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F Y rFDB258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES April 22, 2021 Building Department Ref: Adams Homes Lot: Lot 15 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8340 Amalfi Cir. Model: 2265 3CF CR LHG KA # 21-4472 Truss Company: Builders First Source Date of drawings: 4/21/21 Job No.: 2724261 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. *1`a I II It Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 4/22/2021 4/22/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" AB L O DT gee f \ No 87 6� •���cr�� m � w Si Luis Pablo Tor -'es, P.E. FL. # 87864 ■ I. 1, 1: 11 • 1: 11 1. 11 1: II 1 11 11 11 MIME ■1 PON _ _ Ims ■1® ®11 ■1® ®11 IONIAN, ■1® ®11 ■1® �11 III_ �■ il EXPOSED TO WIND • 1• 1 1 1 1 1 1 1 1 I' _il� II ��' 41■ = II � � 1■ _ , 1.� 1_ 11111111♦ I,. 1: 11 1 11 11 1. 11 • I- I. IF CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 835 490 /510 ILA' 7 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 IL6 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 tc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 J ID 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 I IF 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 tc 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 w 28 3X8NOP ❑O Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 04/22/2021 By: ES Submittal No.: Project No.: 21-4472 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 15 B13 OONDITIONS PRIOR TO APPROVAL FIELD BY BUILDER MAW WIND FORCE RESISTING SYSTENCC HYBRID WIND ASCE7.16 IMPORTANT ENCLOSED ERPO.SURE CATEGORY C OCCUPANCY CATEGORY B This Dmwing Must Be Approved And WIND IM RTANCE FACTOR 1.OD 0 MEN W INO IMPORT Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A= PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCIR2RENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL- 07 PSF TCDL: 10 PSF BY BCDL: 10 PSF BCDL• 6 PSF TOTAL: 37 PSF TOTAL* 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For Ali Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend �8'-0" bearing 10'-W bearing B ER Adams Homes PROJECT: Single Family BLOCK 160 MODEL: 2265 C OR CR 3CAR ADDRESS: 8340 AMALFI CIR LOT I BLOCK: 16 SUBDIVISION: I WATERSTONE CITY.. FT PIERCE DRAWN BY: KSANCHEZ JOB # . 2724261 DATE: I 04106r2021 I SCALE: I NTS PLAN DATE 1 2021 REVISIONS: 1. 2. -3. 4. 4408 Airport Road Plant City, FL 33663 Ph. (813) 305-1300 Fax (813) 305.1301 - MiTek' RE: 2724261 MiTek USA, Inc. LOT 15 PH3 / WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2724261 Lot/Block: 15 PH3 Model: 2265 CR 3CAR Address: 8340 AMALFI CIR Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 48 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 T23641638 A01 4/21/2021 21 T23641658 D19 4/21/2021 2 T23641639 A02 4/21/2021 22 T23641659 D21 4/21/2021 3 T23641640 A04 4/21/2021 23 T23641660 E7 4/21/2021 4 T23641641 B7C 4/21/2021 24 T23641661 E7G 4/21/2021 5 T23641642 B9C 4/21/2021 25 T23641662 E7S 4/21/2021 6 T23641643 B11C 4/21/2021 26 T23641663 E7V 4/21/2021 7 T23641644 B13C 4/21/2021 27 T23641664 E7V1 4/21/2021 8 T23641645 B15 4/21/2021 28 T23641665 E7V2 4/21/2021 9 T23641646 B17 4/21/2021 29 T23641666 E7V3 4/21/2021 10 T23641647 B19 4/21/2021 30 T23641667 E22 4/21/2021 11 T23641648 B21 4/21/2021 31 T23641668 G1 4/21/2021 12 T23641649 C1 4/21/2021 32 T23641669 G7 4/21/2021 13 T23641650 C3 4/21/2021 33 T23641670 G9 4/21/2021 14 T23641651 C5 4/21/2021 34 T23641671 G11 4/21/2021 15 T23641652 D7 4/21/2021 35 T23641672 G13 4/21/2021 16 T23641653 D9 4/21/2021 36 T23641673 G15 4/21/2021 17 T23641654 D11 4/21/2021 37 T23641674 G17 4/21/2021 18 T23641655 D13 4/21/2021 38 T23641675 G19 4/21/2021 19 T23641656 D 15 4/21/2021 39 T23641676 GX 4/21/2021 20 T23641657 D17 4/21/2021 40 T23641677 M 4/21/2021 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).RUIN Truss Design Engineer's Name: Velez, Joaquin G E N ''<�� � My license renewal date for the state of Florida is February 28, 2023. �� : ' vS�% �.0. Florida COA: 6634 N?AO 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 thedesigns comply with ANSI/TPI 1. These designs are based upon parametersshown (e.g., loads, supports, dimensions, shapes and design codes), which wereSgiven to MiTek. Any project specific information included is for MiTek i Q' customers file reference purpose only, and was not taken into in the account preparation of ���'c� R ���� these designs. MiTek has not independently verified the applicability of the design ♦ s ..:.. �? parameters or the designs for any particular building. Before use, the building designer design liltstilN A� should verify applicability of parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East alvd..Tampa FL 336.10 April 21, 2021 fat.- 1 of 2 Velez, Joaquin Y, RE: 2724261 - LOT 15 PH3 / WATERSTONE Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: 15 PH3 Address: 8340 AMALFI CIR City, County: Fort Pierce No. Seal# Truss Name Date 41 T23641678 M01 4/21/2021 42 T23641679 MG 4/21/2021 43 ' T23641680 MX 4/21/2021 44 T23641681 MX1 4/21/2021 45 T23641682 PB 4/21/2021 46 T23641683 PB1 4/21/2021 47 T23641684 R2 4/21/2021 48 T23641685 R7 4/21/202J MiTek USA, Inc. 6904 Parke East Blvd, Tampa, FL 33610-4115 Project Name: 2724261 Subdivision: WATERSTONE 2 of 2 State: FL Job r Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641638 2724261 A01 PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) - ------------ . - - -••, • • -,•- •• --w ����• , 0.40U s WWI Zc cUc I Ivn I eK Inuuscnes, Inc. I ue Apr zu 1 U:zu:uz zuz1 Nage 1 ID:6gD l0H2OVeg1 Nkl sxoNemzyuU LB-6gisg9LAH B5vi4k1 bWOsSjkMhV7zstNelerH UYzOrt? 1, 4-Q 5-4-0 8-11-0 15-1-0 21-0-0 25-8-0 31-1-13 36-2 11 42 7-8 Q4 0 Q 1-4-0 5-4-0 3-7-0 6-25 5-10-10 4-8-0 5-5-13 5-0-13 6-4-13 A. Scale = 1:82.3 5x6 = 3x4 i 3 ST1.5x8 STP = 26 IQ d 1 2 3x6 = 5x6 4 5x6 = 6.00 F12 6 7 4x6 527 5x6 = 30 31 16 32 15 33 14 29 - 3x4 = 3x6 = 3x8 = 19 18 2x4 II 6x8 = 17-4-8 3x4 1 8 5x6 9 � 0 ST1.5x8 STP = d 28 10I ti o 34 35 1312 N 3x4 = 3x6 = 4x6 = 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 0.55 Vert(LL) -0.19 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.35 12-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-18: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-438(LC 10), 18=856(LC 10), 10=-677(LC 10) Max Grav 2=377(LC 19), 18=1982(LC 15), 10=1623(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/729, 3-4=320/393, 4-5=-276/320, 5-6=-1639/1038, 6-7=-1539/1002, 7-8=-1748/1033,8-9=-2600/1261,9-10=2789/1311 BOT CHORD 2-19=601/263, 18-19=-601/263, 17-18=1776/692, 4-17=-338/275, 16-17=500/1469, 14-16=-369/1407,12-14=-727/1936,10-12=-974/2432 WEBS 3-18=397/786, 5-17=-1944/706, 5-16=0/297, 6-16=-108/284, 6-14=-83/444, 7-14=176/507, 8-14=794/466, 8-12=-143/675, 9-12=-367/298. 3-19=-492/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 16-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0, Exterior(2E) 40-0-0 to 44-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water.ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=438, 18=856, 10=677. IN 1 VF����,. No 68182 0. fill ��'• +�� O:. ST OF .: 4 '�•,•C 0R1p.P,., 111 Joaquin Velez PE No.681,82 MiTek USA, Inc' FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH 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 y s Truss Type City Ply LOT 15 PH3I WATERSTONE TArO2s T23641639 2724261 PIGGYBACK BASE TRUSS 1 1 Job Reference o tional r, Irstoource triant city, rl_l, runt L;Ity, rL - 335Pit, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:04 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-2Cpd5gMRpoMdxOuPjxQKY8ggSJr4KoLwlyKNYQzOrsz >•1-4-0� 4-10-2 8-11-0 15-1-6 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 44 0.q �1-4-0 4-10.2 4-0-14 6-2-6 5-10-10 4-8-0 5-5-13 5-0-13 6-4-13 5x6 = 5x6 = JI 19 4x6 = 3x8 II 3x6 -:�- 6x8 = B-11-0 I 6-11-0 7-Z-0 17-4-8 25-8-0 33-7-0 42-3-8 4b7-8 6-11-0 0-�3-0 8-5-8 8-3-6 7-11-0 8-8-8 0-T40 Scale = 1:82.0 date Utfsets (x Y)-- [2:0-2-9 0-1-8f [4:0-2-8 0-3-4f [7.0-3-0 0-2-0) [8:0-3-0 0-2-0f [10:0-3-0 0-3-0f [11:0-0-8 Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.25 19-22 >342 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.59 17-18 >718 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 cc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-6 cc bracing. 5-19: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 1 Row at midpt 6-18, 7-15 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 11=0-3-8 Max Horz 2=-421(LC 8) Max Uplift 2=-373(LC 10), 19=820(LC 10), 11=-711(LC 10) Max Grav 2=329(LC 21), 19=1984(LC 15). 11=171O(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/380, 3-5=309/408, 5-6=-444/548, 6-7=-1973/1191, 7-8=-1644/1061, 8-9=-1867/1100, 9-10=-2620/1273, 10-11=-2789/1311 BOT CHORD 2-19=326/146, 18-19=-1813/621, 5-18=483/362, 17-18=-690/1915, 15-17=450/1618, 13-15=-767/2005,11-13=-956/2405 WEBS 3-19=192/310, 6-18=-1996/605, 6-17=-179/372, 7-17=-240/606, 7-15=-106/336, 8-15=208/584, 9-15=-744/440, 9-13=-88/564, 10-13=-284/247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interjor(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0, Exterior(2E) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=373, 19=820, 11=711. �1111111f1j� 11IN V 11, .. E No .68182 S F �1I p ......... E� %, 111.1,1 Joaquin Velez PE No.68182 Nif lek USA, Inc. FL Cert 66M ,6904:15arke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AAISIYTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE TArOu4 T23641640 2724261 PIGGYBACK BASE TRUSS 1 1 Job Reference o tional s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:05 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-WPN?JAN3Z6U UZYTcHexZ4LMgBjBZ3la4_c4x4tzOrsy T1-4-q 6-3-0 13-71 21-0-0 25-8-0 28-10-0 34-11-0 42-3-8 1-4-0 6-3-0 7-4-8 7-4-8 4-8-0 3-2-0 6-1-0 7-4-8 m 0 5x6 = 6.00 ill2 5x6 = Scale = 1:81.6 —' 19 13 12 11 10 3x6 = 4x6 11 2x4 11 4x8 = 4x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.73 BC 0.85 WB 0.77 Matrix-MSH DEFL. in (loc) I/deft Lid Vert(LL) 0.17 19-22 >420 240 Vert(CT) -0.43 14-15 >999 180 Horz(CT) 0.09 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-19,7-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15. 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Horz 2=400(LC 9) Max Uplift 2=-282(LC 10), 19=862(LC 10), 10=-593(LC 10) Max Grav 2=274(LC 21). 19=1971(LC 15), 10=1623(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/423, 34=2211/1124, 4-5=-1858/1075, 5-6=1593/1061, 6-7=-2280/1349, 7-8=-2262/1200, 8-9=1902/914, 9-1 0=-1 506/792 BOT CHORD 18-19=-1931/912, 3-18=-1818/949, 17-18=-130/267, 15-17=-825/2121, 14-15=-566/1635, 7-14=286/313 WEBS 3-17=700/1874, 4-15=-502/335, 5-15=-129/589, 6-14=-470/1018, 11-14=-721/1719, 8-14=45/493, 8-11=-779/528, 9-11=-668/1593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; a%ltllll�l ,��. - ' - IN VF� <j• eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MVVFRS C-C �%% ��i� (directional) and Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R).•�,C�E 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone; left for N S+"•� porch exposed;C-C 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 N O 681 812 •o. 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. • =p �+ 6) This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • S �� O F will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb 0 i�iT ••;'C� uplift at joint(s) except at=lb) 2=282,19=862,10=593. O Q �.• ` `�� O R Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Cert 6634 .6904!Parke East Blvd. Tampa FL 33610 Data: = April 21,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. ��• Design valid for use 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 p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPI1 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 15 PH3 ERSTONE T23641641 2724261 137C HALF HIP TRUSS 1 Job Reference (optional) Duiniawuuwn tridnt Giiy, FL), riani City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:18 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-evfvl dXD W56edYz6Xtgc65P 1 vydjcBb_z7k71 cz0rsl L-0-q 3-9-4 7-0-0 13-5-6 19-10-12 26-4-2 33-9-4 39-3-8 46-8 0 1-4-0 3-9-4 3-2-12 6-5-0 6-5-6 6-5-6 7-5-2 5-6-4 7.4-8 Scale = 1:86.4 5x6 = 6.00 12 3x6 = 5x6 = 3x10 = 5x6 = 4x6 = 4x6 = 4 5 24 6 7 25 26 8 9 10 2x4 3 ST1.5x8 STP = 3 m m 1 2 12 4x6 = o SvR = 20 19 18 17 16 15 14 4x6 —_ 3x8 = 3x8 MT20HS — 3x10 = 2x4 II 6x8 = __ 3.50 12 ST1.5x8 STP = 2x4 I 3x8 3x4 11 33-9.4 7-0-0 13-SE 19-10-12 26-4-2 32-9-8 3 -8- 5 39-3-8 46-8-0 7-0-0 65-6 6-5E 6-5-6 6-5.6 -11- 5-6-4 7-4-8 Plate Offsets (X Y)-- [4:0-3-0,0-2-0] [6:0-3-0 0-3-0] [8:0-2-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.37 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 17-18 >843 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.13 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 482lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-3-0 Max Horz 2=243(LC 8) Max Uplift 11=-474(LC 5), 2=-1401(LC 8), 14=-2120(LC 8) Max Grav 11=953(LC 14), 2=2872(LC 13), 14=4189(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5753/2689, 3-4=-5622/2644, 4-5=-5121/2454, 5-6=-6666/3269, 6-7=-6666/3269, 7-8=-175/271, 8-9=535/798,9-10=-1856/948, 10-11=-823/565 BOT CHORD 2-20=2512/5135, 18-20=-3392/6914, 17-18=-3392/6914, 15-17=-2192/4520, 14-15=-2192/4520,13-14=-1718/1044,8-13=-833/686,12-13=986/1874 WEBS 4-20=760/1998, 5-20=-2118/1078, 5-18=0/400, 5-17=-283/198, 6-17=-795/676, 7-17=1230/2451, 7-15=0/466, 7-14=-5333/2635, 9-13=2755/1508, 9-12=-161/394, 10-12=-925/1800 Structural wood sheathing directly applied or 4-5-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 7-14 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. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; 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) Provide adequate drainage to prevent water ponding. 7) 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=474, 2=1401, 14=2120. 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 Daae 2 ,`��QP`(j U I N 1 VFW No 68.182 9� SkF ,OfV A 1EN� 111.1_I, Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: Anril 91 qf1,)1 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 chard members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 2724261 Truss Type B7C I HALF HIP TRUSS Qty I Ply T23641641 Builders FirstSource (Plant _ Job Reference (optional) 8:430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:18 2021 Page i ID:6gDIOH2OVeg1Nk1sxoNemzyuULB-evfvldXDW56edYz6Xtgc65P1vydjcBb_z7k7lczOrsl NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 304 lb up at 7-0-0 on bottom chord. 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: 1-4=-54, 4-10=-112(1`=58), 20-21=20, 14-20=42(17=22), 12-13=42(F=22), 11-12=42(F=-22) Concentrated Loads (lb) Vert: 20=475(F) The ® 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 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 ANS11rP11 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 15 PH3 / WATERSTONE T23641642 2724261 B9C Half Hip Truss 1 1 Job Reference o tional DUIueia nimauul— trim It Ly, rt_1, riant l ny, ru. - 0000r, 6.9Ju s MaRZ zuzi MI I eK industries, Inc. I ue Apr 2U i u:zu:zu 2U21 rage 1 ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-aHngSIZT1jNMsr6Ufli4BWUMwmJo42JHRRDE6VzOrsj 1 4 Q 4-9 4 9-0-0 17-3-1 25-6-2 32-9-8 311-11 46-8-0 4-9� 4-2-12 8-3 1 8-3-1 7-3, 6-4-3 7-6-5 5x6 = 5x8 = 5x6 = 3x4 II 5x6 = 4x6 = 6.00 F12 4 24 25 265 6 27 28 7 a 29 9 18 17 16 15 14 4x6 = 3x8 3x8 MT20HS = 2x4 II 3x8 = 3x6 = Scale = 1:86.4 0 0 N 13 10 6x8 = 3.50112 ST1.5x8 STP = 3x4 II 3-9-4 39-1-11 46-&0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.89 BC 0.87 WB 0.89 Matrix-MSH DEFL. in (loc) I/defl Lid Vert(LL) 0.22 16 >999 240 Vert(CT) -0.34 18-21 >999 180 Horz(CT) 0.11 13 n/a n/a PLATES MT20 MT20HS Weight: 245lb GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP' CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 5-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=297(LC 10) Max Uplift 10=-195(LC 7), 2=-636(LC 10), 13=-845(LC 10) Max Grav 10=428(LC 20), 2=1298(LC 1), 13=1790(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/1309, 3-4=-2065/1141, 4-5=-1820/1097, 5-6=-1653/850, 8-9=-534/252, 9-10=363/273 BOTCHORD 2-18=1371/2046, 16-18=-1296/2311, 14-16=-1296/2311, 13-14=-846/1636, 12-13=-743/461, 7-12=-340/286, 11-12=-270/538 WEBS 3-18=347/315, 4-18=-155/604, 5-18=667/247, 5-16=0/311, 5-14=-752/508, 6-14=145/610, 6-13=-1974/1055, 8-12=787/454, 9-11=-252/530 NOTES- its llllf/ 1'r 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph ��� (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=401t; eave=6ft; Cat. ��0 PdU.IN .VF�"-If % 0 ��� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 42-6-4, Exterior(2E) 42-6-4 to 46-6-4 for ��,•" ii E•N `� SF�•. zone;C-C 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. `�� .•��,� : N O 60182 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. ••� •IIJ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • STJW OF 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom � �i 41 Z will chord and any other members. 8) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing ,�' • iC`. i •': 0 R 19 �► S • • •"• `� �� surface. % N 9) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Gt=ib) A' �, ` �IS�O O 2 • Joaquin Velez PE No.68182 MITek USA, Inc: FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ®WARNING - Vedfy 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 buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing iVliTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641643 2724261 Bile Half Hip Truss 1 1 Job Reference (optional) • , um.,wwc tr rnn —y, "J, r,a, u a y, r� ao., , 0.93U s Mar zz zUzl IVII I eK Inaustrles, Inc. I US Apr zu IU:zu:ut 2uzl rage 1 I D:6gD IOH2OVegl Nkl sxoNemzyuU LB-SnVIjsPJ5jkCord_03 19mSBE WtZX8tNRwZ28lzOrsw 1 4-Q 5-9 4 11-0-0 18-3-3 25-6-5 33-9-4 39-1-11 46-8-0 i-4 d 5-9� 5-2-12 7-3 3 7-3 3 8-2-15 5-4-7 7-6-5 ST' 1 a G 5x8 = 3x6 = 5x6 = 3x4 11 5x6 = 4x6 = 6.00 12 4 25 26 5 6 27 28 7 8 29 9 3x6 3 .5x8 STP = 24 23 12 _ 11-10-12 5x6 = 19 18 1t J0 16 31 1S 14 32 13 10 2x4 11 3x8 = 3x6 = 3x8 3x6 = 6x8 = ST1.5x8 STP = 4x6 = 3x6 = 3.50112 3x4 II 25-6-5 , 32-9-8 33-9-A 39-1-11 46-8-0 Scale = 1:86.4 I� N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.63 Be 0.88 WB 0.97 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid -0.19 16-18 >999 240 -0.34 16-18 >999 180 0.11 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14. 6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=351(LC 10) Max Uplift 10=-193(LC 7), 2=-627(LC 10), 13=-855(LC 10) Max Grav 10=475(LC 16), 2=1581(LC 15), 13=2023(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2835/1228, 3-4=-2289/1067, 4-5=-2231/1077, 5-6=1616/717, 8-9=-437/180, 9-10=365/270 BOT CHORD 2-19=1347/2565, 18-19=-1347/2565, 16-18=-1031/2029, 14-16=-1077/2231, 13-14=-712/1596, 12-13=-745/464, 7-12=-342/290, 11-12=-1931433 WEBS 3-18=627/363, 4-18=-101/556, 4-16=-89/405, 5-14=-774/453, 6-14=-181/807, 6-13=2010/944, 8-12=-641/355, 9-11=-188/454 NOTES- ��1�11�118 1) Unbalanced roof live loads have been considered for this design. ,�.%%���'r, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. ♦♦> Pav1N VFW II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5.4-2, Exterior(2R) 5-4-2 ♦♦, ,� G 1=•N • `�,�� to 16-7-14, Interior(1) 16-7-14 to 42-6-4, Exterior(2E) 42-6-4 to 46-6-4 zone;C-C for members and forces & MWFRS for reactions : .'•�,� SF••. �� shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N o .68182 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 ST O F will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i��T • . �� O Q ��`♦♦ capacity of bearing surface. ♦ O R' ti 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) ��I ss • • • • • \ >`, 10=193, 2=627, 13=855. �.4 " N A; 00 Joaquin Velez PE No.68182 MITek USA, Inc: FL$ert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is form individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 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 J Truss Truss Type City Ply LOT 15 PH3I WATERSTONE T23641644 2724261 813C Hip 1 1 Job Reference (optional) ^�� � �•����� i_• �•y, - 1n . y, c.9Ju s Mar zz zu2i ml I eK Inausines, Inc. I US Apr 2U IU:29:U8 2U21 Pagel ID:6gD IOH2OVegl Nk1 sxoNemzyuULB-xz38xCPxsl s3Q?C BymVGi_M9wEFGeeWgalbhBzOrsv i1-4-Q 6-6-15 13-0-0 11-11:3 26-8-13 33-8-0 39-1-11 46-8-0 1-4-0 6_ _1, 6-5-2 6-11J 6-9-11 6-11-3 5-5-11 7-6-5 6.00 F12 5x8 = 5 28 5x6 = 3x8 = 29 30 6 7 31 32 33 8 5x6 STP = 10 19 „' 17 "" — 15 'r 14 13 2x4 II 3x8 MT20HS =3x6 = 3x8 = 3x8 = 3x6 = 3x8 MT20HS II 4x6 4x6 = 3.50 12 Scale = 1:88.1 H-rc 13-u-u 19-11-3 26-8-13 33-10-0 39-1-11 46-8-0 -15 6-5-2 6-11-3 6-9-11 7-1-3 5-3-11 7-6-5 Plate Offsets (X,Y)-- [4:0-3-0 0-3-0] [5.0-6-0 0-2-8] [6:0-3-0 0-3-0] [8:0-3.15 0-2-13] [10:0-1-0 Ed e] N 2:0-2-4 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.17 11-22 >925 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 258lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing. B-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-15. 7-12 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-4-0 Max Horz 2=286(LC 9) Max Uplift 10=-163(LC 10), 2=646(LC 10), 13=859(LC 10) Max Grav 10=412(LC 16), 2=1519(LC 15), 13=2252(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2651/1260, 3-5=-1960/1053, 5-6=-1622/1013, 6-7=1622/1013, 7-8=-54/604, 8-9=-167/708, 9-10=-502/254 BOT CHORD 2-19=1006/2514, 17-19=-1006/2514, 15-17=-615/1818, 14-15=-285/1019, 12-13=-2146/1127, 8-12=-542/379, 11-12=- 132/352, 10-11 =-I 41/439 WEBS 3-19=0/269,3-17=-796/441, 5-17=-1221628, 6-15=-395/358, 7-15=-431/965, 12-14=-306/1046, 7-12=-1831/904, 9-12=-1065/613, 9-11=01375 NOTES- `I►1111111/�� 1) Unbalanced roof live loads have been considered for this design. ,fit, �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. %% o tl U N VE< i��� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2R) 7-4-2 ��� ,.•',G 1=•N •'�, �� �� to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2R) 28-0-2 to 39-3-14, Interior(1) 39-3-14 to 42-8-0, Exterior(2E) 42-8-0 to 46-8-0 �� .' �.� S� •, �� 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 No. 6.81' 82 0 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 jive 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 O S OF: �441 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. i .(�c• , �` 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��j t? O F[ 1 P • capacity of bearing surface.l�s •... • • ��_ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11 11,1011 0 N A, � ���� 10=163, 2=646, 13=859. Joaquin Velez PE No.66182 Mffek USA', Inc. FL Cert 6634. 6964 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® 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 chard members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 PIy LOT 15 PH3 / WATERSTONE T23641645 2724261 B15 HIP TRUSS 1 1 Jab Reference (optional) w Inc. I ue Hpr LU-Iu:zu:iu zuzl rage 1 ID:6gD IOH2O Vegl Nkl sxoNemzyuULB-tM BuMuRCOe6mfJMZ3BXknP4elkvOkWzp8unil4zOrst 4- 1-3-1 5-3-15 B-11-0 15-0-0 23-4-0 31-8-0 35 2-9 41-5-0 5-3-15 3-7-1 6-1-0 8.4-0 6.00 12 Sx8 = 5x8 = 5x8 = 5 28 6 29 30 31 7 Sx6 i 4 27 3x4 ;;:] 3 ST1.5x8 STP = 26 112 6 rn 2 2x4 = 15 33 14 13 12 3411 1 4x4 = 3x6 = 3x8 = 3x6 = 3x4 = 32 18 17 3x6 = 2x4 II 6x8 = Scale = 1:77.3 2x4 // 8 4x4 9 cr 0 10 1' 0 0 0 5x12 II w LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.20 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.34 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 221lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. 4-17: 2x4 SP No.3, 14-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 4 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=269(LC 9) Max Uplift 10=-546(LC 10). 2=391(LC 10), 17=-892(LC 10) Max Grav 10=1448(LC 16), 2=372(LC 21), 17=1831(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/603, 3-4=174/254, 4.5=-1488/846, 5-6=-2088/1263, 6-7=2088/1263, 7-8=-2030/1130, 8-10=-2166/1193 BOT CHORD 2-18=590/255, 17-18=-590/255, 16-17=1633/790, 4-16=-1540/816, 13-15=-508/1309, 11-13=-748/1748,10-11=-914/1837 WEBS 4-15=529/1396, 5-15=-282/290, 5-13=-514/1008, 6-13=-520/499, 7-13=-226/470, 7-11=48/424, 3-18=-494/215, 3-17=-397/776 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjcr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Exterior(21R) 26-0-2 to 37-5-0, Extedor(2E) 37-5-0 to 41-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss 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) 10=546,2=391,17=892. ��I1J1111/�1 ,���♦ Pp ll IN. VFW No 68,182 •. ; iZ S T OF ' tU ;A�OR1OP, `' 1111,1 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 511MO20 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is far an in 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. Add'dional 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 Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 +Job A Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641646 2724261 B17 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:11 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-LYkGZDSg9yEdHTwldv2zKccnx8FgTlkyMYXFHWZOrss T1.44 5-3-15 8-11-0 17-0-0 23-4-0 29-8-0 35-4-12 41-5-0 141 5-3-15 3-7-1 8 1-0 6-4-0 6-4-0 5-8-12 6-04 A Scale = 1:79.3 5x8 = 6.00 F12 2x4 II 5x8 = 5 296 30 31 32 7 3x4 6x8 i 26 8 4 33 4x4 3x4 9 3 ST1.5x8 STP = 10 7 27 I� 17 d 1 2 4x4 = 16 35 15 14 o 36 13 12 11 N 3x4 = 3x8 = 3x6 = 3x4 = 2x4 11 4x6 = 5x12 II 34 19 18 3x6 = 2x4 11 6x8 = 23-4-0 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 0.97 Vert(LL) -0.15 11-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.28 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) ' 0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 233lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 4-18: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=310(LC 9) Max Uplift 10=-546(LC 10), 2=392(1_C 10), 18=-891(LC 10) Max Grav 10=1458(LC 16),2=368(LC 21).18=1865(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/599, 3-4=213/290, 4-5=-1567/906, 5-6=-1748/1142, 6-7=1748/1142, 7-8=-1907/1103, 8-10=-2230/1176 BOT CHORD 2-19=584/242, 18-19=-584/242, 17-18=1686/813, 4-17=-1551/858, 14-16=-530/1375, 13-14=-689/1604,11-13=-917/1898,10-11=-917/1898 WEBS 3-18=373/734, 4-16=-457/1337, 5-14=-329/653, 6-14=-386/376, 7-14=-100/268, 7-13=85/471, 8-13=-358/271, 3-19=-495/216 Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-1-9 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=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(21R) 24-0-2 to 35-4-12, Interior(1) 35-4-12 to 37-5-0, Exterior(2E) 37-5-0 to 41-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=546, 2=392, 18=891. �,.. PGo IN 1*01 N,o ,68182 1 0 N A� E����� . 1111 Joaquin Velez PE NoM182 Mrrek USA, Inc: FL Cert 6634 .6904 Parke East. Blvd. Tampa IL 33610 Date: April 21, 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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 0 Job � Truss Truss Type Qty �PlyLoObT15PI-13/WATERSTONE T23641647 2724261 B19 HIP TRUSS 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:14 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-17QPBFU iStcC8wfKl1 cgyFEKbLHJgPpP3VlvurcOrsp T1 4 Q 5-3-15 8-11-0 140_8 19-0-0 27-M 34-4-12 41-5-0 1-4-0 5-3-15 3-7-1 5-1-8 4-11 8 8-8-0 6-8-12 7-04 5x6 = 5x8 = 6.00 F12 6 28 7 18 17 3x6 = 2x4 11 6x8 = 8-8-0 LOADING (psf) SPACING- 2-D-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 FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3, 14-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-15: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 A 2-6-0 Scale=1:79.6 10 34-4-12 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.88 Vert(LL) -0.33 15-16 >999 240 MT20 244/190 BC 0.81 Vert(CT) -0.59 15-16 >661 180 WB 0.64 Horz(CT) 0.10 10 n/a n/a Matrix-MSH Weight: 229 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 1 Row at midpt 5-16. 7-15 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=351(LC 9) Max Uplift 10=-549(LC 10). 2=401(LC 10), 17=-879(LC 10) Max Grav 10=1465(LC 16), 2=370(LC 19), 17=1901(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/633, 3-4=245/333, 5-6=-1531/962, 6-7=-1322/938, 7-8=-1790/1050, 8-10=2242/1160 BOT CHORD 2-18=618/242, 17-18=-618/242, 16-17=1692/744, 4-16=-311/247, 15-16=561/1229, 13-15=-603/1473, 11-13=-892/1906, 10-11 =-892/1906 WEBS 3-17=405/791, 5-16=-1728/802, 5-15=0/367, 6-15=-28/388, 7-15=-351/138, 7-13=103/590,8-13=-524/340,3-18=-490/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Spsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 37-5-0, Exterior(2E) 37-5-0 to 41-5-0 zone; cantilever right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss 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) 10=549, 2=401, 17=879. /IIIiI11J/�� ,011 u v vF<F,�� No 681.82 -10 ST . O F '.4U 111.1,1 Joaquin Velez PE N4.68182 MiTek USA, Inc. FL Cert 6634. ,6964 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP/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 b Truss Type Qly Ply LOT 15 PH3 / WATERSTONE TB'21ss T23641648 2724261 HIP TRUSS 1 1 Jab Reference (optional) lrce (Plant City, FL), Plant City, I-L - 33be/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:16 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-iWY9cxWz_UswNEpjQSe81gKkT9vz8DkhWpEOzkzOrsn �1-4-q 5-3-15 8-11-0 15-1-0 21-0-0 25-8-0 31-1-13 W-2-11 42-7-8 1-4-0' S-3-15 3-7-1 '-1' 5-10-10 4-8-0 5-113 5-0-13 6-4-13 6.0o 12 O Lo 18 17 3x6 = 2x4 II 6x8 = 5-3-15 8-8-0 8-11-0 5x6 = 5x6 = iTP = 10 Scale=1:83.4 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 0.60 Vert(LL) -0.19 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.37 11-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc puriins. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-17: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=0-7-8 Max Horz 2=405(LC 9) Max Uplift 2=-411(LC 10), 17=889(LC 10). 10=-569(LC 10) Max Grav 2=377(LC 19), 17=1975(LC 15). 10=1548(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/656, 3-4=312/372, 4-5=-268/274, 5-6=-1640/1027, 6-7=-1541/1003, 7-8=-1750/1034, 8-9=-2612/1295, 9-10=-2802/1351 BOT CHORD 2-18=606/263, 17-18=-606/263, 16-17=1769635, 4-16=-338/276, 15-16=554/1459, 13-15=-436/1395, 11-13=-810/1947, 10-11=-1090/2453 WEBS 3-17=397/787, 5-16=-1933/768, 5-15=-2/298, 6-15=-92/287, 6-13=88/446, 7-13=176/508,8-13=799/482,8-11=-180/685,9-11=-374/327, 3-18=-491/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 38-7-8, Exterior(2E) 38-7-8 to 42-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 at=lb) 2=411, 17=889, 10=569. %%% bu I N V .,. NO _6.81"82 53 S A. OF '•14/Z S'O N A EG �• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 15 PH3 / WATERSTONE T23641649 2724261 C1 JACK -OPEN TRUSS 8 1 Job Reference o tional d:e (nand City, FL), Piant city, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:21 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-2UL2feZ5oOVD U?hgD?EJkj1 gxArvpiXRg5ynexzOrsi -1-4-0 0-11-4 1-4-0 0-11.4 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Scale =1:7.6 N Ln d CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 BC 0.04 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=21(LC 10), 2=159(LC 15), 4=45(LC 10) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. ����� PQU I N , VFW iii. F' No 00182 ir AM— D ' S �Cl OF '•: O ` '<4U Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511MO20 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 ANSI1'rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salov Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 15 PH3 / WATERSTONE T23641650 2724261 C3 JACK -OPEN TRUSS 6 1 Job Reference (optional) Buiiders rlrsi6ource (Hlant Gny, I-L), lant Gny, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:21 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-2UL2feZ5o0VD U?hgD?EJkj1 gxAgnpiXRg5ynexzOrsi -1-4-0 2-114 1'-4-0 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=52(LC 10), 2=155(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(LC 3) Scale = 1:12.7 CSI. DEFL. in (loc) I1defl L/d PLATES GRIP TIC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 BC 0.11 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 12lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=155. %%%UIN �Vjq���i .� p No 68.182 ' OF Joaquln Velez PE N6.68182 Mfrek USA, Inc. FL Cert 6634 064 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®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 MiTeke 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 ANSYTPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 15 PH3I WATERSTONE T23641651 2724261 C5 JACK -OPEN TRUSS 6 1 Job Reference o tional (Plant City, FL), Plant City, FL - 33b67, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:2923 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ=sTo4KbMKelwjJr3KQGnp86xvzRuHcOj7PRujgzOrsg -1-4-0 4-11-4 1-4-0 4-11 Scale = 1:17.6 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 0.52 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 4-7 >908 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-163(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=107. 2=163. %%0 OL31 N .��%, -" .G E•NO" No 68182 9 •� S T OF ••14l �n1110. Joaquln Velez PE No.68182 MiTek USA, Inc: FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® 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 verity 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 ANSU7P/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 Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641652 2724261 D7 Half Hip Truss 1 2 Job Reference (optional) s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:33 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-in3aBljdzi7Wwrc wWR7DFXaZ7k7dyzCQzsQ3FzOrsW �1-4-0. 7-0-0 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 1-4-0 7-0-0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12 5x8 = 6.00 12 3x4 = 3 18 419 d 5x6 = 2x4 11 5 20 621 5x6 = Scale = 1:75.7 4x8 = 14 13 12 11 10 9 3x6 = 2x4 II 6x12 MT20HS = 7-0-0 3x4 = 6x12 MT20HS = 4x8 = 42-3-8 2x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.89 BC 0.92 WB 0.80 Matrix-MSH DEFL. in (loc) I/defl L/d Vert(LL) 0.76 12 >662 240 Vert(CT) -0.93 12-13 >544 180 Horz(CT) 0.19 9 rile n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 428lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2, 3-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 `Except' 3-13,4-12,5-11,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Harz 2=243(LC 8) Max Uplift 2=1838(LC 8). 9=-1904(LC 8) Max Grav 2=3838(LC 13), 9=3792(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7653/3698, 3-4=-10467/5253, 4-5=11565/5793, 5-6=-10241/5130, 6-7=10278/5162, 7-8=-6438/3223, 8-9=-3646/1969 BOT CHORD 2-14=3378/6814, 13-14=-3371/6827, 12-13=-5300/10531, 11-12=-5811/11574, 10-11=-3298/6557 WEBS 3-14=0/460, 3-13=-2111/4165, 4-13=-1582/1135, 4-12=-554/1199, 5-12=-238/430, 5-11 = 1509/770, 6-11=-888/758, 7-11=-2090/4172, 7-1 0=-2902/1 819, 8-10=355817112 1 NOTES- 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: ���,, PQU I N VF� % Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. ,0.�\bE.ni `SFi Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ` Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to N9 0118 •,' ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. * ;• *. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. �p , .�/ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60�, ST O F 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers loading rain requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All MT20 �/I SS �'' �"''� •� plates are plates unless otherwise indicated. 8) This truss has been designed for 10.0 bottom �� A� a psf chord live load nonconcurrent with any other live loads. 9) • This truss has been designed 19N �%%` 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 1 y will fit between the bottom chord and any other members. Joaquin Velez PE Nd.68182 10) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc: FL Celt 6634 capacity of bearing surface. 6904:Parke East Blvd. Tampa FL 33610 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1838 9=1904 Date: F pill L I,/-UL I O t(dirieldRvo 111 end with 0-0-0 ri ht side setback 7-0-0 left side setback and 7-0-0 end setback. A 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 theapplicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job F Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641652 2724261 D7 Half Hip Truss 1 Job Reference o tional ounuary ruswource (runt uay, FL), runt uny, rL - aaoa/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:33 2021 Page 2 NOTES- ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-in3aBljdzi?VWvrc_wWR7DFXaZ?k?dyzCQzsQ3FzOrsW 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 lb down and 376 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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=-118(F=-64), 9-15=-44(F=24) Concentrated Loads (lb) Vert: 3=-347(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1SQ020 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 ANSUTFII 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 T23641653 2724261 D9 Half Hip Truss 1 1 �IOT15PH31WATERSTONE Job Reference (optional) • ••-•---- -- v •- •• -- •,• •-n • �w- ����, 0.40U S 11 1 GL LUL I Iwl I eK InUUSif1e5, Inc. I us Apr zU IU:zd:Jo ZUz1 Hage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-eABLbRktVKGD99mN1xUblgcvapOe5gVUuHLW87zOrsU r1-4-0. HI-1 -6-10 9-0-0 17-6-0 25-7-12 33-M 42-3-8 1-414-6-10 4-5-7 8-6-0 8-1-12 8-1-12 8-6-0 5x8 = 5x8 = 2x4 II 4 21 22 23 5 6 24 25 Scale = 1:75.7 5x8 = 5x6 = 7 26 8 0 4 15 14 13 12 11 10 9 3x8 — 3x4 4x6 - 4x4 = 3x10 = 4x6 — 5x6 = 3x4 = 9-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.92 BC 0.97 WB 0.93 Matrix-MSH DEFL. in (loc) I/defl Ltd Vert(LL) 0.46 12-13 >999 240 Vert(CT) -0.68 12-13 >742 180 Horz(CT) 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,7-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 5-12, 7-12, 8-10 WEBS 2x4 SP No.3 *Except* 4-13,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=795(LC 10), 9=-720(LC 10) Max Grav 2=1633(LC 1), 9=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3060/1713, 3-4=-2808/1535, 4-5=-3587/1972, 5-6=3505/1847, 6-7=-3505/1847, 7-8=-2385/1242, 8-9=-1482/874 BOT CHORD 2-15=1734/2711, 13-15=-1449/2474, 12-13=-1984/3601, 10-12=-1267/2421 WEBS 3-15=346/316, 4-15=-30/414, 4-13=-593/1348, 5-13=474/374, 6-12=404/345, 7-12=668/1248, 7-1 0=-1 105/774, 8-10=1390/2673 NOTES- �111J11111 1) Unbalanced roof live loads have been considered for this design. % 1 �I� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. � PQUI N VF< 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 `��� ,0 v�.G•. . to 14-7-14, Interior(1) 14-7-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 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 N O 68182 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. -p 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide ST ' F •(V Z will fit between the bottom chord and any other members. O 4(,: 7) Bearing at joints) 9 considers parallel to grain value using ANSI/ TPI 1 angle to grain formula. Building designer should verify ��..� capacity of bearing surface. i� 0 R `� •` \ 8) Provide r79degmechhanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ss/O N A� ,�,, ��/1111111.11% Joaquin Velez PE Nd.68182 MiTek USA; Inc: FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE 2724261 D11 HALF HIP TRUSS 1 1 T23641654 Job Reference (optional) Builders FlrMource (Plant Clty, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:24 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-T21 Blgc_5xtnLTQFu7nOLMf?DNkgOgblM3BRFGzOrsf r1-4-Q 5-8-8 11-0-0 18-10-12 26-7-12 34 4 12 42 3-8 1-4-0' 5-8-8 5-3-9 7-10-12 7-9-0 7-9-0 7-10-12 c— 1 3x8 = 5x6 = 3x4 = 4 19 20 21 5 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 10) Max Uplift 2=-789(LC 10), 9=-726(LC 10) Max Grav 2=1953(LC 15), 9=1800(LC 15) 5x6 = 6 22 23 3x4 = 3x8 MT20HS = 4x4 = Scale = 1:75.9 3x6 = 3x4 II 7 24 6 rn 0 u) 9 5x6 11 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.99 Vert(LL) -0.37 12-14 >999 240 MT20 244/190 BC 0.60 Vert(CT) -0.64 12-14 >793 180 MT20HS 187/143 WB 1.00 Horz(CT) 0.14 9 n/a n/a Matrix-MSH Weight: 222 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1 Row at midpt 5-14 2 Rows at 1/3 pts 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/1674, 3-4=-3168/1451, 4-5=-2827/1387, 5-6=3514/1610, 6-7=-2615/1136 BOT CHORD 2-14=1742/3226, 12-14=-1703/3474, 10-12=-1531/3220, 9-10=-1001/2103 WEBS 3-14=478/406, 4-14=-280/1089,5-14=-915/389,6-12=-1 161431, 6-10=-889/580, 7-10=320/1215, 7-9=2542/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 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) 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) Bearing atjoint(s) 9 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=789, 9=726. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 W I N' i No 68182 �•� ST OF •4Q i�Fs ,O R �'o GN,�` humili Joaquin.Velez PE Nd.68182 MiTek USA, inc: FL Cert 6634 .6904: Parke East Blvd. Tampa FL 33610 Date: April 21,2021 wr MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job , Ts russ Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641655 2724261 Hip Truss 1 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:25 2021 Page 1 ID:6gDI0H2OVeg1NklsxoNemzyuULB-xFbZVOccsF?eyc?SSrIFuZBGsn?UIJvOajw_nizOrse r1-4-q 6-1-0 11-2-0 13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 1-4-05-1-0 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 Sx6 = 6.00 12 2x4 II 5 26 27 2x4 11 6x12 MT20HS = 5x8 — 6 28 29 7 8 Scale = 1:77.3 20 19 14 13 12 11 3x6 — 5x6 = 2x4 I 2x4 II 5x8 = 6x8 = 28-10-0 33-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.62 BC 0.90 WB 0.87 Matrix-MSH DEFL, in floc) I/defl Lid Vert(LL) 0.45 16-17 >999 240 Vert(CT) -0.85 16-17 >596 180 Horz(CT) 0.31 11 n1a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 256 lb FT = 20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, 5-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Raw at midpt 9-11 17-20,10-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=236(LC 9) Max Uplift 2=-792(LC 10), 11=697(LC 10) Max Grav 2=1655(LC 1). 11=1581(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/1676, 3-4=-4137/2325, 4-5=-4098/2411, 5-6=-3778/2211, 6-7=-3769/2203, 7-8=-3219/1924, B-9=-1927/1178 BOT CHORD 2-20=1511/2751, 16-17=-1641/3138, 15-16=-1667/3267, 7-15=685/487, 11-12=-775/1331 WEBS 3-20=991/670, 17-20=-1606/2961, 3-17=-410/914, 5-17=-685/1381, 5-16=329/896, 6-16=468/438, 7-16=-292/650, 12-15=-854/1778, 8-15=-1139/2178, 8-12=-890/503, 9-12=82/531,9-11=-1884/1132 N V�c� y. NOTES- p .c �c , '5••�� E,N SF•• '��� 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. i II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2R) 7-4-2 NO 60182 •; to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2R) 28-0-2 to 38-1-13, Exterior(2E) 38-1-13 to 42-1-12 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. i ST O F : 4) Provide adequate drainage to prevent water ponding. (V•� 5) All plates are MT20 plates unless otherwise indicated. �, .� iop0'tq 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. •This ' 0 R X � • `(� ...... •�\ 7) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -*j; S/ '`�, ��j;, N A� l fit tween the bottom d d any other ��� 8 Provide ideemechanical connection (by others of trussrto bearing late capable of withstanding 100 lb uplift at joints except 't=lb (Y ) 9P P 9 P J () P (1- ) • 2=792, 11=697. Joaquin Velez PE Nd,68182 MiTek USA, Inc: FL Cert 6634, ,6904 Parke East Blvd. Tampa FL 33610 Date: • April 21,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal. injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 15 PH3 / WATERS T23641656 2724261 D15 HIP TRUSS 1 1 Job Reference (optional) auuuers rvstaource (rlam City, FL). rlant uty, t-L - 33b6/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 2010:29:27 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-tdiJwiesOsFMCw9gZGLjz_HZ3ahTDBkJ21 P5sbzOrsc r1-4-Q 6-1-0 11-2-0 15-0-0 20-10.0 28-10-0 31-8-0 36-9-14 42-3-8 1-4-0 6-1-0 5-1-0 3-10-0 5-10-0 8-0-0 2-10-0 5-1-14 5-511 6.00 12 5x6 = 2x4 II 6x12 MT20HS = Sx8 = 5 6 27 28 7 8 21 20 '" 13 12 3x8 = 14 3x6 = 5x8 = 2x4 II 2x4 11 4x8 = 31-8-0 6x12 MT20HS = Scale = 1:79.8 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.59 16-18 >863 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.03 16-18 >489 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.35 11 We n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 2651b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, BOT CHORD 2x4 SP No.3 *Except* except end verticals. 2-19: 2x4 SP No.2, 17-18,11-14: 2x4 SP No.1, 15-17: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 13-15 18-21,8-15: 2x4 SP No.2 10-0-0 oc bracing: 18-20 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=277(LC 9) Max Uplift 2=792(LC 10), 11=697(LC 10) Max Grav 2=2003(LC 15). 11=1893(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3742/1680, 3-4=-5065/2348, 4-5=-5139/2504, 5-6=3661/1908, 6-7=-3661/1908, 7-8=-3179/1735, 8-9=-2302/1230 BOT CHORD 2-21=150613478, 4-18=300/321, 16-18=-1421/3396, 15-16=1421/3305, 7-15=-613/433, 11-12=-869/1710 WEBS 3-21=11971661, 18-21=158613732, 3-18=-448/1141, 6-18=-905/2143, 5-16=-193/705, 6-16=412/399, 7-16=-174/531, 12-15=-1012/2634, 8-15=-128712856, 8-12=1668/773, 9-12=16/496, 9-11=-2196/1181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 to 20-10-0, Interior(1) 20-10.0 to 26-0-2, Exterior(2R) 26-0-2 to 37-3-14, Interior(1) 37-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 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) 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 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (jt=lb) 2=792, 11=697. I N No 68., 82 r S OF ,s Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641657 2724261 D17 Hip Truss 1 1 Job Reference (optional) usibource triani city, PL/, viant city, FL - 33bbf, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:29 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-pOg4LNg6wUV4REIDhhNB2PMtDONPh6rcVLuCwUzOrsa 1-4-q 5-3 8 7-7 8 11-4.9 17-0-0 23-4-0 29-8-0 35-6- 42-3-8 1-4-0 2-4-0 3-9-0 5-7-7 6 4-0 6-4-0 To, 6-9.4 5x8 = 6.00 12 2x4 11 6x8 277 28 29 30 8 Scale = 1:79.9 IN I A 22 21 "' 3x8 = 14 13 12 11 3x6 — 6x8 = 2x4 II 2x4 11 4x12 = 4x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.57 18-19 >884 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -1.07 18-19 >473 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.40 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 267lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-7 oc purlins, BOT CHORD 2x4 SP No.2 'Except* except end verticals. 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10.0-0 oc bracing: 19-21, 13-15 5-19,3-19,19-22: 2x4 SP No.2 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=318(LC 9) Max Uplift 2=-788(LC 10), 11=693(LC 10) Max Grav 2=2014(LC 15). 11=1889(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3796/1677, 3-4=-7590/3329, 4-5=-7680/3381, 5-6=3419/1722, 6-7=-3024/1696, 7-8=-3024/1695,8-9=-2878/1531,9-10=-2218/1114,10-11=-1780/950 BOT CHORD 2-22=1511/3561, 18-19=-1971/4526, 16-18=-1223/3135, 15-16=-1045/2582, 8-15=115/646 WEBS 5-19=1276/3484, 5-18=-16751893, 6-18=-378/1248, 6-16=-165/307, 7-16=388/393, 8-16=355/763, 9-12=-1037/671, 10-12=-891/1934, 12-15=-912/2002, 9-15=177/854, 3-22=3144/1415,3-19=-1392/3428,19-22=-1995/4814 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-3-6, Exterior(2R) 11-3-6 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-6-4, Interior(1) 35-6-4 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 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) 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=788,11=693. %J1111111jyj e��"' IN VF���i�. No 66182 S OF ' �/: 111.1,1 Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1' 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 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 • s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE TD'IU9 T23641658 2724261 HipTruss 1 1 Job Reference (optional �Li^ C, G , ,," GUMS k an .,r, �/, r o r ,y r � - 0000r, d.vsu s mar zz zu21 mu ek industries, Inc. I ue Apr 20 10:29:31 2021 Page 1 ID:6gDIOH2OVeg1NklsxoNemzyuULB-IPygm3hNS51ohXSbo6Pf8gRFVC1N9? vzfNJ?MzOrsY r1-4Q 40-0 ,5.7-8 11112 19-0-0 23-4-0 27-8-0 2e-10-p 35-5-0 42-3.8 A4-D-0 1-40' 6-B-4 ' 6-8-4440 -2- Cr7-0 6-10-8 Scale = 1:79.9 6.00 12 5x6 = 3x4 = 5x6 = 06 6 7 830 9 7x14 MT20HS i 29 31 5x6 5 10 2x4 I 32 `� 0 7x10 4 5x6 m ST1.5xa STP = 3 11 28 1 m 1 2 7xl4 MT20HS = 20 19 18 33 16 7x8 — o 34 17 N 2x4 II 3x — N 22 3x8 MT20HS = 24 23 3xB = 15 14 13 12 3x6 — 2x4 11 5x8 = 2x4 II 5x8 = 4x6 II 40.0 5-7.8 8- 12.3-12 19-0-0 27-8-0 2 -10. 35-5-0 42-3.8 40.0 1-7-8 -0. 5-7-12 6.8-4 8-6-0 -2- 67-0 6-10 8 Plate Offsets (X,Y)-- [5:0-7-0 0-3-41 [6:0-3-0 0-2-0] [8:0-3-0 0-2-0] [10.0-3-0 0-3-41 [12:Edge 0-3-8] [16:0-6-4 0-4-12] [21:0-5-0 Ed e] [23:0-3-8 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) 0.77 22 >658 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.17 22 >433 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.54 12 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 `Except` 6-10-0 oc bracing: 21-23 4-23: 2x4 SP M 31, 19-21,16-19: 2x4 SP No. 1, 9-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 5-21, 5-18, 7-17, 7-18 5-21,7-17: 2x4 SP No.2, 3-21: 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=359(LC 9) Max Uplift 2=789(1_C 10), 12=698(1_C 10) Max Grav 2=1994(LC 15), 12=1847(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3750/1640, 3-4=-8854/3831, 4-5=-9161/4044, 5-6=-2989/1569, 6-7=-2645/1498, 7-8=-2321/1390, 8-9=-2605/1558, 9-10=-2788/1536, 10-11=-2174/1098, 11-12=-1739/936 BOT CHORD 2-24=1496/3570, 23-24=-1496/3571, 21-23=-1223/3074, 20-21=-1800/4299, 18-20=-1799/4303, 17-18=-1057/2628, 16-17=1043/2468, 9-16=285/550 WEBS 5-21=-2072/5038, 6-20=0/288, 5-18=-18411896, 6-18=-394/1029, 7-17=-456/258, 8-17=608/1074, 9-17=-766/580, 13-16=912/1882, 10-16=-186/788, 10-13=974/670, 11-13=-869/1886,3-21=-3207/7742,3-23=-4324/1793,7-18=-171/265 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 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 waterponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=789, 12=698. �111J111/��� I N No 68182 D • ST OF ZU ,Z ioF••' �R� G,� sS,pN%% Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cert 6634 ,6904 Parke East Blvd: Tampa FL 33610 Date: April 21,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1 M020 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Duality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641659 2724261 D21 Hip Truss 1 1 Job Reference o tional nuncers Pustaource (Plant city, FL), Plant city, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:32 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-Eb WCzPi?DPtflh 1 oMpwug2_RMbPsuWn2BJ7sXozOrsX il-4-Q 6-3-0 13-7-1 21-0-0 1 25-8-0 28-1%1 _111-0 42-3-8 6-31 7-4 8 7-4-8 4-8-0 3-2-0 6-1-0 m 0 5x6 = 6.00 rl2 5x6 = Scale = 1:81.6 19 13 12 11 10 3x6 — 4x6 II 2x4 II 4x8 = 4x6 II 42-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.17 19-22 >421 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.43 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 3-19,7-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-2 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15. 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Harz 2=512(LC 9) Max Uplift 2=332(1_13 10), 19=806(LC 10), 10=597(LC 10) Max Grav 2=286(LC 16), 19=1986(LC 15), 10=1631(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/458, 3-4=2212/1140, 4-5=-1865/1077, 5-6=1596/1063, 6-7=-2286/1343, 7-8=-2269/1194, 8-9=1931/949, 9-10=-1514/798 BOT CHORD 18-19=-1947/843, 3-18=-1833/880, 17-18=-112/271, 15-17=-712/2145, 14-15=43611664, 7-14=286/313 WEBS 3-17=604/1895,4-15=-499/351,5-15=-130/592,6-14=-459/1019,11-14=-620/1669, 8-14=39/505, 8-11=-755/484, 9-11=-635/1576 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=332, 19=806, 10=597. LUIN i No 68182 -0: ST OF 1111 Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert6634 ,6904•Parke East Blvd. Tampa FL 33610 Date: April 21, 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 MiTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and SCSI Building Component 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 15 PH3! WATERSTONE T23641660 2724261 E7 JACK -OPEN TRUSS 34 1 Job Reference (optional) rrunaers rlrstzjource (Plant t;lty, FL), Plant GAY, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 2010:29:36 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-6MIjpnlVGdO4nJLZbf?gru947Dn8gVEe6x54gazOrsT -1-4-0 7-0-0 1-4-0 7-0-0 m N M 4x4 = Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >381 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 24lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=161(LC 10), 2=-179(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=161, 2=179. (�Illllll/�� %%, ,G�ENS i No ,681'82 OF Al- nl Joaquin Velez PE Nd.68182 Walk USA, Inc: FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shaven, 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?P/l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type Ply LOT 15 PH3 / WATERSTONE T23641661 2724261 E7G Monopitch Truss 1 1 1 Job Reference o tional Builders Flrstsource (Plant City, FL), Plant tarty, FL - 33b67, 8.430 s Mar 22 2021 MiTek Industries, Inc. TUB Apr 2010:29:37 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-aZJ506m8lxWxPSwl9MW3N5hNac5EZghnLagdCOzOrsS 4-0-13 7-0-0 4-0-13 2-11-3 0-J 5x6 = 3x10 II 6x8 = ST1.5xe STP = Scale = 1:23.3 4-0-13 7-0.0 4-0-13 2-11-3 Plate Offsets (X,Y)-- [1:0-2-4,0-0-11[4:Edge 0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.07 5-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-13 cc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=581(LC 8), 4=-663(LC 8) Max Grav 1=1268(LC 1), 4=1249(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1600/705 BOT CHORD 1-5=-757/1429, 4-5=-757/1429 WEBS 2-5=-681/1480, 2-4=-1755/930 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This ive loads. I N VFW �['�•,, 4) Thistruss truss has been designed for a lie load of 20.Opsf on the bottom chord in all areas where al rectangle 3-6 0 tall by 2-0-0 wide fit between ��.�p,4v ' will the bottom chord and any other members.,� •• •.G•E•N • • `� �� 5) Refer to girder(s) for truss to truss connections. �� ,.'�\ SF•.• �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) i 1=581, 4=663. NO 68182 •, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 670 lb down and 348 lb up at * ;� *. 1-4-12, and 670 lb dawn and 348 lb up at 3-4-12, and 670 lb down and 348 lb up at 5-4-12 on bottom chord. The design/selection = all 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). S 1= �• LOAD CASE(S) Standard ��,�('�.�.t`. P 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25Uniform Loads (plo 0 R \.•-�ConentVted 4 20 ``��,, 41* O,NAj { Loads (Ib) • Vert: 8=-670(F) 9=-670(F) 10=-670(F) Joaquin V61ez PE No.68182 MiTek USA, Inc: FL Cert 6634 ,6904 Parke East Blvd. Tampa FL 33610 Date: - April 21,2021 ® 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 chard members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP/1 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 , s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE FE7uS T23641662 2724261 JACK -OPEN TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, I 4x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:38 2021 Page 1 I D:ZYc6AO G N bVAfFo43ovpJT9ypvs Q-2ltTE Snm o FeoOcVyi41 IwJ EO mORZ I Okxa EaBkSzOrs R 7-0-0 7-0-0 Scale=1:22.3 Plate Offsets (X,Y)-- (1:0-1-12,Edoe) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.25 3-6 >327 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.22 3-6 >376 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 10) Max Uplift 1=-69(LC 10), 2=167(LC 10) Max Grav 1=265(LC 15), 2=202(LC 15), 3=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) ,��� I 8% Q,IN...... O 2=167. No 08182 �.' ST OF '•�/ Joaquin Velez PE No.68182 MiTek USA, Inc: -FL Cert 6634 6964:1`arke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTF11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T T23641663 2724261 JACK -OPEN TRUSS 3 1 Job Reference (optional) irst5ource (Plant City, t-L), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:39 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-WxRsRonOZYmfem38GnYXSWnbPQgW1gN4ouJkHuzOrsQ i -1-4-0 5-8-8 10-0 ' 1" ' 5-8-8 1-3-8 3x4 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 FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:22.7 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TC 0.87 Vert(LL) 0.33 6-9 >250 240 MT20 244/190 BC 0.72 Vert(CT) -0.28 6-9 >300 180 WB 0.10 Horz(CT) -0.04 4 n/a n/a Matrix -MP Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-45(LC 10), 2=-172(LC 10), 5=-114(LC 10) Max Grav 4=118(LC 15). 2=341(LC 15), 5=171(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. WEBS 3-6=-124/348 NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) 2=172, 5=114. �i No 68182 • S OF 1[I Joaquin Velez PE No.68182 Mlrek USA, Inc. FL C.ert 6634 .6964 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SIt 9/2@0 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and 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 FLOT15PH3/WATERSTONET23641664 2724261 E7V1 Jack -Open 1 1 Reference (optional) cuuaers Firsibource (viant Ugy, FL), Nlant city, FL - 33b6/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:40 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-?7?Ef8oOKsuWGweKgU3m?kJtGgB2m IEE1 Y3HpLzOrsP -1-4-0 5-6-8 7-0-0 1-4-0 5-6-8 1-5-8 3 3x4 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.12 6-12 >722 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.10 6-12 >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-102(LC 10), 2=-160(LC 10), 5=38(LC 10) Max Grav 4=137(LC 15), 2=363(LC 15), 5=194(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-744/683 BOT CHORD 2-6=-936/828, 3-6=786/889 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 4=102, 2=160. IN 1 VF°1�ii G�ENs,. N9 0182 OF t 41J Off. �nnu Joaquin Velez PE Nd.68182 Mfrek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon 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! ndividual 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 ANSJVTP11 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 T23641665 2724261 E7V2 Jack -Open 1 1 �ILOT15PI13/WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:40 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-?7?EfBoOKsu WGweKgU3m?kJnfg8BmIEE 1 Y3HpLzOrsP 1 -1-4-0 3-6-8 7-0-0 ' 1-4-0 3-6-8 3-5-8 I 3x4 Scale = 1:22.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.26 6 >320 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.24 5-6 >353 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 5 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-10 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=241(LC 10) Max Uplift 4=-133(LC 10), 2=-159(LC 10), 5=18(LC 10) Max Grav 4=177(LC 15), 2=365(LC 15), 5=143(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-778/679 BOT CHORD 2-6=-939/847, 3-6=807/896 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=133, 2=159. �111111.1/��� �. J .• G•E•N No.68182, �:•• S TA OF : 44/ Joaquin Velez PE No.68182 Mfrek USA, Inc: FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 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 parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/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 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 15 PH3 / WATERSTONE T23641666 2724261 E7V3 JACK -OPEN 1 1 Job Reference o tional ounuera rU bwuu— tnanr guy, rLl, riant uny, rL - 0000r, d.46U s Mar 22 ZU21 MI I eK Industries, Inc. l ue Apr 20 10:29:42 2021 Page 1 ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-xW6_4ggGsT8EVEojxv6E49PA5dv_E9W WVsYOuDzOrsN -1-4-0 1-6-8 4-1-2 7-0-0 1-4-0 2-6-10 2-10-14 Scale = 1:22.6 Io 3.50 F12 1-6-8 7-0-0 1-6-8 ' 5-5-8 Plate Offsets (X,Y)-- [3:0-1-9 0-1-121 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 0.58 Vert(LL) -0.08 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 3-7 >488 180 BCLL 0.0 Rep Stress Incr YES WE 0.21 Horz(CT) -0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight:31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 7=Mechanical, 2=0-8-0 Max Horz 2=241(LC 10) Max Uplift 5=-59(LC 10), 7=-101(LC 10), 2=-181(LC 10) Max Grav 5=59(LC 15), 7=232(LC 15), 2=322(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-284/303 BOT CHORD 3-7=-594/368 WEBS 4-7=-426/690 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific {111 111 f 11�/� to the use of this truss component. 3) na ���� PQU N 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `��� ,� , �,G•E•N S •,.� �I�, 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 �, ��•. i will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. NO .015182 7) Bearing at joints) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify # ;• `*: capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) �] ; 7=101, 2=181. S OF 4U Off. <v Joaquin Velez PE No.68182 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type QtY Ply LOT 15 PH3 / WATERSTONE T23641667 2724261 E22 Jack -Open Truss 1 1 Job Reference o lional tduucers mrstsource (Plant tarty, FL), Plant tarty, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:36 2021 Page 1 ID:ZYc6AOGNbVAfFc43ovpJT9ypvsQ-6MljpnlVGdO4nJLZbf?gru9HVDyegVEe6x54gazOrsT 2-2-8 228 2x4 = 2-2-8 2-2-8 N O Scale = 1:10.1 Plate Offsets (X,Y)-- [1:0-1-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 10) Max Uplift 1=21(LC 10), 2=47(LC 10), 3=-5(LC 10) Max Grav 1=82(LC 15), 2=58(LC 15), 3=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. OWN.I f f fff, er to truss to ss 6) Provide mechanical rconnectionu b otherconnections. tlof truss to bearing late capable of withstanding 100 lb uplift at joints 1, 2, 3. ��QU IN (Y ) 9 P P 9 P J O �� P,,. � �r No 68,182 3: S OF .��s • p R O,\,�. Joaquln Velez PE Nd.68182 MiTek USA, Inc. FL Celt 6634 .6904 Parke East Blvd. Tampa FL 3361.0 Date: April 21,2021 ®WARNING - Vedfy 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job .7G'lu' s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641668 2724261 Special Truss 3 1 Job Reference (optional) ouuuers rirstoource trlant L ny, t-Li, Hlant crry, t-L - 3306/, 8.430 s Mar 22 2021 MITek Industries, Inc. Tue Apr 20 10:29:43 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-PigMHAqudnG57N NvVddTdMxOG1 AMzccgj WHxQgzOrsM -1-4-0 4-9-6 9-4-0 13-10-10 18-8-0 1-4-0 4-9-6 4-6-10 4-6-10 4-9-6 Scale = 1:33.9 4x4 = 4x4 = 5x8 = 4x4 = 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 FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=211(LC 9) Max Uplift 6=309(1_C 10), 2=-416(LC 10) Max Grav 6=688(LC 1), 2=765(LC 1) 18-8-0 9-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.43 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 BC 0.79 Vert(CT) -0.26 7-10 >866 180 WB 0.22 Horz(CT) 0.03 6 n/a n/a Matrix-MSH Weight: 83 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1162/988, 3-4=-875/739, 4-5=-876/741, 5-6=-1170/1016 BOT CHORD 2-7=-775/1073, 6-7=-B13/1032 WEBS 4-7=-310/531, 5-7=416/486, 3-7=-403/443 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-0, Exterior(2R) 5-4-0 to 13-4-0, Interior(1) 13-4-0 to 14-8-0, Exterior(2E) 14-8-0 to 18-8-0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=309, 2=416. >�� PpU1 N `% , J� ' C, E N NO ..68182 ��•' ST E OF '•�: R p, ��,1% Joaquin Velez PE Nd.68182 Mffek USA; tnc. FL Cell 6634 .6904;Parke East Blvd. Tampa FL 33610 Date: April 21, 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 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 p/�1TeL' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ,� 1 n fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH 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 15 PH3 / WATERSTONE T23641669 2724261 G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:50 2021 Page 1 ID:6gDi0H2OVegl Nkl sxoNemzyuULB-i3b01ZwHzx85SSPFPbF7PrkSXsZU6c8iK6UpAmzOrsF -1-4-0 , 7-0-0 9-0-12-11� 12-0-0 17-0-0 19-4-0 23-8-12 28.8-0 30-0-0 1-4-0 ' 7-0-0 2-0-12 10 '%o 5-0-0 2-4-0 4-4-12 4-11 4 1 4-0 Scale = 1:53.1 4x4 II 5x8 = 3x8 = 2x4 II 4x8 = 4x10 MT20HS = 4x8 = 3x8 = 8x10 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Cade FBC2020/TPI2014 CSI. TC 1.00 BC 0.82 WB 0.93 Matrix-MSH DEFL. in (loc) I/deft L/d Vert(LL) 0.37 13-14 >934 240 Vert(CT) -0.48 13-14 >721 180 Horz(CT) 0.13 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 152lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. BOT CHORD 2x4 SP M 31 'Except* 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except* 13-14: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-219(LC 6) Max Uplift 2=-1307(LC 8). 9=-918(LC 8) Max Grav 2=2402(LC 1), 9=1727(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4670/2428, 3-4=-4834/2623, 4-5=-4991/2660, 5-6=-4989/2658, 6-7=-2934/1539, 7-8=-2980/1521, 8-9=-3244/1663 BOT CHORD 2-15=199614102, 14-15=-1999/4119, 13-14=-2388/4852, 11-13=-1886/4011, 9-11=1349/2876 WEBS 3-15=80/527, 3-14=-793/1424, 4-14=-373/171, 5-13=266/225, 6-13=-710/1186, 6-11=2547/1419,7-11=-1192/2401,8-11=-394/274,4-13=-56/585 NOTES- �� PQU IN VFW 1) Unbalanced roof live loads have been considered for this design.,••.t✓•E•N ' ••• �� �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. �� .' V� SF •. �� 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 N o 68182 to the use of this truss component. * �• k 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 psi bottom chord live load nonconcurrent with any other live loads. i 'This �� ST. OF �/• 7) 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. � i� ' Q 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) •.C`. •: ,� �� `` ••: R' 1 �!. ` N ,, ',$) 9) shallevice(s)9-0-12 ,'O N Al 114 lb down and 148 lb up at 7-0-Oland 87 lbadown and tat 7oad(0 Ol and 65 lb down at 9-0-12, and andt164dlb up at on t p cho dU 371 Ib down and 194rlb up 1251 lb down and 699 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of Joaquili Velez PE Np.68182 others. MiTek USA; Inc: FL Cert 6634 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .6904-Parke East Blvd. Tampa FL 33610 Date:S) .LOAD CASEStandard Anril 91 9f191 Continued on Daae 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 parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 15 PH3 / WATERSTONE T23641669 2724261 G7 Special Truss 1 1 Job Reference o tional ounoers rtrstocurce tviani uny, t-r.), rlant chy, rL - a30br, 6.43U s Mar 22 2U21 Mi I eK Industries, Inc. Tue Apr 2U 1U:29:51 2021 Page 2 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-AF90yvxwkEHy4c_RzImMy2GdHGvjr3OrZmDNiCzOrsE 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=-54, 6-7=-54, 7-10=-54, 16-19=-20 Concentrated Loads (lb) Vert: 3=-114(F) 15=-371(F) 14=-40(F) 4=87(F) 24=-1251(F) ® 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Surte 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641670 2724261 G9 Hip Truss 1 1 Job Reference (optional) (sunders Plrstsource (Plant city, FL), Plant tarty, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:52 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-eRjmAFxYVYPpimZeXOHbUGpxUDpagN?oQzwEezOrsD 14-0 4-6-10 9-0-0 14-4-0 19-8-0 24-1-7 28-8-0 30-0-0 1-4-0 4-6-16 4-5-7 5-4-0 5-4-0 4.5-6 4-6-9 1-4-0 Scale = 1:52.1 4x4 = 3x4 = 4x4 = 4 21 5 22 6 3x4 �- 3x8 = 4x4 = 3x8 = 3x4 9-0-0 19-8-0 Plate Offsets (X,Y)-- [2:0-2-10 0-1-81 [8:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.47 10-12 >730 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 140lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-580(LC 10). 8=-580(LC 10) Max Grav 2=1133(LC 1).8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1979/1274, 3-4=-1704/1070, 4-5=-148511031, 5-6=-1485/1031, 6-7=-1704/1070, 7-8=-1979/1274 BOT CHORD 2-12=973/1787, 10-12=852/1668, 8-10=-973/1749 WEBS 3-12=378/357, 4-12=-205/505, 5.12=-335/260, 5-10=335/260, 6-10=-205/505, 7-10=379/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 25-3-14, Interior(1) 25-3-14 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 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. 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 (jt=lb) 2=580,8=580. ��%%%PdUI N'VF�����i No 68182 S Of '•4G N. ;O N A - e%% . n,i,i. Joaiauln Velez PE Nd.68182 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Type Qty Ply LOT 15 PH3 / WATERSTONE rHip T23641671 2724261 G11 russ 1 1 Job Reference o tional uuuuerS rnstauurce (Plant Coy, FL), Plant City, FL - 33567, 6.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:44 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-tvEIU WrXO50ykXy53K8i9aUWrRUli2jpyA1 Vy6zOrsL -1-4-0 6-6-0 11-0-0 15-0-0 5-9 18-5-8 22-5-15 28-8-0 30-0-0 1-4-0 6-6-0 4-6-0 4-0-0 -9- 2-8-0 4-0-6 6-2-2 1-4-0 ro 0 5x6 = 4x4 = 23 5 64x4 = 4x4 = 4x4 = 3x4 = 3x4 = 3x8 = 4x4 3x8 = Scale=1:53.9 014 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.59 BC 0.94 WB 0.29 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid -0.25 11-20 >999 240 -0.53 11-20 >650 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0=8-0, 9=0-8-0 Max Harz 2=254(LC 8) Max Uplift 2=-580(LC 10), 9=-580(LC 10) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1167, 3-4=-1683/1099, 4-5=-1363/1015, 5-6=-1474/1076, 6-7=-1384/982, 7-8=-1599/1032, 8-9=1881/1193 BOT CHORD 2-14=845/1700, 13-14=539/1295, 11-13=639/1446, 9-11=-874/1650 WEBS 3-14=386/372, 4-14=-209/514, 5-13=-275/435, 6-13=549/366, 7-11=-257/520, 8-11=412/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. %J1 1111 111#t 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2R) 5-4-2 ` ��� U I N i� to 15-0-0, Exterior(2E) 15-0-0 to 15-9-8, Exterior(2R) 15-9-8 to 24-1-6, Interior(1) 24-1-6to 26 0 0, Exterior(2E) 26-0 0 to 30 0 0 ��, PQ VF� I� zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� 'S ,:\:GE�Ns 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific.•�� F••. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. N O 68182 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 joints) except Qt=lb) S OF •� 2=580, 9=580. �,� • A. Q, .�v,: 0 R 1 p �N,�� 10NA1_ to Joaquin Velez PE No.68182 Welk USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job . Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE 2724261 G13 Special Truss 1 1 T23641672 Job Reference (optional) Oak ,a„ .,y, �/, 11 a Illy, rL - 33567, 6.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:45 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-L5o7iss99O WpMhXld2fyinOcQrgyRTdzBgm2UYzOrsK -1-4-0 6-9-4 13-0-0 17-9-8 20-51 28-8-0 30-0-0 1-4-0 6-9-4 6-2-12 4-9-8 2-8-0 8-2-8 1-4-0 4x6 = 6.00 F12 4 21 3x4 = 3x4 = 17-M 3x4 = 4x8 = 2x4 II Scale = 1:55.1 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 0.90 Vert(LL) -0.24 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 10-12 >826 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix-MSH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-10 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=294(LC 8) Max Uplift 2=580(LC 10), 7=-580(LC 10) Max Grav 2=1330(LC 15),7=1326(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/1275, 3-4=-1989/1230, 4-5=-2323/1614, 5-6=1991/1330, 6-7=-2060/1256 BOT CHORD 2-12=905/2102, 10-12=-514/1404, 9-10=-882/1759, 7-9=-881/1750 WEBS 3-12=442/423, 4-12=-281/867, 4-10=-797/1318, 5-10=-1151/884, 6-10=-157/470, 6-9=-31/269 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 17-9-8, Exterior(2R) 17-9-8 to 24-5-8, Interior(1) 24-5-8 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=580, 7=580. �1lit IIIIl v I N i NO 00182 �.' S A0 OF '.4/ 41 11111 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cent 6634 .6gd4:Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Cfiteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 0 s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE FG1u5 T23641673 2724261 Special Truss 1 1 Job Reference (optional) �Li. REFS rnarouawc tri—i Gny, FL), riani Oky, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:47 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-IUwt7XuPgOmWb?hgkThQnC6ydeVxvLBFe8F9ZRzOrsl -1-4-0 6-9A 13-0-0 19-M 22-5-8 28-8-0 30-0-0 1-4-0 6-9-4 6-2-12 6-9.8 2-8-0 6-2-8 4x6 = 6.00 12 Scale = 1:54.9 1a 3x4 i 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 9-2-0 7-8-0 2-11-8 12-8-0 6 2 8 Plate Offsets (X,Y)-- [2:0-2-16,0-1-81 [3:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.20 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.37 12-15 >926 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 138lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-580(LC 10), 7=-580(LC 10) Max Grav 2=1324(LC 15),7=1320(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2149/1247, 3-4=-1967/1203, 4-5=-2064/1315, 5-6=-197411267, 6-7=-2198/1297 BOT CHORD 2-12=883/2085, 10-12=49911401, 9-1 0=-1 243/2321, 7-9=-948/1882 WEBS 3-12=446/412, 4-12=-279/834, 4-10=506/1040, 5-9=681/451, 6-9=-321/739, 5-10=905/7114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 19-9-8, Exterior(2R) 19-9-8 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will'fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=580, 7=580. t%J1111 If r n - U I N VF�'�., , $ i No 60182 OF :4U Joaquin Velez PE No.88182 Mfrek USA,, Inc: FL Cert 6634 ,6904:Parke East Blvd. Tampa FL 33610 We: April 21, 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 MiTeke 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 ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type QtyTPILOT 15 PH3 / WATERSTONE TS'puescsal T23641674 2724261 G17 Truss 1 Job Reference (optional) ounumS rusiouur— triant city, FL), riant city, rL - JaOe/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:48 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-mgTFKtu1 RJuND9FtIADfKQeAJ2rCen9Pto7i5tzOrsH -1-4-0 6-9-4 13-0-0 19-4-10 21-9-8 24-5-8 28-8-0 30-0-0 1-4-0 6-9-4 6-2-12 6-4-10 2-4-14 2-8-0 4-2-8 1-4-0 6.00 12 3x4 = 3x4 4x6 = 3x4 = 3x4 = 4x8 = 21-9-8 Scale = 1:54.9 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITPI2014 CSI. TC 0.73 BC 0.94 WB 0.58 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.22 11-13 >999 240 -0.38 13-16 >900 180 0.08 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=294(LC 9) Max Uplift 2=-580(LC 10), 8=-580(LC 10) Max Grav 2=1323(LC 15), 8=1318(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2146/1218, 3-4=-1963/1173, 4-5=-2119/1304, 5-6=3320/1888, 6-7=-2902/1650, 7-8=-2253/1315 BOT CHORD 2-13=878/2082, 11-13=-490/1396, 10-11=1169/2314, B-10=1003/1971 WEBS 3-13=449/419, 4-13=-282/836, 4-11=521/1111, 5-11=-914/663, 5-10=-523/1078, 6-10=1444/852, 7-10=-554/1172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 � �� to 17-0-0, Interior(1) 17-0-0 to 21-9-8, Exterior(2R) 21-9-8 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 `��� �� . PQvIN , ...... plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers loading ��% ,0 i �;� S�••. rain 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 bottom live load NO 68182 •, �C psf chord nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' *. = will fit between the bottom chord and any other members, with BCDL = 10.Opsf. -0 , •� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ST D F 2=580, 8=580. i O N. N A1- %00% i111111 Joaquin .Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/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 . s Truss Type Qty Ply LOT 15 PH3 / WATERSTONET23641675 T 2724261 Special Truss 1 1 Job Reference o tional Duuu— ruswuurce (rian[ cny, FL), Piant city, FL - 33567, 6.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 2010:29:49 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Es1 eYDvfCdOErlg3stkusdBK3SBENAVY6SkGdJzOrsG -1-4-0 5-0� 6-9-4 8-4-11 13-0-0 19-2-12 23-9-8 26-5-8 26-8-0 30-0-0 1-4-0 5-0-0 1-8 14 1-7-7 4-71 6-2-12 4-6-12 2-8-0 2_ _8 1-40 4x4 = 6.00 F12 Scale=1:54.9 3x4 = 3x4 = 3x4 = 3x4 � 4x12 = 3x4 = 8-4-11 -2- 16-7-0 16 1 -0 23-9-8 26-5-8 28-8-0 6-4-11 -9- 7-5-0 0- -0 6-11-8 2.7 0 2 2 8 Plate Offsets (X Y)-- [2:0-2-10 0-1-81, [3:0 3-0 0-3-0) [5:0-3-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.32 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.54 10-11 >634 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=294(LC 6) Max Uplift 2=581(1_C 8), 8=-588(LC 8) Max Grav 2=1316(LC 13), 8=1287(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/881, 3-4=-1946/847, 4-5=-2142/932, 5-6=-4818/1883, 6-7=4016/1521, 7-8=-2322/913 BOT CHORD 2-13=631/2066, 11-13=-306/1387, 10-11=-800/2268, 8-10=-714/2047 WEBS 3-13=448/358, 4-13=-228/822, 4-11=-381/1145, 5-11=-848/505, 5-10=-899/2483, 6-10=2240/952, 7-10=-762/2140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; 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) 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=1b) 2=581, 8=588. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 10 lb up at 26-5-8 on top chord, and 5 lb down and 23 lb up at 26-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) ,Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-9=-54, 14-17=20 Continued on oaae 2 1 �QUIN VFW'fie ee`%` J0P �.G�E IV40 NO 68102 STINOF O R , O P, • \=,ee e'SS�Q //1111111 Joaquin.Velez PE Nq,68182 MiTek USA; Inc: FL Cert 6634 S900arke East Blvd. Tampa FL 33610 Date: Anril 91 9f)91 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17717I1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641675 2724261 G19 Special Truss 1 1 Job Reference (optional) ustouurca lriant uny, rLl, riant cny, rL - aa00/, 6.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:49 2021 Page 2 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-Esl eYDvfCdOErlg3stkusdBK3SBENAVY6SkGdJzOrsG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=9(B) 22=-5(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 itll Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p`�iTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , ss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE �GX T23641676 2724261 Special Truss 1 1 Job Reference (optional) u mo�uiw tna, n'uy, r�l, r—IL uny, rL - oaoor, b.43U s Mar 22 2U21 MI I ek Industries, Inc. Tue Apr 20 10:29:53 2021 Page 1 ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-6eHBNbyAGsXgJw8g5joq 1 TM8F310JAE804iTm5zOrsC -1-4-0 9-4-0 18-M 1-4, 9-4-0 9-4-0 Scale = 1:35.3 4x4 = 5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.20 BC 0.07 WB 0.08 Matrix-SH DEFL. in (loc) I/defl L/d Vert(LL) -0.00 11 n/r 180 Vert(CT) -0.00 11 n/r 120 Horz(CT) 0.00 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 97 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 18-8-0. (lb) - Max Horz 2=-205(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 14, 13, 12 except 2=168(LC 10), 10=168(LC 10) Max Grav All reactions 250 lb or less at joints) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-82/296, 6-7=-82/296 WEBS 3-18=181/263, 9-12=-178/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=451t; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 5-4-0, Comer(3R) 5-4-0 to 13-4-0, Extericr(2N) 13-4-0 to 16-0-0, Corner(3E) 16-0-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 it 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 ��' VF� Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Building Designer/ Project for ���, P&IN �� engineer responsible verifying applied roof live load shown covers rain loading requirements specific ,0.•�......... •. to the use of this truss component. ♦♦♦� ♦ •• �'•• 5) All plates are 2x4 MT20 unless otherwise indicated. � N o • 681 S 2 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 -p will fit between the bottom chord and any other members. i - ST I` �• 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where 0 40 - used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other ��. T,nt�• . � ' P ..' �♦ suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion is G185 �i��`s ': O R • •' • • • • • protection required, and galvanized plates may be used with this design. Incising factors have not been considered for this �j� S� �` `%� ng igner to verify suitability this its use. calsconnection ��N A� s tobearingfor 11 Pero vide mechanical (b others) of ruslate capable ableof withstanding 100 lb uplift at joint s 16, 17, 18, 14, (Y ) 9P P 9 P J () 13, 12 except Qt=lb) 2=168, 10=168. Joaquin Velez PE No.68182 MiTek USA, Inc. FL bert 6634 .6904 Parke Fast Blvd. Tampa FL 33610 Date: April 21, 2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply 2724261 M Roof Special 3 1 FLOT15PH3/WATERSTONET23641677 Reference o tional CZ v ,d,,, ,y, r idl IL �!Ly, rL - 0000r , B.43U s Mar 22 2U21 Mil ek Industries, Inc. Tue Apr 2010:29:54 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-agrWbwzol9fXx4j0eRK3Zhu9QTU72XEHFkSI JXzOrsB 1 4-0 6-7-4 12-8-0 13-8-021-4-0 22-8-0 1-4-0 6-74 6-0-12 1-0-0 7-8-0 1-4-0 6x12 MT20HS I� 3x8 11 3x4 = 2x4 II 4x8 = 6-74 Scale = 1:49.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.88 BC 0.91 WB 0.48 Matrix-MSH DEFL. in (loc) I/defl Ud Vert(LL) 0.25 7-20 >362 240 Vert(CT) 0.21 7-20 >424 180 Horz(CT) -0.05 7 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 104lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. Except: 4-10: 2x4 SP No.3 4-4-0 oc bracing: 8-10 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0, 7=0-4-0 Max Harz 2=397(LC 9) Max Uplift 2=-631(LC 10), 5=-445(LC 10), 7=649(LC 10) Max Grav 2=597(LC 1), 5=405(LC 20), 7=787(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/1384, 3-4=-280/434, 4-5=-260/248 BOT CHORD 2-11 =1 517/546, 10-11=-1517/546, 8-10=-909/340, 4-8=-370/192 WEBS 3-11=622/254, 3-10=-526/1224, 4-7=-491/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat, %,%% II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interjor(1) 2-8-0 to 8-8-0, Exterior(2R) 8-8-0 ,��� P WIN to 16-8-0, Interior(1) 16-8-0 to 1 B-8-0, Exterior(2E) 18-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right �. .�'�,G E'N g •• .� exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip : ." V Fes•. � DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N O 68182 • to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -p 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide zi S T OF •(V will fit between the bottom chord and any other members. i O 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) ��T • ; �� O •Q �,• \�,�� 2=631, 5=445, 7=649. Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 15 PH3 / WATERSTONE T23641678 2724261 M01 Monopilch 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 4x4 = 6.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:55 2021 Page 1 ID:6gD IOH2OVeg1 Nkl sxoNemzyuU LB-30PvoG_QoTnOZDIDC8rl6uRMztH 1 n1 XRUOBarzzOrsA 7-8-0 7-8-0 2x4 II 3x6 11 4 3x10 II Scale = 1:27.1 Q-4-S 7-3-8 7-8-0 b-4-A 6-11-0 -4- Plate Offsets (X,Y)-- [2:0-2-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.18 6-10 >464 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.16 6-10 >521 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 43 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. REACTIONS. (size) 6=0-3-8„2=0-4-0 Max Horz 2=272(LC 7) Max Uplift 6=-239(LC 10), 2=-387(LC 10) Max Grav 6=258(LC 1), 2=370(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-299/373, 4-5=575/426 WEBS 3-6=-599/950 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-4, Exterior(2E) 3-6-4 to 7-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) .Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific *%J111I I fill., * to the use of this truss component. 3) This truss has been `�f 11 - I.N. , designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for live load PQU �' �� �� a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� ' GCE N • SF••. will fit between the bottom chord and any other members. %� .!��` !� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) i No 6=239,2=387. .6.8182 OF .' 44/ Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 21,2021 -- 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 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 15 PH3 / WATERSTONE 2724261 MG Flat Girder 1 T23641679 Job Reference o lional r •r. o.4su s mar [:d zuzi mi i eK industries, Inc. Tue Apr 2010:29:56 2021 Page 1 ^^- ID:6gDIOH2OVeg1NklsxoNemzyuULB-XCyHOc_2ZnvFANtPmsMXeS_guHexWQwaj2x7NPzOrs9 3-8-8 3-7-8 4x4 = 3x10 II 3x4 = Scale = 1:25.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.18 BC 0.69 WB 0.47 Matrix -MP DEFL. in (loc) I/deft L/d Vert(LL) 0.03 4-5 >999 240 Vert(CT) -0.04 4-5 >999 180 Horz(CT) 0.01 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=0-8-0, 5=0-3-8 Max Horz 5=-249(LC 6) Max Uplift 3=-909(LC 8), 5=-1098(LC 4) Max Grav 3=1868(LC 1), 5=2207(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2871/1406 BOT CHORD 4-5=-120612553, 3-4=-1206/2553 WEBS 2-5=-2904/1498,2-4=-1140/2442 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to � I ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; Cat. ��, .0 I N eave=5ft; 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left 0 and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 �� ,.'�\'C EN plate grip DOL=1.60 `�� 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. No 68182 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 at=lb) 33 *S T O F �U - 41 8) Hanger(s) or other connection device(s) shall be sufficient to support load(s) provided concentrated 1182 lb down and 596 lb up at 1-4-12, and 1181 lb down and 596 lb up at 3-4-12, and 1181 lb down and 599lb up at 5-4-12 on bottom chord. The design/selection device(s) Tc� Q` ,•� 1� �j t> �••: R !j, SS, • • • G of such connection is the responsibility of others. • . \ % ���� LOADCASE(S) standard ��NAt. ` 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USN, Inc. FLBert 6634 Vert: 1-3=-54, 5-6=20 6904 Parke East Blvd. Tampa FL 33610 Date: ' Onril 71 '71179 Continued on Dacie 2 ® WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTeke 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 BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , . Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE T23641679 2724261 MG Flat Girder 1 - Job Reference (optional) •—•— • ••—•�—•• �• ^r, n 1,y, o.4au s mar zz zu21 mi I eK Industries, Inc. I ue Apr 20 1 U:29:57 2021 Page 2 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-?P WIDy?gK416oXRbKZtmBJ Wreg_AFtAkxighvszOrs8 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=-1182(8)10=-1181(B) 11=-1181(8) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe'(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satisfy information available from Truss Plate Instftute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , o ss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE J.rXU 641680 T23 2724261 GABLE 1 1 Job Reference o tional uue,a n,awuwua triant Cuy, R./, rant Guy, I-L - aaob/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:58 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-Tb41 Q IOJ509zQhOotGO?kW3rg4Gw_KztAMQES IzOrs7 -1-4-0 6-7-4 12-8-0 13-81 21-4-0 22-8-0 1-4-0 6-7-4 6-0-12 1-0-0 7-8-0 1-4-0 4xe i 6x12 MT20HS 3x8 = 20-11-8 Scale = 1:47.1 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 0.85 Vert(LL) 0.26 9-34 >342 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.22 9-34 >400 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 7 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 135lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 5-12: 2x4 SP No.3 5-2-0 oc bracing: 10-12 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 10 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0.4-0, 7=0-4-0, 9=0-4-0 Max Horz 2=379(LC 9) Max Uplift 2=602(LC 10), 7=-367(LC 10), 9=756(LC 10) Max Grav 2=559(LC 1), 7=344(LC 20), 9=883(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-644/1292 BOT CHORD 2-13=1468/530, 12-13=-1475/529, 10-12=884/337, 5-10=-469/225, 7-9=-142/313 WEBS 4-13=619/255, 4-12=-568/1310, 5-9=-600/924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-0, Exterior(2R) 8-8-0 to 16-8-0, Interior(1) 16-8-0 to 18-8-0, Exterior(2E) 18-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult 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 MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 12% 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) . 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=602, 7=367, 9=756. 101'1111/ff- PpU I N V No 68182 O F ICI Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date:. April 21, 2021 WARNING- Ved(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r a s Truss Type Qty Ply LOT 15 PH3 / WATERSTONE TM'XU T23641681 2724261 GABLE 1 1 Job Reference (optional) .,.,,�orn�w�uwe tries a �Ity, rL/, rmnr any, rL - 0000r, d.4JU s Mar 22 ZU21 MI I ek Industries, Inc. TUB Apr 20 10:29:59 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-xnePeelxsiHg2rb_R_vEGkc84UIjuL1P09o_kzOrs6 -1-4-0 4-0-0 B-0-0 9-4-0 1-4-0 4-0-0 4-0-0 1 4-0 Scale = 1:20.4 4x4 = 3x4 i 5 3x4 I� 0 4x8 = 4x8 = 0-4-8 4-0-0 7-7-8 8-0-0 0-4-8 3-7-8 3-7-8 Plate Offsets (X Y)-- [2:0-4-0,0-2-11 [6:0-4-0,0-2-11 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.01 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 8-13 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.04 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-96(LC 8) Max Uplift 2=-387(LC 10), 6=-387(LC 10) Max Grav 2=368(LC 1), 6=368(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-260/885, 4-6=260/885 BOT CHORD 2-8=-598/207, 6-8=598/207 WEBS 4-8=-418/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriar(2E) -1-4-0 to 2-8-0, Exterior(2R) 2-870 to 5-4-0, Exterior(2E) 5-4-0 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. % N ••• 4) BuildingDesigner / Project en engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 99 P fY� 9 PP 9 q P �� �� �'C' S .� V F • i to the use of this truss component. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� No .681' 82 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. •(V 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) :• .S 0 F 2=387, 6=387. O ` , 0 Joaquin Velez PE No.66182 Welk l jsk Inc. FL Ceft 6634 .6904: Parke EaSt Blvd. Tampa FL 33610 Date: April 21,2021 -- ® 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 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 r� l� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p Vl iT�k- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll 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 T23641682 2724261 PB Piggyback Truss 5 1 �LOT15PHVWATERSTONE Jab Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 2010:30:00 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-P_Cor 2Zd?Pgf?AA?hQTpx8Neu8JSLBAdfvLWBzOrs5 2-4-0 4-8-0 2-4-0 2-4-0 3x4 = 2x4 = 2x4 = Scale = 1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Verl(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=41(LC 8) Max Uplift 2=91(LC 10), 4=91(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,wc PQU 1 V F� 1 N i No 68182 �:. S OF 41� SsO1111,1 Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Cert 6634 ,6904:Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 f • Truss Truss Type ly LOT 15 PH3 / WATERSTONE 2724261 PB1 Piggyback Truss F2� 1 T23641683 Job Reference (optional) ounuers mrstauuce triant city, FL), Plant city, FL - 33567, 2-0-0 2x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:3U1 2021 Page 1 ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-tAmA3K2BNJXXH81MZPyiL9hYLIUYBoQJsJeu2dzOrs4 0-8-0 44 11 2x4 = 2-0-0 Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 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-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 8) Max Uplift 2=-91(LC 10), 4=-91(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. �11�111'If��1 IN i. N,o .601:82 Zz- to S OFfit Joaquin Velez PE No:68182 Mfrek USA; Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev: 5I19/2020 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Qty Ply PH3 / WATERSTONE 2724261 R2 Jack -Open Truss 1 1 �10T`15 T23641684 Job Reference (optional) --•- • •-•� �• • • Y. ter, a Y. m q ju s mar zz zun Mi i eK Industries, Inc. Tue Apr 20 10:30:02 2021 Pagel ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-LMKYGg3p8dfOvIKZ66TxuMEgthgdwFgT5zOSb3zOrs3 -1-10-10 3-1-8 1-10-10 3-1-8 Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix MP Weight: 13lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 3=-19(LC 5), 2=-194(LC 8), 4=-3(LC 1) Max Grav 3=36(LC 13), 2=173(LC 1), 4=30(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=194. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 lb up at 1-5-4, and 42 lb down and 52 lb up at 1-5-4 on top chord, and 31 lb up at 1-5-4, and 31 lb up at 1-5-4 on bottom chord. The desigrl/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 (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=105(F=52, B=52) 9=35(F=17, B=17) \III'111.1//'.j �%, PQV i N VFW i�i �o ' G�E.N cc� 4* No .68182 :� • S OF '•�C/ <C/ N tee �►1111.111\\ Joaquin Velez PE Nd.68182 Mfrek USA, Inc: FL Cert 6634 ,6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 -- WARNING - Veriy design pamrtreters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE 1,1II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and 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 Jo4 c • Truss Truss Type Qty Ply LOT 15 PH3 / WATERSTONE 2724261 T23641685 R7 JACK -OPEN TRUSS 3 1 Job ReferenCat.." e o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:30:02 2021 Pape 1 �—ruu uvrvru400vpdIyypvsu-LMKYUgJPbdtOVIKZ66TxuMEgXhmKWCDT5zOSb3zOrs3 -110-1010 6-3-7 1-10-13 6-3-7 9 3-7- 6 3-7-6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:22.2 v v o - 3x4 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.30 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 BC 0.37 Vert(CT) -0.06 7-10 >999 180 WB 0.22 Horz(CT) 0.01 5 n/a n/a Matrix-MSH Weight: 42 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) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=241(LC 8) Max Uplift 4=-80(LC 8), 2=-267(LC 8), 5=-170(LC 8) Max Grav 4=78(LC 1), 2=404(LC 1), 5=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/214 BOT CHORD 2-7=-294/530, 6-7=294/530 WEBS 3-7=0/307, 3-6=-640/355 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except 0=1b) 2=267, 5=170. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 lb up at 1-5-4, 42 lb down and 52 lb up at 1-5-4, 6 lb down and 83 lb up at 4-3-4, 6 lb down and 83 lb up at 4-3-4, and 45 lb down and 130 lb up at 7-1-3, and 45 lb down and 130 lb up at 7-1-3 on top chord, and 31 lb up at 1-5-4, 31 lb up at 1-5-4, 6 lb down and 9 lb up at 4-3-4, 6 lb down and 9 lb up at 4-3-4, and 34 lb down and 1 lb up at 7-1-3, and 34 lb down and 1 lb up at 7-1-3 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 (plf) Vert: 1-4=-54, 5-8=-20 , > ,,rjltllllllJttj��', P& I NO V ivi i No 60182 •' S OF .t�1 /,% .r� O R P`� /LILIUI Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid far use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, note 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' ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSI/rF11 Qualify Criteria, DSB-89 and SCSI Building Component Parke East Blvd. Tampa, East Safety Information available from Truss Parke ss Plate Institute, 2670 Crain'Highway, Suite 203 Waldorf, MD 20601 Jot% a a ss Truss Type City Ply LOT 15 PH3 / WATERSTONE 7R7 T23641685 2724261 JACK -OPEN TRUSS 3 1 Job Reference o tional 1= l a,,. Ly, r�I, rldl IL �Iky, rL - 3,356 , t1.43U s Mar 22 2U21 MiTek Industries, Inc. Tue Apr 20 10:30:03 2021 Page 2 I D:ZYc6AO G N bVAfFo43ovpJT9ypvs Q-gZtw U?4 Rvwn F WS vlgq_ARam rH56ZffTcKd7?7 VzOrs2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 11=105(F=52, B=52) 12=-4(F=2, B=-2) 13=-89(F=-45, B=-45) 14=35(F=17, B=17) 15=-12(F=-6, B=6) 16=-47(F=-24, 6=-24) 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 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 ANS//TPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi r For 4 x 2 orientation, locate plates 0- "i ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE'SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 0 Of O 2 U EL O 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS. AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 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 truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.