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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 GF; �81 D Maitland, Florida 32751 P:,(321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 10, 2021 Building Department Ref: Adams Homes Lot: Lot 117 Blk. 5 Subdivision: Fort Pierce - Waterstone Address: 5330 San Benedetto Pl. Model: 1635 B LHG KA # 21-4891 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 4/19/21 2743223 160 C 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 co irmmg al quantities an unensions, se ectmg appropna e a Ia ion processes an®oaal 1 00 techniques; and coordinating work with all other trades.oa°sB '� tis•'.G� Note: Truss ID's may vary. •• If you have any questions, please do not hesitate to call. : cn 0 Sincerely, OF G 5/10/2021 °®o •��1(1�11����, Carl A. Brown, P.E. FL. # 56126 FDS Engineering Associates, A TSG Company "Your Building Code Experts" '0 411111B6EO Luis Pabl Torres, P.E. FL. # 878 4 XJ � _ IIL • 1 � 1 1 EMEMEEMENEEMEEME 1 InODD 1 Mill SPACE 111=1 11 IMIP'2111�ga I�.I, F.I 1 Fii MrA VIA 111111 0 'PAW. ,, 111111111111 IIIIIII■ 111� IIIIIIII■ IIIIIII■ IIIIIIIIII, IIIIIIIIII, I_ IIIIIIII■ II,, �ON ■111 1 11 11 11 11 1� // • 1 1 1 I 1 1 i7 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 05/10/2021 By: ES Submittal No.: Project No.: 21-4891 Project Eng.: Luis Project Name: Adams Homes -Fort Pierce -Waterston -Lot 1171315 VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAM NG REQUIRED IN FIELD BY BUILDER M" WIND FORCE RESISTING SYSTEMX:C HYBRID MD ASGET-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANGY CATEGORY It This Drawing Must Be Approved And D LOAD IN MPH Returned Before Fabrication Will TA MD IMPORTANCE FACTOR 1.00 TRUSSES NAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WRH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval 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 Date BCDL: 10 PSF BCDL• 6 PSF TOTAL: 37 PSF TOTAL: 55 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. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER Adams Homes PROJECT: I BLK 160 MODEL: 1635 B 1 OX20 LANAI ADDRESS: 1 6330 SAN BENEDETTO PL LOT / BLOCK: 11716 SUBDIVISION: I WATERSTONE CITY: I FT PIERCE DRAWN BY: KSANCHEZ JOB 0 : 1 2743223 DATE: 1 04/11/2021 1 SCALE: I NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 305-1301 RE: 2743223 MiTek USA, Inc. LOT 117/5 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Melbourne - Bill R Project Name: 2743223 Lot/Block: 117/5 Model: 1635 B 10x20 LANAI Address: 5330 SAN BENEDETTO PL Subdivision: WATERSTONE City: FT PIERCE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 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 T23543073 A01 4/19/2021 21 T23543093 C3V 4/19/2021 2 T23543074 A02 4/19/2021 22 T23543094 C5 4/19/2021 3 T23543075 A03 4/19/2021 23 T23543095 C5P 4/19/2021 4 T23543076 A04 4/19/2021 24 T23543096 C5V 4/19/2021 5 T23543077 A05 4/19/2021 25 T23543097 D01 S 4/19/2021 6 T23543078 A06 4/19/2021 26 T23543098 D02 4/19/2021 7 T23543079 A07 4/19/2021 27 T23543099 E3 4/19/2021 8 T23543080 A08 4/19/2021 28 T23543100 E5 4/19/2021 9 T23543081 A09 4/19/2021 29 T23543101 E7 4/19/2021 10 T23543082 A10 4/19/2021 30 T23543102 E7P 4/19/2021 11 T23543083 B01 4/19/2021 31 T23543103 E7V 4/19/2021 12 T23543084 B01 S 4/19/2021 32 T23543104 F01 4/19/2021 13 T23543085 B02 4/19/2021 33 T23543105 H3 4/19/2021 14 T23543086 B03 4/19/2021 34 T23543106 H5 4/19/2021 15 T23543087 C1 4/19/2021 35 T23543107 H7 4/19/2021 16 T23543088 C1C 4/19/2021 36 T23543108 H7P 4/10/2021 17 T23543089 C1P 4/19/2021 37 T23543109 H7V 4/19/2021 18 T23543090 C1V 4/19/2021 38 T23543110 L03 4/19/2021 19 T23543091 C3 4/19/2021 39 T23543111 L04 4/19/2021 20 T23543092 C3P 4/19/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named islicensedin the jurisdiction(s) identified and that the designs comply with ANSI/TPl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. IofI ��rrrrulul��� % %%��..PQv�iu vF��•,,� .%,' G E: No 68.82 *; S E OF 0 • �(/ v % Joaquin Velez PE .68182 MITek UsA„ Inc..Fl. Cert66M n36 t Parke East Blvd. -.Tampa FL 336.10 April 19, 2021 ip• Velez, Joaquin 1. Job s Truss Type Qty Ply LOT117/5WATERSTONET23543073 T 2743223 GABLE 1 1 Job Reference (optional) irce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:00 2021 Page 1 ID: cmKy7cFMkLnvNbg7gOmOVozm C W V-m51N7SYk8mvT6CgTGG55ZL6P35?POIQ N WljzObzRTOr r1-4-0 6-2-0 7-8-0 13-9-15 18-9-15 18-8�0 26-8-0 32-9-11 39-4-0 p0-8-Q 1-4-0' 6-2-(l 1-6-0 6-1-15 5-0-0 0-10-1 7-0-0 6-1-11 6-6-5 1-4-0 Scale = 1:73.1 5x6 ^ 6 7 « n zu 1y its 14 13 Sx8 = 6x8 = 4x12 = 3x6 II 5x6 = 5x8 = 7-8-0 9-6-9 13-9-15 18-9-15 19-8 p 26-8-0 32-9-11 39-41 7-8-0 1-10-9 4-3-1 5-0-0 0-10-1 7-0-0 6-1-11 6-6-5 Plate Offsets (X,Y)-- [2:0-4.0,0-3-1], [4:0-4-0,0-3.0], [7.0-3-8,0-2-8], [9:0-4-0,0-3-0], [11:0-4-0,0-3-1], [17:0-2-8,0-3-0]. [21:0-4-0,Edge], [25:0-1-13,0-1-0], [49:0-1-10,0-1-0], 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 0.84 Vert(LL) -0.43 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.76 15-16 >625 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 331 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 2-4,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except' WEBS 1 Row at midpt 6-19. 7-15 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-416(LC 8) Max Uplift 2=-791(LC 10), 11=791(LC 10) Max Grav 2=1797(LC 15), 11=1801(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3236/1590, 4-5=-2515/1398, 5-6=-2536/1434, 6-7=-2456/1456, 7-8=-4012/2191, 8-9=-3896/1960, 9-11=-3235/1581 BOT CHORD 2-22=1238/3177, 20-22=-1237/3187, 16-17=-693/2273, 15-16=-693/2273, 8-15=-372/408, 11-13=-1227/2863 WEBS 5-20=343/190, 17-19=01449, 7-17=-442/1296, 7-15=-1056/2184, 16-18=-278/0, 17-20=-935/2540, 4-20=-891/419, 4-22=0/291, 9-13=-904/523, 13-15=-1252/3034, 9-15=196/768 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Exterior(2R) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Ezterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=791, 11=791. tU I N' V it. ����i G E IV, No 681.82 9' 1Z S F '• .Joaquin Velez PE Nd.68182 MiTek USA, Inct FL Cent 66A 69009rke East Blvd. Tilitpa FL 33610 Date - April 13,2021 -- 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 l� building design. Bracing Indicated is to prevent buckling of individual truss web and chord members only. Additional temporary and permanent bracing IyliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute11 , 2670brain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ---] Job Truss Truss Type Qty Ply T23543073 2743223 A01 GABLE 1 1 �LOT11715WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:00 2021 Page 2 ID: cm Ky7cFMkLnvNbg7gOmOVozmC W V-m5lN7SYk8mvT6CgTGG55ZL6P35?POjQN WljzObzRTOr NOTES- 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only withMiTek® 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 Mew always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/t Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 11715 WATERSTONE TA02ss T23543074 2743223 SPECIAL 2 1 Job Reference (optional) Y. /, r e„r ,,,,y, rL - aaoor, 16.43u s Mar 22 2U21 MiTek industries, Inc. Mon Apr 12 12:18:01 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-FHJmLoZNv31KkMPfgzCK6YfaUVJA7BvXkPSWZ1zRTOq 1-0 012-11-13 19-0-0 1 -8 26-6-3 33-1-0 39-4-0 0-8 1 -4-0 6 411 6-7-1 6-0-3 8- 6-10-3 6-6-13 6-3-0 1-4-0 Scale = 1:72.5 5x6 3x6 = 2x4 II 4x6 = 3x4 11 5x8 4x12 = 3.00 12 19-0-0 1 22-2-7 30-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 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 0.86 BC 0.97 WB 0.83 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.54 10-11 >871 240 -0.88 10-11 >538 180 0.39 8 n/a n/a PLATES MT20 MT20HS Weight: 225lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 14-18,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-787(LC 10), 8=-787(LC 10) Max Grav 2=1536(LC 1),8=1535(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/1581, 3-4=-2298/1414, 4-5=-2234/1428, 5-6=-2491/1552, 6-7=-4590/2490 7-8=-4882/2657 BOT CHORD 2-17=1222/2621, 15-17=-1223/2617, 11-12=-664/1844, 10-11=1337/2870, 8-10=2231/4407 WEBS 3-17=0/264, 3-15=-626/364, 4-15=-290/210, 12-15=-943/2106, 4-12=224/253, 6-10=789/1755, 7-10=-317/325, 5 11=-502/1027, 6-11=-1101/746, 5 12=-413/844 IN '%Itj,,' NOTES• J EN, 1) Unbalanced roof live loads have been considered for this design. �. � V 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. i 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Exterior(2R) IVO; .081.$2 •, 15 B-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 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) All plates are MT20 plates unless otherwise indicated. op O ST' , OF '�4U 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'oo T ; A% oo 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 �i 0 R t�I SS • • • •' • chord and any other members. 7) eari `: �, ��I� on Sid ers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify N k capacity fbearing surface. r� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joag6in Velez PE NOX8182 2=787, 8=787. MITek USA, lnc> FL Cert 6ti34 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904,Pafke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date; April 13,2021 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II4473 rev. 5/19/2020 BEFORE USE. WN, 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 andpermanent 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 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 117/5 WATERSTONE T23543075 2743223 A03 SPECIAL 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:02 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQljUtBY8a?gN9BMW sOgBZemCl7vgasczgz3C45TzRTOp r1 4 0 6 3-0 12-9-13 19-8-0 26-6-3 33-1-0 39-4-0 A0.8 Q 6-3-0 6-6-13 6-103 6-10-3 6-6-13 6-3-0 1-4-0 5x6 5x8 3.00 F12 30-8-0 39-4-0 5x8 Scale=1:71.1 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 0.87 BC 0.96 WB 0.93 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.67 10-12 >708 240 Vert(CT) -1.20 10-12 >394 180 Horz(CT) 0.61 8 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 194lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 6-12, 4-12 11-13: 2x4 SP M 31, 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-791(LC 10), 8=-791(LC 10) Max Grav 2=1527(LC 1), 8=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4856/2668, 3-4=-4565/2501, 4-5=-2178/1377, 5-6=-2177/1377, 6-7=4572/2503, 7-8=-4863/2670 BOT CHORD 2-13=2241/4677, 12-13=-1351/2949, 10-12=-1351/2837, 8-10=-2243/4394 WEBS 6-12=1227/822, 6-10=-784/1779, 7-1O=315/326, 5-12=786/1529, 4-12=1305/822, 4-13=782/1921, 3-13=-303/326 NOTES- 'N '4f 1) Unbalanced roof live loads have been considered for this design. , .• �.E N 8 •` �i� G 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. ,�� : •' �i F••% II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Exterior(21R) N o 68182 •: 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Extedor(2E) 36-8-13 to 40-8-0 zcne;C-C for members and forces & MWFRS for * :• reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. O ;� S OF 5) This truss has been designed fora 10.0 psf bottom chord jive 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 � fit between the bottom �i� 0 R 1 Q will chord and any other members. 7) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify isS'�p capacity of bearing surface. 41,1141 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1111/11�, 2=791, 8=791. Joaqulu Velez PE Nd,68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904Rarke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Verily 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 ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 117/5 WATERSTONE T23543076 2743223 A04 SPECIAL 1 1 Job Reference (optional) nunciers rrsmource (riant city, FL), Hlant tarty, FL - 33b8/, 8.430 s Mar 22 2021 MiTekdndustries, Inc. Mon Apr 12 12:18:04 2021 Page 1 4-Oi 6-30 2 19--0 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-fs_uzgbFC_PvbgBEV5A1jBH46c-iL-OKa3zRMhA9.M•&zRTOn 6-0 612 210-4-0 26-64 33.1-0 33400 -4-0 6.2.4 A1O4-00FIN it 3-6-2-4 6.6-12 5x6 = 5X6 = Scale = 1:73.1 5X8 3.00 12 5X8 ZZ 20-4-0 8-8-0 15-3-6 19-0-0 1 -8 24-0-10 30-8 0 39-4-0 8-a-0 6-7-6 3-B-10 -8 3-8-10 6-7-6 8-8-0 0-8-0 Plate Offsets (X,Y)-- [2:0-2-6 Edge],[3:0-3-0,0-3-0] [5:0-3-0 0-2-0] [6:0-3-0 0-2-0] [8:0-3-0 0-3-01[9:0-2-6 Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.67 11-13 >706 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.19 11-13 >395 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 202lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 4-14, 7-13 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-416(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1),9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4867/2738, 3-4=-4566/2554, 4-5=-2225/1451, 5-6=-1926/1401, 6-7=-2226/1451, 7-8=-4569/2555, 8-9=-4869/2739 BOT CHORD 2-15=2307/4689, 14-15=-1393/2936, 13-14=-736/1926, 11-13=-1393/2836, 9-11=2308/4401 WEBS 3-15=312/340, 4-15=-791/1930, 4-14=-1282/813, 7-13=-1206/813, 7-11=-792/1774, 8-11 =325/340, 5-14=-415/780, 6-13=-410/788PQuIN V NOTES- 1) Unbalanced roof live loads have been considered for this design. * 11�; y. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. i 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-0-13, Exterior(2R) No 6_0 82 •:" 15-0-13 to 24-3-3, Interior(1) 24-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 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.-p. S F .• 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. �o .�[�;� Q' ��j�``S'•: 6) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 0 R,1 \ �-4 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 fit between the bottom J#j i�I� ON A` will chord and any other members. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) MITek USA, Inc..FL heft 66M 2=791, 9=791. 6904.-Parke East Blvd. Tampa FL 33610 10) This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and 1/2" gypsum Date: sheetrock be applied directly to the bottom chord. April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTeM connectors. This design is based only uponparameters 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 trusssystems, see ANS/1TFl1 Quality Criteria, DSO-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 Qly Ply �LOT11715WATERSTONE T23543077 2743223 A05 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Man Apr 12 12:18:06 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSz5aQ1-bF6fOVdVkcfdr7lddWCVpcMSbW2_oT?GugAHEFzRT01 6-3-0 11-11-12 17-0-0 22-4-0 27-4-5 33-1-0 39-4-0 AO-8- 1-4-0 6 3-0 5-8-12 5-0-5 5-4-0 5 0-5 5 B-11 6-3-0 '14-0 8x14 MT20HS 11 6.00 FIT 8x14 MT20HS // Scale = 1:73.8 4x10 MT20HS Zz 4xl0 MT20HS 3.00 F12 8-8-0 17-0-0 22-4-0 30-8-0 39-4-0 8-82 8-4-0 5-4-0 B-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-0-14,Edgel, [4:0-3-0,0-3-0), [5:0-2-7, Ed gel, [6:0-2-7,Edge], [7:0-3-0,0-3.0], [9:0-0-14,Edge], [11:0-7-0,0-3-8], [15:0-7-0,0-3-81 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 [nor YES Code FBC2020ITP12014 CSI. TIC 0.77 BC 0.87 WB 0.71 Matrix -AS DEFL, in (loc) Vdefl Lid Vert(LL) -0.80 11-12 >594 240 Vert(CT) -1.28 11-12 >369 180 Horz(CT) 0.60 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except* WEBS 1 Row at midpt 4-14, 7-12 13-15,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-375(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1806(LC 15), 9=1806(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5920/2911, 3-4=-5632/2733, 4-5=-2840/1709, 5-6=2511/1620, 6-7=-2841/1709, 7-8=-5355/2733, 8-9=5652/2911 BOT CHORD 2-15=2464/5646, 14-15=-1622/3816, 12-14=-1011/2645, 11-12=-1622/3383, 9-11=2464/5113 WEBS 3-15=252/320, 4-15=-769/2226, 4-14=-1503/781, 5-14=415/1092, 6-12=-415/1046, 7-12=14281781, 7-11=-769/2071, B-1 1=-265/320 �\�IIIIIJ/II NOTES- 1) Unbalanced live loads have been for this design. ,%%% QU I N .% roof considered OQ�% 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. , ,••�_G E N S'•:,?*i II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 13-0-13, Exterior(2R) ♦♦� ♦ •' �i F •; • 13-0-13 to 26-3-3, Interior(1) 26-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for • N o 68182 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. "O 5) All plates are MT20 plates unless otherwise indicated. 0 �• S OF 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith any other live loads. �L(/ 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 wideT(• O Q;•.• �,♦♦ �i�`' •� 0' R N will fit between the bottom chard and any other members, with BCDL = 10.0psf. •. �. `♦ ,tS/ • • • • • •�`` 8) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �Ij ��♦ capacity of bearing surface. �I��JO N'A 'a,%% 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=791, 9=791. Joaqu[li Velez PE Nd.68182 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, toe: FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 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 andproperty 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/TPIl Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23543078 2743223 A06 SPECIAL 1 1 �LOT117/5WATERSTONE Job Reference (optional) builders rirstsource (Plant Cdy, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:08 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-XeEPpBfmFDvK4RS?kxEzu1R15JjUGPWZL_f017zRTOj r1-4-O 6-3-0 8-8-0 10-11-15 15-0-0 19-8-0 24-4-0 28-4-1 3%8-0 33-1-0 39-4-0 40-8-Q '1-4-0 6-3-0 2-5-0 2-3-15 4-0-1 4-8-0 4-8-0 4-0-1 2-3-15 2-5-0 6-3-0 1-4-0 6.00 12 4x10 MT20HS % 3.00 12 15-0-0 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 `Except' 14-16,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-335(LC 8) Max Uplift 2=-791(LC 10), 10=791(LC 10) Max Grav 2=1788(LC 15), 10=1788(LC 16) 5x6 = 3x4 = 5x6 = 256 26 7 3x8 = 4x10 MT20HS Scale = 1:74.6 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TC 0.97 Vert(LL) -0.66 13-15 >717 240 MT20 244/190 BC 0.93 Vert(CT) -1.15 13-15 >412 180 MT20HS 187/143 WB 0.58 Horz(CT) 0.63 10 n/a n/a Matrix -AS Weight: 197 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5730/2968, 3-4=-5565/2923, 4-5=-3244/1909, 5-6=-2899/1823, 6-7=-2801/1823, 7-8=-3136/1909, 8-9=-5318/2923, 9-10=-5491/2968 BOT CHORD 2-16=2510/5428, 15-16=-2319/5092, 13-15=-1376/3000, 12-13=-2319/4623, 10-12=-2510/4953 WEBS 4-16=547/1516, 4-15=-2253/1137, 5-15=-469/1120, 6-15=-318/169, 6-13=318/169, 7-13=469/1149, 8-13=-2123/1137, 8-12=547/1411 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3,.Interior(1) 2-7-3 to 11-0-13, Exterior(2R) 11-0-13 to 18-11-3, Interior(1) 18-11-3 to 20-4-13, Exterior(2R) 20-4-13 to 28-3-3, Interior(1) 28-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 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) 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) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=791, 10=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. "(i111111io � Pp U I N v.G E N r No 60182 S OF �R1p N •,��sS�O N At. 11111111/�� Joaquin Velez, PE N6.68182 MiTek USA, Inc..FL Celt 6634. 6904.Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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 - MITe'C° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 117/5 WATERSTONE T23543079 2743223 A07 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:10 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-UOM9EtgOng92JIbOsMHRzSX6s7PZkG9rplBVNOzRTOh r1-4-0, 7-3-13 13-0-0 19-8-0 26-4-0 32-0-4 39-4-0 40-84 1-4-0 7-3-13 5-8-3 6-8-0 6-8-0 5-8-4 7-3 12 1-4-0 5x8 :r- 3.00 12 Plate 5x8 = 6.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-14,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-791(LC 10), 8=-791(LC 10) Max Grav 2=1527(LC 1), 8=1527(LC 1) 4 23 24 3x4 = 5x8 = 5 25 266 3x4 = 23-9-3 30-8-0 5x8 Scale = 1:72.7 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.95 Vert(LL) 0.6610-11 >716 240 MT20 244/190 BC 0.95 Vert(CT) -1.00 11-13 >472 180 MT20HS 187/143 WB 0.83 Horz(CT) 0.63 8 n/a n/a Matrix -AS - Weight: 187 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4814/2998, 3-4=-4578/2937, 4-5=-2992/2060, 5-6=-2992/2060, 6-7=-4578/2937, 7-8=-4814/2998 BOT CHORD 2-14=2534/4440, 13-14=-1493/2788, 11-13=-1734/3163, 10-11=-1493/2788, 8-10=2534/4341 WEBS 3-14=320/347, 4-14=-1071/1956, 4-13=141/517, 5-13=380/257, 5-11=-380/257, 6-11=141/517, 6-10=1070/1831, 7-10=327/347 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 9-0-13, Extedor(2R) 9-0-13 to 16-11-3, Interior(1) 16-11-3 to 22-4-13, Exterior(2R) 224-13 to 30-3-3, Interior(1) 30-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 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) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSUTPI 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=791,8=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m 0 4 0 0 N f it rill IIEN Llff� i� No. 68182 r � r 'O • ir ,: p t• S O ,cF : 41J s,0 N A� 11, Joaquln Velez PE N6.68182 Mfrek USA, IncJL 6ert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 designermust 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 IYIiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery,. erection and bracing of trusses and truss systems, see ANS1/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply FLOTR117/5WATERSTONET23543080 2743223 ADS SPECIAL 11eference o tional ers Flrstbource (Hiant city, HL), Ylant arty, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:11 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-yDwYRDheY8lvxuAaP3ogVf3GuXkYTnd72yt2vSzRTOg 1 4-Q 5-11-1 11-0-0 16-2-3 23-1-13 28-4-0 33-4-15 31 -0 AO-B-q 1-4-0'5-0-15 5-2-3 6-11-10 5-2-3 5-0-15 5-11-1 1-4-0 6.00 12 2x4 Z� 23 3 1.5x8 STP = 22 1 2 o , 5x8 % 3.00 12 8-8-0 Scale = 1:71.4 5x6 = 2x4 II 5x6 = 5x6 = 4 24 25 5 6 26 27 7 28 2x4 B O M =4� �29 15 14 13 1211 c6x12 MT20HS = 3x8 = 4x10 MT20HS = 6x12 MT20HS'=0 Iv 0 3x4 = 5x8 23-1-13 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 0.99 Vert(LL) 0.78 14 >604 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1,.15 14-15 >409 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.68 9 n/a n/a BCDL 10.0 Code FEC2020ITP12014 Matrix -AS Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied. 2-15,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4843/3049, 3-4=-4552/2806, 4-5=-3951/2573, 5-6=-3951/2573, 6-7=-3948/2571, 7-8=-4552/2806, 8-9=-4843/3049 BOT CHORD 2-15=2594/4414, 14-15=-1759/3231, 12-14=-2139/3959, 11-12=-1760/3231, 9-11=2594/4371 WEBS 3-15=307/362, 4-15=-745/1516,4-14=-451/993,5-14=-344/316, 6-12=-405/317, 7-12=447/988, 7-11 =-744/1465, 8-11=-317/361 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 7-0-13, Exterior(2R) 7-0-13 to 14-11-3, Interior(1) 14-11-3 to 24-4-13, Exterior(2R) 24-4-13 to 32-3-3, Interior(1) 32-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=791, 9=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. rj11111111ftI No 681.82 S OF .��u` ORI A Joaquin Velez PE No.68182 MITek USA', IncJLBert 6634 6904:Parke East Blvd: Tampa FL 33610 oafs: April 13,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MII-7473 rev.,5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon. parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TPll 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 Truss Truss Type Qty Ply LOT 117/5 WATERSTONE T23543081 2743223 A09 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:13 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-ub1lsviu4lYdACKzXUg8b49bNKQXxczlVGM9_LzRTOe r1-4-0 6-3-0 9-0-0 15-8-15 23-7-1 3%- O 33-1-0 39-4-0 A0-111 1-4-0 6-3-0 2-9-0 6-8-15 7-10-1 6-8-15 2-9-0 6-3-0 1-4-0 6x12 MT20HS = 2x4 11 6.00 12 4 24 25 26 5 2x4 3 1.5x8 STP = 23 22 2 15 14 1 5x8 = o 6x12 MT20HS = 5x8 % 3.o0 12 5x6 = 6x12 MT20HS = 5x8 Scale = 1:71.4 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 Cade FBC2020/TPI2014 CSI. TC 0.99 BC 0.94 WB 0.89 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 1.03 12-14 >457 240 Vert(CT) -1.53 12-14 >309 180 Horz(CT) 0.77 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-212(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1). 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4798/2979, 3-4=-4613/2835, 4-5=-5462/3348, 5-6=-5462/3348, 6-7=-5454/3342, 7-6=-4614/2835,8-9=-4797/2978 BOT CHORD 2-15=2521/4324, 14-15=-2143/3965, 12-14=-2977/5477, 11-12=-2144/3966, 9-11=2521 /4324 WEBS 4-15=608/1218, 4-14=-876/1715, 5-14=404/377, 6-12=-446/379, 7-12=-868/1705, 7-11=607/1191 �111111 f #,it- NOTES- ��, P•QUIN V�C ��I 1) Unbalanced roof live loads have been considered for this design. • G E N'' ^ �� SF�••• �i 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat.•'•�i` 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 5-0-13, Exterior(21R) N.O 68182 ••: 5-0-13 to 12-11-3, Interior(1) 12-11-3 to 26-4-13, Exterior(2R) 26-4-13 to 34-3-3, Interior(1) 34-3-3 to 36-8-13, Exterior(2E) 36-8-13 to "& * : *. 40-8-0 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. : x 4) Provide adequate drainage to prevent water ponding. S OF (V 5) All are MT20 indicated. (( plates plates unless otherwise 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .01. j �i % 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t`S�' 0 �R •'•`�\,�� will fit between the bottom chord and any other 40�IS�ON A; `,��`, 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIrrPI 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 joints) except (jt=lb) doaquln Velez PE No.68182 2=791, 9=791. MiTek USA, Inc: FLBert 6634 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum .6904:Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 117/5 WATERSTONE T23543082 2743223 A10 SPECIAL 1 q J Job Reference (optional) builders FirstSource (Plant Gity, FL), Plant Gity, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:14 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSz5aQ1-Mobg3EjWr3gUoMv95CLN71huPksgg6DRkw6iWnzRTOd r1-4-0, 3-1-9 7-0-0 12-1-12 17-1-7 22-2-9 27-2-15 32-4-0 36-2-7 31-4-0 AO-8-Q 1-4-0 3-1-9 3-10-7 5-1-12 4-11-11 5-1-2 5-0 6 5-1-1 3-10-7 3-1-9 1-4-0 6.00 12 3x4 i 3 1.5x8 STP = 1 2 o 4x6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 Scale = 1:71.4 6x8 = 2x4 II 4x6 = 7x10 = 2x4 II 6x8 — 4 25 5 26 6 7 27 8 28 9 3x4 10 N 1.5x8 STP = 1829 17 16 15 14 N 13 11 m1d' 6x12 MT20HS =5X8 6x12 MT20HS2x4 Sx8 = 30 12 I41� 6x12 MT20HS = 3.00 12 4x6 ZZ 12-1-1 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-7,7-9: 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-170(LC 6) Max Uplift 2=-1779(LC 8), 11=1779(LC 8) Max Grav 2=3475(LC 13), 11=3475(LC 14) 31-11-8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.46 Vert(LL) 1.1215-16 >421 240 MT20 244/190 BC 0.55 Vert(CT) -1.38 15-16 >341 180 MT20HS 187/143 WB 0.63 Horz(CT) 0.57 11 n/a n/a Matrix-MSH Weight: 624 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11253/5484, 3-4=-12538/6080, 4-5=-16925/8460, 5-6=-16921/8454, 6-7=-19216/9674, 7-8=-16755/8435, 8-9=16759/8440, 9-10=-12409/6079, 10-1 1=-1 114815484 BOT CHORD 2-18=4848/10339, 17-18=5566/12012, 16-17=9456/19259, 15-16=-9414/19137, 14-15=-9421/19124, 13-14=5564/11757, 11-13=4846/10118 WEBS 4-18=1 406/3383, 4-17=-2823/5436, 5-17=-785/635, 6-17=-2550/1314, 6-16=0/296, 7-15=0/295, 7-14=-2520/1299, 8-14=-793/633, 9-14=-2808/5409, 9-13=-1405/3326, 3-18=748/1660, 10-13=-756/1681 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chards connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-5-0 cc, Except member 174 2x4 - 1 row at 0-9-0 cc, member 5-17 2x4 - 1 row at 0-9-0 cc, member 17-6 2x4 - 1 row at 0-9-0 cc, member 6-16 2x4 - 1 row at 0-9-0 cc, member 16-7 2x4 - 1 row at 0-9-0 oc, member 7-15 2x4 - 1 row at 0-9-0 cc, member 14-7 2x4 - 1 row at 0-9-0 cc, member B-14 2x4 - 1 row at 0-9-0 cc, member 14-9 2x4 - 1 row at 0-9-0 cc, member 3-18 2x4 - 1 row at 0-9-0 cc, member 10-13 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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. IIIIIIIIIy/� PaUIN No 681'82. • + it + O S OF .: ♦��SS,�O N A„`��C�, 111 Joaquln Velez PE,No:68182 MiTek USA; Inc.. FL Cert.6634 .6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 r.nntimipff on Dade 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19Q020 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 I� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing P iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 117/5 WATERSTONE T23543082 2743223 A10 SPECIAL 1 q J Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:14 2021 Page 2 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-Mobg3EjWr3gUoMv95CLN71huPksgg6DRkwsiWnzRTOd NOTES- 10) Bearing atjoint(s) 2, 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 jcint(s) except Qt=lb) 2=1779, 11=1779. 12) Girder carries hip end with 7-0-0 end setback. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 32-4-0, and 733 lb down and 321 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-113(F=-58), 9-12=-54, 19-29=-20, 18-29=-42(F=-22), 13-18=-42(F=-22), 13-30=-42(F=22), 22-30=-20 Concentrated Loads (lb) Vert: 29=475(F) 30=475(F) ® 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 ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job ss Truss Type City Ply TBOl T23543063 2743223 COMMON 1 1 �LOT`117/5WATERSTONE Job Reference (optional) s FirstSource (Plant City, FL), Plant City, FL - 33567,. 8.430 s Mar 22 2021 MiTek Industries, Inc. Man Apr 12 12:18:15 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-q_92Hak9cNoLQWULevscgVE5S87KPeQbyarG2DzRTOc 1 4-0 4-3-11 8-2-7 10-0-0 11-9-9 15-8-5 19-8-0 21-0-0 1-4-0 4-3-11 3-10-12 1-9-9 1-9-9 3-10-12 3-11-11 Scale = 1:36.8 3x4 3x6 i 3x8 4 6 6.00 F12 20 21 2x4 \\ 2x4 3 7 2 2 19 2 8 x = 9 Iv o e e 12 23 11 10 ° r e 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = 5-9A 14-2-12 20-0-0 5-9A 8-5-8 5-9A Plate Offsets (X Y)-- [5:0-2-15 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.34 10-12 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.52 10-12 >463 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=230(LC 9) Max Uplift 2=-533(LC 10), 8=-505(LC 10) Max Grav 2=1145(LC 15), 8=1119(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2042/1348, 3-4=-1928/1322, 6-7=-1936/1336, 7-8=2051/1365 BOT CHORD 2-12=1045/1938, 10-12=-717/1362, 8-10=-1065/1779 WEBS 7-10=264/270, 3-12=-259/253, 4-6=-1228/1061, 4-12=-355/843, 6-10=-376/852 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 6-0-13, Exterior(2R) 6-0-13 to 13-11-3, Interior(1) 13-11-3 to 17-0-13, Exterior(2E) 17-0-13 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ` , �� u' N �tr 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific y�PQ to the use of this truss component. ,�� ,o E . • F �i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� \i�` S��'•. �i 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • i will fit between the bottom chord.and any other members, with BCDL = 10.Opsf. NO, 68 J 8Z ••t 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 7t :• *. 2=533, 8=505. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum ^T) sheetrock be applied directly to the bottom chord. i S �'F �+ LOAD CASE(S) Standard ��i{�n• ,A% 4 � �` 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i N. R. �•'� �� Loads plf) Uniform Vert: 1(5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=20 "4#144', 111,1 Joaquin Velez PE No.68182 MITek USA, Jno. FL Cert 6634 6904:Parke EastBlvd: Tampa FL 33610 Date: April 13,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only, Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23543084 2743223 B01 S COMMON 2 �10T`11115WATFRSTONE 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:16 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQl4AjRUwlnNgvvClg3YCdOrgnEuYTJ85fkBEbpbfzRTOb -1-4-0 4-3-11 8-2-7 10-0-0 11-9-9 15-8-5 19-8-0 1-4-0 4-3-11 3-10-12 1-9-9 1-9-9 3-10-12 3-11-11 Scale = 1:36.3 3x4 3x8 i 3x8 4 6 6.00 12 18 19 2x4 \\ 2x4 3 7 17 8 2 = ,.Sx = I o s ' 10 20 21 9 e r 5x8 = 3x4 = 3x4 = 3x6 5-94 , ' 14-2-12 19-8-0 5-94 8-5-8 5-54 Plate Offsets (X,Y)-- [5:0-2-15,0-1-8][8:0-0-15,0-1.81,[10:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.35 9-10 >670 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.53 9-10 >445 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Harz 2=220(LC 9) Max Uplift 8=-424(LC 10), 2=-528(LC 10) Max Grav 8=1057(LC 16), 2=1129(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2009/1353, 3-4=-1893/1325, 6-7=-1817/1304, 7-8=-1920/1329 BOT CHORD 2-10=111511896, 9-10=-779/1309, B-9=-1089/1645 WEBS 3-10=268/259, 4-6=-1200/1065, 4-10=-366/854, 6-9=335/745 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriof(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 6-0-13, Exterior(2R) 6-0-13 to 13-11-3, Interior(1) 13-11-3 to 15-8-13, Exteriar(2E) 15-8-13 to 19-8-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=424, 2=528. 7) This truss design requires that minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=54, 10-14=-20, 9-10=60, 9-11=20 'o"'. PC IUI N VFW S E N s I� No 68182 � 10 33 ST OF :�44/ All O N Al `%% . nil Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Urt 6634 6964:Parke East,Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type City Ply TrO2 T23543085 2743223 HIP 1 1 �LOT`11715WATERSTONE Job Reference o tional �.�..�,..� t...r .,pry, r"/, rid- i.ny, r. ­oor, e.4nu s Mar Z2 2U21 MI I el'rn0ustrles, Inc. Mon Apr 12 12:16:17 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5JBl-nMHpiGmPB 23fpekmKv4lwJQlysftagtQUKN76zRT0a -1-4-0 6-4-1 9-0-0 -411-0-0 13-7-15 20-0-0 21-4-0 1-4-0 6-4-1 2-7-15 2-0-0 2-7-15 6-4-1 1-0 Scale = 1:36.9 46 = 4x6 = 3x6 = 3x4 = 4xn =3x4 = 3x6 = 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-2-12,0-1-81 [7:0-2-12 0-1-81 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 0.39 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 11-14 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-212(LC 8) Max Uplift 2=-450(LC 10), 7=-450(LC 10) Max Grav 2=812(LC 1),7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/887, 3-4=-971/790, 4-5=-822/736, 5-6=-971/790, 6-7=-1179/887 BOT CHORD 2-11=585/1064, 9-11=-329/822, 7-9=-585/1020 WEBS 3-11=391/390, 4-11=-245/375, 5-9=-245/376, 6-9=-391/390 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 3-5.4, Exterior(2R) 3-5-4 to 16-6-12, Interior(1) 16-6-12 to 17-4-13, Extedor(2E) 17-4-13 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=450, 7=450. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,S.�QP'QiU IN VFW ''i C' 1 IVo 68182 ST OF .' 14/ 00 fill Joaquin Velez PE No,68182 MITek USA, Inc. FL 6rt6634 8904 Parke East Blvd. Tampa FL 33610 Date. April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, OSS-69 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 �LOT117/5WATERSTONE T23543086 2743223 B03 HIP 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL), 1-4-0 Plant City, FL - 33567, 7-0-0 5x8 = 6-0-0 8.430 s Mar 22 2021 MiTek Industries, Inc. Man Apr 12 12:18:18 2021 Page 1 ID: ItBgZ9ku7fQzQadCiELNxnz5J81-FZrBvcmlvlAwHzDwK1 QJ18sSeL9scOB1fY4wfYzRTOZ 4x6 = 7-0-0 1-4-0 Scale = 1:36.9 3x6 = 2x4 II 3x6 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER- TOPCHORD 7-0-0 13-0-0 20-0-0 , 7-0-0 6-0-0 7-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.14 9-12 >999 240 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.19 9-12 >999 180 Rep Stress Incr NO WB 0.25 Horz(CT) 0.06 5 n/a n/a Code FBC2020/TP12014 Matrix-MSH 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-171(LC 6) Max Uplift 2=-822(LC 8), 5=-822(LC 8) Max Grav 2=1392(LC 1), 5=1392(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2472/1357, 3-4=-2166/1293, 4-5=-2473/1357 BOT CHORD 2-9=-1046/2143, 7-9=-1049/2165, 5-7=-1046/2144 WEBS 3-9=-89/654, 4-7=-88/655 BRACING- PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-15 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.Opsf; h=15ft; B=56ft; L=39ft; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=822, 5=822. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 277 lb up at 7-0-0, 89 lb down and 164 lb up at 9-0-12, and 89 lb down and 164 lb up at 10-11-4, and 159 lb down and 307 lb up at 13-0-0 on top chord, and 349 lb down and 179 lb up at 7-0-0, 65 lb down at 9-0-12, and 65 Ib down at 10-11-4, and 349 lb down and 179 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-103(B) 4=-103(B) 9=-349(B) 7=349(B) 16=-89(B) 17=-89(B) 18=39(13) 19=39(B) 1��11111//j� o% bU I N �j �Q. .LENS No. Q0182 iz - :�' S OF •�' 1111,1. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gent 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the' fabrication, storage, delivery, erection and bracing of trusses and buss 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 Truss Type City Ply LOT 11715 WATERSTONE T23543087 2743223 C1 JACK 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:19 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5JBI-jIOZ7yhfgbinu7n7tlxYgLPpglhvLWKAtCpT6 zRTOY -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 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 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1). 2=-196(LC 10), 4=-14(LC 1) Max Grav 3=23(LC 10), 2=158(LC 15), 4=43(LC 10) 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=196. QU I N VF No ;68182 'j gyp: S C ��� io FS O R 1 .11-619NAXr Ai Joaquin Velez PE No,68182 MiTek USA, Inc. FL Gert 6634 ,6904:Parke East'Blvd. Tampa FL 336,10 Date: April 13,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and,properly incorporate this design into the overall building design. Bracing indicated is to. prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPi1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 117/5 WATERSTONE T23543088 2743223 C1 C JACK 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:19 2021 Page 1 ID:ItBgZ9ku7fQzQadC iELNxnz5J81-jlOZ7ynfgbinu7n7tlxYgLPrSIgVLWKAtCpTB_zRTOY 1-4-0 0-114 1-4-0 0-11-4 Scale = 1:10.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP,No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Harz 4=93(LC 10) Max Uplift 1=-88(LC 10), 3=-47(LC 10), 4=-40(LC 10) Max Grav 1=89(LC 15), 3=50(LC 1), 4=40(LC 1) 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(2E) zone; cantilever left 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 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, 3, 4. ,�1111111/��� �OPQUIN LENS �! No 681'82 Atli vxZ S Tin OF : �� � O R l �fun,l�l� Joaquin Velez PE N6.68182 MiTek USA, Inc: FL Cert 6634 .6904 :Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab s Truss Type Qty Ply TC T23543089 2743223 Jack -Open Truss 4 1 �LOT`11715WATERSTONE Job Reference o liana/ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:20 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-BxyxKloHRvQdVVHMJRSSnNZx_Z9184zaK6sZlkRzRTOX 0-11-4 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 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 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4=-23(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) �r213e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) IN I%�,,j�� NO 6_0 2 S E O'F t4/: Joaquin Velez PE'Nd.4182 MiTek USA, Inc. k Gent 66A 6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® wnnectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply LOT 11715 WATERSTONE T23543090 2743223 C1V SPECIAL 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:21 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-f8WKXepwBDYUBRxV?AzOvmU9JZNNpQgTLWIaGtzRTOW -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 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=79(LC 10) Max Uplift 3=-4(LC 1). 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=15(LC 10), 2=158(LC 1), 4=35(LC 10) Scale = 1:7.6. CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.23 Vert(LL) 0.00 7 >999 240 MT20 244/190 BC 0.04 Vert(CT) 0.00 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a file Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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.Opsf; h=15ft; B=56ft; L=39ft; 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=181. ,,��1111111��1�, %IN �,opplU ..... , I G ENS i No 68182 ;ice :9 S TE OF :4U Joaquin Velez PE Nd.68182 iT Mek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 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 City Ply LOT 117/5 WATERSTONE TC3 T23543091 2743223 JACK 6 1 Job Reference (optional) Builders FirstSource (Plant Cary, t-L), lant C;Ity, FL - 33b5l, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:21 2021 Page 1 ID:IlBgZ9ku7fQzQadCiELNxnz5J81-f8 WKXepwBDYU8RxV?AzOvm U9JZMLpQgTLWIaGtzRTO W -1-4-0 2-11 4 1-4-0 2-11 4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=130(LC 10) Max Uplift 3=-50(LC 10), 2=-156(LC 10) Max Grav 3=70(LC 15), 2=195(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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=156. ��� J .• EN S No 68182 �t S OF :��►` ��iSs O N A i %%% . Joaquin Velez PE No.68182 MiTek USA, Inc. FL"Ceit 66A 6904•Parke East Blvd. Tampa FL 33610 Date: April 13,2021 -- WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61192020 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 ANS11TFIl 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 T23543092 2743223 C3P Jack -Open Truss 4 1 �107`11715WATERSTONE Job Reference o tional Builders FirstScurce, Plant City, FL. 33563 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=62(LC 10), 2=212(LC 10), 4=-41(LC 7) Max Grav 3=64(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 15:42:49 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-JUXj VOCkbMDKIxDi2LgmMOp5Ebkul6X01RfKwzR4wq Scale = 1:12.6 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 212 lb uplift at joint 2 and 41 lb uplift at joint 4. LOAD CASE(S) Standard �%��,,QV IN %` 0 E N�F GC' Nq 68182 -p: Sl. OF '4 O '<v: % _Joaquin Velez PE Nd.68182 Mfrek USA, Inc. FLBett 6634 6904:1'arke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19r2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3093 T2354 2743223 C3V SPECIAL 4 1 �LOT11715VVATERSTONE Job Reference (optional) rime uny, r� - Doom, m4su s Mar E2 2u21 MI I ek Industries, Inc. Mon Apr 12 12:18:23 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-bWe4yJgAjgoCNk5u6bOU?BZVpM2oHKJmognhKmzRTOU 1 4-0 2-11-4 1-4-0 2-114 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=130(LC 10) Max Uplift 3=-54(LC 10), 2=-149(LC 10) Max Grav 3=72(LC 15), 2=194(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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) 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) 3 except Gt=lb) 2=149. IN i No 68182. S OF 40 iJ*'ss�ON Joaquin Velez PE Nd.68182 MtTek USA, Inc. FL Cert 6634 ,6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7413 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 n building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke 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 T23543094 2743223 C5 JACK 4 1 �10T`11115VVATERSTONE Job Reference (optional) Builders FirstSource, Plant City, FL. 33563 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 15:43:12 2021 Page 1 ID: ItBgZ9ku7fQzQadCiELNxnz5J81-BwQQoN IdJgGyaHCeYNGECCTeFVJOnGpwlO WNe5zR4wT 1 4 0 4-114 1-4-0 4-11-4 3x6 = 4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.15 4-7 >387 240 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.14 4-7 >427 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS 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=183(LC 10) Max Uplift 3=-122(LC 10), 2=-260(LC 10), 4=72(1_C 10) Max Grav 3=122(LC 15), 2=260(LC 1), 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.5 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 122 lb uplift at joint 3, 260 lb uplift at joint 2 and 72 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard `%"%�lI111.111111, UIN .�% 0P'aG E N V4. i No 68y82 S OF 00 F� Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTFI1 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 2743223 C5P JACK -OPEN q 1 �IOTIIVIWATERSTONE T23543095 ...M.— c ­_..-__ o Job Reference (optional) o.43u s Mar zz 2u21 MI I eK maustnes, Inc. Tue Apr 13 15:43:27 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-Cog5yVT1nH9qubrWwOlIJNbCBYRjo3W7lDeggjzR4wE 1-4-0 4-11 Scale = 1:17.5 4-11-4 4-11-4 Plate Offsets (X,Y)-- 12:0-2-12 0-1-81 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 0.70 Vert(LL) 0.15 4-7 >380 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.14 4-7 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=124(LC 10), 2=-261(LC 10), 4=73(LC 10) Max Grav 3=124(LC 15), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. `���� It, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3, 261 lb uplift at joint PCjL) I IV V�� �j♦' 2 and 73 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum `�%% Q `��, �.''�\'C' E•N S'•? ♦I♦ �i sheetrock be applied directly to the bottom chord. ♦ LOAD CASE(S) Standard No 681.82 �i♦♦;iP 0 R *, ♦�'S11 E�``� 10NA4111111W� Joaquin Velez PE Nd.68182 MITek•U. A, Inc..FL heft 6634 6904 Parke East Blvd. Tampa FL 33610 Dater April 13,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �ICT11115WATERSTONE T23543096 2743223 C5V SPECIAL 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 1212:18:25 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-YvmgN?sQFR2wc2FGE02y4cfn8AeslEp3G8GoPezRTOS 1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 Plate Offsets (X Y)-- 12:0-0-15,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06' 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 4-7 >962 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=183(LC 10) Max Uplift 3=-111(LC 10), 2=-160(LC 10) Max Grav 3=136(LC 15), 2=263(LC 15). 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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 for truss to truss girder(s) connections. 6) Bearing 2 to ANSI/TPI 1 to formula. Building designer ` U'I N V �� atjoint(s) considers parallel grain value using angle grain should verify capacity of bearing surface. ON , E N S'� �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except of=lb) ,••�,G ♦♦ ♦ ••' �r :C•••, 3=111, 2=160. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly to the bottom 681 t3 i N'o 2 * : •:r k sheetrock applied chord. C� 0: S C T• P ' - .,ass' N A; ,%% nn Joaquin Velez PE Nd.68182 Wok USA, Inc. FL deft 6634 6904 •Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 into 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 ANS117PI1 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 s Truss Type qty Ply 7DO T23543097 2743223 S COMMON 2 1 �10T`11715WATFRSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:25 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-YvmgN7sQFR2wc2FGE02y4cfltAe61D73GBGoPezRTOS -1-4 0 6-8-0 13-0-0 1-4 0 6-8-0 6-4-0 Scale = 1:25.0 5x8 IR 3x4 = 4x6 = 6-8-0 13-0-0 ' 6-8-0 6-4-0 Plate Offsets (X,Y)-- [3:0-5-0,0-1-121 [4:0-0-0,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 5-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 9) Max Uplift 4=-223(LC 10), 2=-333(LC 10) Max Grav 4=477(LC 1), 2=557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/698, 3-4=671/705 BOT CHORD 2-5=-474/538, 4-5=474/538 WEBS 3-5=-22/286 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Exterior(2R) 2-7-3 to 9-0-13, Exterior(2E) 9-0-13 to 13-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=223, 2=333. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. /% ill 1111/� �%0 Oki IN �% ' . Q . No, 68182oo r -0 : S T OF 44/ - S;ON A 1.; ��,���. 11.1,E Joaquln Velez PE No.68182 Mfrek USA, Inc: FL Cart 66M .6904 Parke East Blvd. Tampa FL 33610 Dak April 13,2021 .�� WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 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 ANS11TPH 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 �LOT1111715WATERSTONE T23543098 2743223 D02 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:27 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-Ultbohtgn3JesMPfLQ4Q9lk9E_K D7iMjRluTXzRTOQ -1-4-0 5-0-0 8-4-0 13-4-0 14-8-0 1-4-0 ' 5-0-0 3-4-0 5-0-0 1-4-0 4x6 = 3x4 = 4x6 = 3x4 = Scale = 1:26.1 w 0 N I9 5-0-0 8-4-0 13-4-0 5-0-0 3-4-0 5-0-0 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 0.33 Vert(LL) 0.07 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.02 5 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 53lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-130(LC 6) Max Uplift 2=-444(LC 8), 5=-444(LC 8) Max Grav 2=745(LC 1), 5=745(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1138/570, 3-4=-978/555, 4-5=-1138/570 BOT CHORD 2-8=-369/969, 7-8=365/978, 5-7=-369/969 WEBS 3-8=0/271, 4-7=0/271 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; 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. `0% QU IN 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� otl 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 , , •.•�,t✓•E•N S •:, �� will fit between the bottom chord and any other members. ♦♦ ♦ �: F ••, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No. 681'82 2=444, 5=444. •: 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 286 lb up at * : 5-0-0, and 46 lb down and 118 lb up at 6-8-0, and 89 lb down and 257 lb up at 8-4-0 on top chord, and 88 lb down and 2 lb up at 5-0-0, and 35 lb down and 1 lb up at 6-8-0, and 88 lb down and 2 lb up at 8-3-4 on bottom chord. The design/selection of such �'1] connection device(s) is the responsibility of others. ST .O'.F 4U 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=i' �' . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25Unifo N A� l Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Joaquin Velez PE Nd.68182 Vert: 3=-89(F) 4=-89(F) 8=56(F) 7=-56(F) 15=46(F) 16=-24(F) MITek USA, Inc: FL Gent 6634 .6904:Parke East Blvd. Tampa FL 33610 Dec April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p building design. Bracing Indicated into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V1iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply WATERSTONE �IOTIIVII T23543099 2743223 E3 JACK 3 1 Jab Reference (optional) Builders FlrstSource, Plant City, FL. 33553 '0�_ I N , VF 1" er .% OP,: �. No 681.82 %p•' Sl OF -4f11��NA1-E �. Joaquin Velez PE No.68182 . 1 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 15:43:41 2021 Page 1 ID: ItBgZ9ku7fQzQadCiELNxnz5J81-oVgNuHepUawgZkwDlyHltJAizBKg40_BzO1 PAvzR4w0 3-0-0 3-0-0 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25, BC 0.20 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=131(LC 10) Max Uplift 3=-62(LC 10), 2=213(LC 10), 4=-42(LC 7) Max Grav 3=64(LC 15),2=195(LC 1),4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 213 lb uplift at joint 2 and 42 lb uplift at joint 4. LOAD CASE(S) Standard April 13,2021 ® WARNING -Verify 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 verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indMdual 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 Truss Type Qty Ply RSTONE T23543100 =Reference 2743223 E5 JACK 3 (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:28 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-yURzO1 uJYMRVTWzrv8bfiFHHkNhOybZVy5VSOzzRTOP -1 4-0 5-0-0 1-4.0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-108(LC 10), 2=-167(LC 10) Max Grav 3=136(LC 15), 2=267(LC 15), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.8 5-0-0 5-0-0 DEFL, in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.05 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >962 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=561ft; L=39ft; 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=108, 2=167. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. P& I N 1 VFW 'S .•_GENS+•`����. No 68182 r r �: ST . OF 441V ON A �``% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Qert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply TE7 T23543101 2743223 JACK 4 1 �10T`11115WATERSTCNE Job Reference (optional) uawuuicc tnanr ­Ly, rr-1, riant uny, rL - acoor, t5.4JU 5 Mar ZZ ZUZ1 MI I eK Industries, Inc. Mon Apr 12 12:18:30 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-utZjQjwZ4_hDjp7E1Ze7ngMYVBHOQV2oPP_Z4szRTON -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:22.6 Plate Offsets (X,Y)-- 12:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.18 4-7 >451 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.20 4-7 >417 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=238(LC 10) Max Uplift 3=-163(LC 10), 2=-184(LC 10) Max Grav 3=201(LC 15), 2=340(LC 15), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3,second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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) except at=lb) 3=163, 2=184. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. & I ,N J .`� No 68182 ��• ST. OF ssR1OP�N i . .��c�,. A' '`,,�� Joaquin Velez PE Nd.681.82 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 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 is MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply LOT 117/5 WATERSTONE T23543102 2743223 E7P JACK -OPEN -4 1 Job Reference (optional) Builders FirstScurce, Plant City, FL. 33563 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 15:46:48 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-pTT48Ev6R1TIVTi9Ck8tylPVvay00l4jz_gpEazR4t5 -1-4-0 3-0-0 5-0-0 7-0-0 3-0-0 2-0-0 2-0.0 Scale = 1:22.4 Joaquin Velek PE N9A1663 182 MITek U.SA, Inc. FL Ce4 8904 Parke East Blvd.Apa FL 336' Date: 3-0-0 3-0-0 5-0-0 2-0-0 7-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.22 7-8 >385 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.20 7-8 >425 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 34 Ito 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. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-3-8, 6=Mechanical Max Horz 2=241(LC 10) Max Uplift 5=161(LC 10), 2=-318(LC 10), 6=131(LC 10) Max Grav 5=141(LC 1), 2=336(LC 1), 6=109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/946, 3-4=-431/1291 BOT CHORD 2-8=-1161/320 WEBS 4-7=-194/435, 3-8=-273/756, 4-8=-1876/517 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and farces & 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 161 lb uplift at joint 5, 318 lb uplift at joint 2 and 131 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard April 13,2021 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/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 117/5 WATERSTONE 2743223 E7V SPECIAL 14 1 T23543103 Job Reference o tional -- - - ���• �• •• •>, r, t5.4su s mar 22 2u21 mi I ek Industries, Inc. Mon Apr 12 12:18:31 2021 Pagel ID:gTgg7TJEsUW- xC9MbPEGISz5aQ1-M376e3wBrHp4KziQaG9MJtujZbcY9ylxe3j6clzRTOM -1-4-0 7-0-0 1-40 7-0-0 3x6 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 FBC202OTrPI2014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 Scale = 1:22.6 cm m N CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.82 Vert(LL) 0.20 4-7 >421 240 MT20 244/190 BC 0.76 Vert(CT) -0.21 4-7 >405 180 WB 0.00 Horz(CT) -0.03 3 n/a n/a Matrix -AS Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=238(LC 10) Max Uplift 3=-167(LC 10), 2=-178(LC 10) Max Grav 3=203(LC 15). 2=339(LC 15), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=167, 2=178. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. oUIN,V .`OP F FI No 68182 r ' O: OF �` A1- Joaquin Velez PE No.68182 MITek USA, Inc. FL Cent 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 -- WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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/7P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 117/5 WATERSTONE T23543104 2743223 F01 HIP 1 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:32 2021 Page 1 ID: ItBgZ9ku7fQzQadCiELNxnz5Jel-gFhUrOxpcbxwy7Hd8_gbs5R0972cuON5tjTf9kzRTOL -1-4-0 3-0-0 5-8-0 8-8-0 10-0-0 1-4-0 3.0-0 2-8-0 3-0-0 1-4-0 4x6 = 4x6 = Scale = 1:21.2 1-0-0 1-7-15 3-0-0 5-8-0 i 7-0-1 7-8-0 8- O 1-0-0 0-7-15 1-4-1 2-8-0 1-4-1 0-7-15 1-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deli L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 35lb 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 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-4-0, 7=0-4-0 Max Horz 10=-89(LC 6) Max Uplift 10=-430(LC 8), 7=-376(LC 8) Max Grav 10=388(LC 17), 7=388(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-146/319, 3-4=78/263, 4-5=146/319 BOT CHORD 2-10=304/83, 9-10=-301/83, 8-9=-304/78, 7-8=-304/83, 5-7=-304183 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=430, 7=376. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 172 lb up at 3-0-0, and 6 lb down and 76 lb up at 4-4-0, and 36 lb down and 172 lb up at 5-8-0 on top chord, and 39 lb up at 3-0-0, and 6 lb down and 18 lb up at 4-4-0, and 39 lb up at 5-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=20(F) 4=20(F) 9=14(F) 8=14(F) 17=-2(F) 18=-6(F) jaUIN .G E N * NO 68182 ST OF T• P•�. cZ O R , p•N: Joaquin Velez PE Nd.68182 MITek USA, Inc: FL Cert 6634 6904:Parke East Md. Tampa FL 33610 Date: April 13,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �' Design valid for use only with Mn`ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/l 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 Tr Type Qty Ply LOT 117/5 WATERSTONE 2743223 FJACK 2 1 T23543105 Job Reference o tional ^ ^� o.gau s mar zz zuzl ml I eK Industries, Inc. Mon Apr 12 12:18:33 2021 Page 1 ID: ItBgZ9ku7fQzQadC iELNxnz5JBl-JRFs3kyRNv3naHspihBgPl_7nOKUdroE5NCDhAzRTOK -1-10-10 4-2-15 1-10-10 4-2-15 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 3 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix MP Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-7-3 Max Horz 5=132(LC 8) Max Uplift 3=-31(LC 5), 4=-72(LC 13), 5=-465(LC 8) Max Grav 3=23(LC 13), 4=71(LC 8), 5=432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. NOTES - Structural wood sheathing directly applied or 4-2-15 oc purlins. 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=465. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 69 lb up at 1-5-12, and 57 lb down and 65 lb up at 1-5-12 on top chord, and 21 lb up at 1-5-12, and 23 lb up at 1-5-12 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: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 5=22(F=11, B=11) 9=6(F=24, B=-18) IN `, O ,• �4S N0 68182 'ST, OF .'41J JLtL- Joaquin Velez PE Nd.68142 Mfiek USA, Inc. -.FL tort 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19I2020 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 ANSIITP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T23543106 2743223 H5 JACK 2 1 �LOT11715WATERSTONE Job Reference (optional) cuncers Pirstsource triant city, t-Ll, mant city, t•L - 33o6/, B.43U s Mar 22 2U21 MI I eK Inclustries, Inc. Mon Apr 12 12:18:34 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-neoEG4z38CBeCRR?GPi3xW WJhohgM12NK1 ymDdzRTOJ i-1-10-10 7-0-14 1.10-10 7-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.09 4-7 >926 240 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.18 4-7 >458 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=186(LC 8) Max Uplift 3=-116(LC 8). 2=-171(LC 8) Max Grav 3=135(LC 1), 2=307(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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) except (jt=lb) 3=116, 2=171. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 65 lb up at 1-5-12, 57 lb down and 65 lb up at 1-5-12, and 5 lb down and 68 lb up at 4-3-11, and 5 lb down and 68 lb up at 4-3-11 on top chord , and 23 lb up at 1-5-12, 23 lb up at 1-5-12, and 11 lb down and 7 lb up at 4-3-11, and 11 lb down and 7 lb up at 4-3-11 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 9=36(F=18, B=18) 10=23(F=11, B=11) 11=-11(F=5, B=5) 1�1111171/I.1 .�`,oPQviN vF<F,� 4 J ,....' G EN" �**o;� No, 68182 OF 41 AL ��` �� �/111111111 Joaquin Velez PE Nd.6$182 Mfrek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 117/5 WATERSTONE T23543107 2743223 H7 MONO TRUSS 2 1 Job Reference o tional L Ly, 11I, 11—r ­y, 11 - 0000r, t3 .43U s Mar 22 ZU21 MI I ek Industries, Inc. Mon Apr 12 12:18:34 2021 Page 1 ID: ItBgZ9ku7fQzQadCiELNxnz5J8I-neoEG4z38CBeCRR7GPi3xW WMKoigMFwNK1 ym DdzRTOJ -1-10-10 6-2-10 9-10-13 1-10-10 6-2-10 3-8-2 Scale = 1:22.1 6-2-10 V3-8-2y Plate Offsets (X,Y)-- [2:0-0-10 0-0-1] 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 0.27 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 42 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=240(LC 8) Max Uplift 4=-94(LC 8), 2=-226(LC 8), 5=-147(LC 8) Max Grav 4=87(LC 1). 2=441(LC 1), 5=350(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-589/180 BOT CHORD 2-7=-262/531, 6-7=262/531 WEBS 3-7=0/360, 3-6=-646/319 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. Il; 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 V N - 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. ,� . PQ %) 5) Refer to girder(s) for truss to truss connections. C E�N S; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except (jt=1b) i No 2=226, 5=147. 681,82 L 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 65 lb up at * .' •,: * r 1-5 12, 57 lb down and 65 lb up at 1-5-12, 5 lb down and 68 lb up at 4-3-11, 5 lb down and 68 lb up at 4-3-11, and 50 lb down and 138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 23 lb up at 1-5-12, 23 lb up at 1-5-12, 11 lb down ' i and 7 lb up at 4-3-11, 11 lb down and 7 lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. i �' S O F ����T 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Q; LOADCASE(S) Standard O \ �sS;9 ad + R 1) DeadLie (balanced): Lumber Increase=1.25, Plate Increase=1.25 N A` L Vert: 1-4=-54, 5-8=20 Joaquin Velez PE Nd.68182 MITek USA, Inc. FL Cart6634 .6904:Parke East Blvd. Tampa FL 33610 Date: ADril 13.2021 �— A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 1`4II-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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTFll 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 �IOT11715WATERSTONE T23543107 2743223 H7 MONO TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Mon Apr 12 12:18:34 2021 Page 2 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-neoEG4z3BCBeCRR?GPi3xW WMKoigMFwNK1 ymDdzRTOJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=49(F=24, B=24) 12=36(F=18, B=18) 13=99(F=50, 13=50) 14=23(F=11. B=11) 15=-1l(F=5, B=5) 16=-51(F=-25, B=-25) ® WARNING - Verily 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 chard members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 117/5 WATERSTONE �MONO T23543108 2743223 H7P TRUSS 2 1 Job Reference (optional) k.....,,y, h �11y, r� - 0000r. 0.43u s mar zz zuzl m1I eK Industries, Inc. Mon Apr 12 12:18:35 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J8I-FgMcUQziuWJVpaOBp6D IUj3SiCOH5gGXZhhJm3zRT01 -1-10-10 5-0-0 9-10-13 1-10-10 5-0-0 4-10-13 Scale = 1:22.0 5-0-0 4-10-13 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 0.62 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 43 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-4-0, 5=Mechanical Max Harz 2=291(LC 8) Max Uplift 4=-244(LC 8). 2=-423(LC 8), 5=-296(LC 8) Max Grav 4=291(LC 13), 2=412(LC 1), 5=354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-774/516 BOT CHORD 2-7=-710/720, 6-7=710/720 WEBS 3-7=-151/279, 3-6=776/766 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft;'L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=244, 2=423, 5=296. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to-4=-134(F=40, 8=40), 8=0(F=10, 131=10)-to-5=49(F=-15, B=-15) ,��(1111'111j�� %0 o U IN lri oPF<F i No 68182 en i. s�A1- % 1IU.lIJ1.1��9N Joaquin Velez PE No.68182 Mrrek USA, lne..FL Cent 6634 .6904:Parke East Blvd. Tampa R. 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 andfor 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 ANSUTF/f Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 117/5 WATERSTONE T23543109 2743223 H7V SPECIAL 2 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MTek Industries, Inc. Mon Apr 12 12:18:36 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1 jOw_hm_KfgRMRkbONplXOxcewcMLg7WgnLRtlVzRTOH 1-10-10 5-5-13 9-10-13 1-10-10 5-6-13 4-5-0 Scale = 1:22.4 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) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.02 5 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 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) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=289(LC 8) Max Uplift 4=-223(LC 8), 2=-230(LC 8), 5=-125(LC 8) Max Grav 4=272(LC 13), 2=413(LC 1), 5=391(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/403 BOT CHORD 2-7=-593/1150, 6-7=-604/1155 WEBS 3.7=0/250, 3-6=-1136/590 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=223, 2=230, 5=125. 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=40, 8=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) ♦%♦ at) I N V ♦ Q` j0. • C'E IV S F� �i�� �` •�` �• No, 68182 S . O F �,.c.. O R 1 O P,: \_ � '`S�O N A `��1,�♦♦ 1,111,1 , Joaquin Velez PE N6.68182 Mfrek USA, Inc. FL Cert 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 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 applicabifly 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 11115 WATERSTONE T23543110 2743223 L03 HIP 1 1 ' Job Reference (optional) V, s mar Z zuzi MI I eK Incuslnes, Inc. I Lie Apr 13 1b:bu:u3 zu21 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-c Io3vGRWy2eOR7d7BBcMt_rVAWBa3JQpgadamzR4g2 -1-4-0 4-6-9 6-0-0 9-0-0 11-0-0 14-0-0 15-5-7 20-0-0 21-4-0 1-4-0 4-6-9 1-5-6 3-0-0 2-0-0 3-0-0 1-5-7 4-6-9 1-4-0 Scale = 1:36.6 4x6 = 4x6 = 46 = 4x10 MT20HS = 46 = 3x4 = 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 FBC2020/TP12014 CSI. TC 0.81 BC 0.97 WB 0.40 Matrix -AS DEFL. in Vert(LL) 0.57 Vert(CT) 0.50 Horz(CT) -0.04 (loc) I/defl L/d 9-17 >421 240 9-17 >483 180 7 n/a n/a PLATES GRIP MT20 244/1.90 MT20HS 187/143 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=212(LC 9) Max Uplift 2=836(LC 10), 7=-836(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1194/2543, 18-19=-1157/2547, 3-19=-1137/2560, 3-4=970/2359, 4-5=824/2145, 5-6=-970/2359, 6-20=1137/2560, 20-21=1157/2547, 7-21 =1 194/2543 BOT CHORD 2-22=-2144/1036, 22-23=-2144/1036, 11-23=-2144/1036, 10-11=-1738/824, 9-10=1738/824,9-24=-2144/1036,24-25=-2144/1036,7-25=-2144/1036 WEBS 4-11=-984/319, 5-9=984/319, 3-11=-329/593, 6-9=-330/593 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 3-5-4, Exterior(2R) 3-5-4 to 16-6-12, Interior(1) 16-6-12 to 17-4-13, Exterior(2E) 17-4-13 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 836 lb uplift at joint 2 and 836 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard %?,PCUIN 1 VF��is�, i No 68182 S O F i 0 N A CE �♦ doaqulmVe)ez PE No.68182 Mrfek USA, Inc. FL Cert 6634. 6904:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 -- WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 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/TF11 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 117/5 WATERSTONE T23543111 2743223 L04 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 12:18:37 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-BDUNu6?yQ7ZD3u9axXGmZ88igOePZbSgO?AQgyzRTOG 14-0 7-0-0 13-0-0 20-0-0 , 21-4-0 1-4-0 7-0-0 6-0-0 7-0-0 1 4-0 5x6 = 4x6 = Scale = 1:36.9 3x6 = 2x4 II 4x6 = 3x4 = 3x6 = 7-0-0 13-0-0 20-0-0 7-0-0 6-0-0 7-0-0 Plate Offsets (X,Y)-- [3:0-3-8,0-2-41,[4:0-3-8,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) BCDL 10.0 Code FBC20201TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 5=0-3-8 Max Harz 2=171(LC 7) Max Uplift 2=-1339(LC 8). 5=-1331(LC 8) Max Grav 2=1588(LC 13),5=1565(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3062/2244, 3-4=-2692/2086, 4-5=-3012/2219 BOT CHORD 2-9=-1845/2771, 7-9=-1825/2739, 5-7=-1823/2621 WEBS 3-9=-482/780, 4-7=492/795 in (loc) I/defl Ud 0.27 7-15 >884 240 -0.22 7-9 >999 180 0.07 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-10-13 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.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible 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 toad 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) 2=1339, 5=1331. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 13-0-0, and 733 lb down and 321 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-4=-120(F=-66), 4-6=-54, 9-10=-20, 7-9=-44(F=-24), 7-13=-20 Concentrated Loads (lb) Vert: 9=-475(F) 7=-475(F) I" a ��IIJ11111�� %%� P6U I N VF�,���i I NO. 68182 ST. OF t441 ..•O� �(Jc NA ��/111.11111 Joaquin Velez PE No.68182 Mfrek USA; Inc. FL Cert 6634 6 04:Parke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 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 ANS11rP/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 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. 0-1/,s - -I- For 4 x 2 orientation, locate plates 0- 'r+6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 D! O 2 U a O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) F, 3 8 7 6 5 0 of O 2 U n. O I — 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� 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 orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins 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 ANSIfrPl1 Quality Criteria.' 21.The design does not take into account any dynamic or other loads other than those expressly stated.