNu8xPomM?W Geul W 4dDOjty?mVN?kTOyolDzoXyx -1-4-0 3-9-4 7-0-0 10-0-0 13-0.0 16-2-12 20-0-0 21-4-0 1-4-0 3-9-4 3-2-12 3-0-0 3-0-0 3-2-12 3-94 14-0 5x6 i 3x8 = 5x6 3 18 4 19 5 vxo — 2x4 II 3x4 = 3x6 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber COL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-149(LC 6) Max Uplift 2=-1884(LC 8), 6=-1909(LC 8) Max Grav 2=1482(LC 1), 6=1496(LC 1) Scale = 1:36.9 CSI. DEFL. in (loc) Vdefl - Ltd PLATES GRIP TC 0.81 -Vert(LL) 0.33 8-17 >728 240 MT20 2441.190 BC 0.85 Vert(CT) 0.26 8-17 >910 180 WB 0.30 Horz(CT) -0.11 6 n/a n/a Matrix-MSH Weight: 94 lb FT = 20%' BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2658/3321, 3-4=-2336/3099, 4-5=-2362/3145, 5-6=-2689/3376 BOT CHORD 2-11=-2778/2306, 9-11=-3012/2485, 8-9=-3012/2485, 6-8=-2827/2334 WEBS 3-11=-1012/775, 4-11=-350/501, 4-8=-296/342, 5-8=-944/731 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=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) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1884 lb uplift at joint 2 and 1909 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 245 lb up at 7-0-0, 119 lb down and 239 lb up at 9-0-12, and 119 lb down and 239 lb up at 10-11-4, and 214 lb down and 436 lb up at 13-0-0 on top chord, and 358 lb down and 494 lb up at 7-0-0, 79 lb down and 89 lb up at 9-0-12, and 79 lb down and 89 lb up at 10-11-4, and 358 lb down and 494 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of _ others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1Tel.' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MRR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 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 February 4,2021 Job Truss Truss Type Qty Ply LOT 18/6/3 BAYSHORE T22728601 2631828 P03 Hip Girder 1 1 Job Reference (optional) tiullDers rtrst5ource (mant ury, t-L), Ylant Uny, rL - 33557, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 10:52:18 2021 Page 2 ID:9Ut4suLKhBMvwtels_xvQgyOsc?-GZrwu8xPomM? WGeulLJ4dDOjty?mVN?kTOyolDzoXyx LOAD CASE(S) Standard ' Concentrated Loads (Ib) Vert: 3=119(F) 5=-167(F) 11=-358(F) 8=-358(F) 18=-119(F) 19=-119(F) 20=-57(F) 21=-57(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 MT&O 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 ANSI7Tpll 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 LOT 18/6/3 BAYSHORET227286022631828 77TYP'y PO4 Hip 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:62:19 2021 Page 1 I D:9 Ut4su LKh BMvwtels_xvQgyOsc?-km Pl5Uy2Y4Us8Q D4J3gJARxvAM Lh Eq Lth 2hMggzoXyw -1-4-0 6-3-4 9-0-0 11-0-0 13-11-4 20-" 21.4-0 1-4-0 6-3-4 2-_1 2 2-0-0 2-11 4 6-0-12 1-4-0 3x6 5x6 = 5x6 = 3x4 = 4x° 3x4 = r Scale = 1:36.9 0 6 a Io LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (IDc) Udefi L/d ;PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.48 11-14 >496 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.3911-14 >623 180 BCLL 0.0 Rep Stress Incr YES NB 0.29 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 92 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=184(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-118311484, 3-4=-971/1346, 4-5=-823/1201, 5-6=-971/1346, 6-7=-1183/1484 BOT CHORD 2-11 =1 172/1024, 9-11=-843/823, 7-9=-114611024 WEBS 4-11=-710/338, 5-9=-710/338, 3-11=-332/510, 6-9=-332/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-4-0 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. -` Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 18/6/3 BAYSHORE T22728603 2631828 PB1 Piggyback 3 1 r ■ Job Reference (optional) Iduilclers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 410:52:20 2021 Page 1 lb:gBw560W5AW DgVr6xU_a99jz45f?-CyzhJgzgJOcjlaoHsm LYieT6AmsOzKQOw!RvM6zoXyv 5-0-0 10-0-0 5-M 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 4x6 = 2x4 11 2x4 = Scale=1:17.1 1u_0_0 CS1. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.63 Vert(LL) 0.01 5 n/r 120 MT20 244/190 BC 0.16 Vert(CT) , 0.02 5 n/r 120 WB 0.11 Horz(CT) 0.00 4 n/a n/a Matrix-P Weight: 31 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=8-1-6, 4=8-1-6, 6=8-1-6 Max Horz 2=83(LC 11) Max Uplift 2=-175(LC 12), 4=-175(LC 12), 6=-92(LC 12) Max Grav 2=186(LC 1), 4=186(LC 1), 6=292(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-205/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 9-7-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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 175 lb uplift at joint 2, 175 lb uplift at joint and 92 lb uplift at joint 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511*912020 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 property incorporate this design into the overall q 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 t♦Vl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/9 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 Qty FPggyb..kL 7PlyL.CT18/6/3BAYSHORET22728604 2631828 PB2 2r•a Builder- C: b Reference o tional •• � •� ��•-- � • •• • -- ••n • - n • •� • � •W . 8.430 s Nov au 2020 M e x industries, Inc. I n u Feb 4 10:52:22 2021 Page 1 0-0-0ID:9Bw56OW5AWDgVr6xU_a99jz45f?-8K4RkW_wr?sR?uyf BNOn3ZX1aYkRETJOOwOR?zoXyt 1 10-0-0 Scale = 1:17.0 46 = 4x6 = 3 4 10 6.00 FIT 9 0 2 5 6 1 0 00 I� 0 8 7 2x4 = 2x4 II 2x4 II 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 CSI. DEFL. in (loc) Vdefl L/d TC 0.28` ' Vert(LL) 0.00 6 n/r 120 BC 0.08 Vert(CT) 0.01 6 n/r 120 WB 0.07 Horz(CT) 0.00 5 We n/a Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings 8-1-6. (lb) - Max Horz 2=-65(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 7 except 2=-144(LC 12), 5=-144(LC 12) Max Grav All reactions 250 Ib or less at joints) 2, 5, 8, 7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 4-0-0, Exterior(2E) 4-0-0 to 9-7-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7 except Qt=lb) 2=144,5=144. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4.2021 ® 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 MTekO 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'C� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and 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 PlyTeference 18/613 BAYSHORE 2631828 PB3 Piggyback 2 T22728605 Ro tional ----- - ----- -- . •--•• -••, • -•-••• -••,- • - ----• - o.-.ou s rvuv ou c 4V [Al I en Inuustries, roc. I nu t-eo 4 1U:b2:24 2021 Pagel ID:9Bw56OW5AW DgVr6xU_a99jz45f7-51CB9BOANc69EB625cPUtUeuPNDrv8GcrJP7VtzoXyr 2-0-0 8-0-0 10-0-0 • 2-0-0 6-0-0 2-0-0 Scale = 1:17.0 3x4 = 3x8 11 3x4 = 6.00 12 3 9 4 10 5 o 2 �j °' g m d 7 11 yo 0 I� 0 8 2x4 — 2x4 = TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED -BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. 10-0-0 .10-0.0 Plate Offsets (X,Y)-- [3:0-2-0,0-2-81, [5:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 7 n1r 120 BCLL 0.0 Rep Stress Incr YES WS 0.12 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 28 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) 2=8-1-6, 6=8-1-6, 8=8-1-6 Max Horz 2=-30(LC 10) Max Uplift 2=-152(LC 12). 6=-152(LC 12), 8=-209(LC 8) Max Grav 2=180(LC 1), 6=180(LC 1), 8=303(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-214/330, 3-4=-199/308, 4-5=-199/308, 5-6=-215/331 WEBS 4-8=-229/396 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 2-0-0, Extedor(2R) 2-0-0 to 6-2-15, Interior(1) 6-2-15 to 8-0-0, Exterior(2E) 8-0-0 to 9-7-13 ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=152, 6=152, 8=209. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use onlywith MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, thebuilding 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 ANS117P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelyfnformadon available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ..r .. 'i tr.. ..47r.i ; .. i � .•. °; r^c.: . ,� .RBI: • .-'9lllc.� Jif.iFti�(�VRu.ip�/U�•;• ,..r. "5�,'�i'.; b�tsiz �(Ie.:atgx:... 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. 0-11fi r - -I- For 4 x 2 orientation, locate plates 0- 'r+8' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR71311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the .truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established. by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for trusssystem, 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 ANSIITPI 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 ANSIITPI 1 Quality Criteria. 21IThe design does not take into account ariy'dyhamic or other loads other than those`ezpressly%stated: � - .. � �� L '1 Z ,k.,..