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Home My WebLink AboutApproved Shop Drawings- Bldg COOKS CONSTRUCTION 2211 South Kanner Highway Stuart FL 34994 772-419-8828 License: CGC 061217 To: n2 architecture + design 2081 SE Ocean Blvd. Suite 1A Stuart FL 34996 Return packaged required no later than: Transmittal Submittal: 03000-008 Truss Revision 2 Submittal Date: 04/16/2021 Project: 914 Baron Island Storage 9563 S. Ocean Drive Jensen Beach FL 34957 04/23/2021 Submitted By: Jodi Peterson Attached please find the submittals for: 03000-008 Truss Revision 2 SHOP DRAWING/SUBMITTAL EV I EW x REVIEWED REVIEWED WITH CHANGES NOTED REVISE .AND RESUBMIT REJECTED This review is for general conformance with Galan and specifications only. Approvals are subject to subcontractors performance within the confines of the contract documents. Review of dimensions will not serve to relieve the subcontractor of contractual responsibility for any deviation from the contract requirements. By: Nick Nobili/ Project Manager Date: April 16, 2021 Hooks Construction 11 S. Danner Highway Stuart FL 34994 STRUCTURAL SUBMITTAL EVALUATION 4'NO EXCEPTIONS NOTED........... REVIEWED. NO CORRECTIONS NOTED. ❑ EXCEPTIONS AS NOTED.. ❑ REVISE AND RESUBMIT.... CONTRACTOR APPROVAL ❑ PE SEAL AND SIGNATURE IF NO REVIEW ----..------------- - - --- MAKE CORRECTIONS AS NOTED. NO RESUBMITTAL REQUIRED. MAKE CORRECTIONS AS NOTED & RESUBMIT DOCUMENTS FOR REVIEW, SUBMITTAL SHALL BE REVIEWED AND STAMPED AS APPROVED BY THE CONTRACTOR. SIGN AND SEAL ENGINEERING SUI3M1TTAL AS REQUIRED BY CONTRACT DOCUMENTS SUBMITTAL RETURNED WITHOUT BRS REVIEW sut)minais are only reysewea Tor general conrormance with the aesign intent of the :itructurai Construction Documents. For delegated ! specialty engineenng submittals„ no detailed check of calculations is made- BRS does not warrant or represent that the information contained in submittals is either accurate or complete. The General Contractor / Construction Manager is solely responsible for confirming all quantities, dimensions, details, means and methods of construction, coordinating work with other trades, and for assuring that work is performed in a safe and satisfactory manner. Notes on submittals do not constitute a change order or directive. and do not relieve the General Contractor 1 Construction Manager from the obligation to compk; with the Construction Documents, or any other applicable codes and)or regulations, all of wl- ch have priority over this submittal. BOB RUDE STRUCTURES, INC., FT. LAYERS, FL. (239) 277-7771 05-10-21 GBR DATE: RE`lIE'ra�'ELl BY. Disposition of submittal revised 5/10/21 based on receipt under separate coverof signed and sealed truss layout sheets containing truss -to -truss connections as requested. 1_7 WARNING* ALL BEARING POINTS THIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING: SEE FINAL ENGINEERING SHEETS FOR THE BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR MUST BE INSTALLED PRIOR TO COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP INSTALLING ANY TRUSSES! FAILURE TO EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG -TIE VOID ALL WARRANTIES. FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. OR USP CATALOG SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 12' -0" PLATE HT. Indicates Left End Of Truss On Layout & Engineering Sheets HARDWARE: =HJC26 HANGERS (QTY. 4) TRUSS PLACEMENT PLAN 21 12 5r ENGINEERED TRUSS SYSTEMS ECT BEAST COAST TRUSS SS 5285 ST. LUCIE BLVD. FT. PI]ERCL FL 3494 OFFICE: (772D 466-2480 FAX: (772)466-5336 G7 CUSTOMER: Benchmark III Corporation JOB NAME: Baron Island Storage ADDRESS:9500 South Ocean Dr. W CITY/COUNTY:Jensen Beach/Martin U7 Q JOB # J40922 5 JOB # MODEL:Building C SQ FT 5846 DATE 01 /04/21 LATEST=04/01 /21 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code TIMBER PRODUCTS O I..L NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date: CODE = FBC 2020/TP12014 ASCE 7-16 DESIGN CRITERIA = C&C OCCUPANCY CATEGORY= II EXPOSURE = D MWF SPEED =165 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 17.00 GRAVITY LOADS ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0,12.0, 0.0, 8.0 LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 30 psf DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. J UI I\IJI VV UY1 lJI\ UI\P7V II VVp IV —V lJ.%l.p RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE 1UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 O /3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER SUPPORT ANY PLANT SHELVES 1. 3-22-2021 Revise Loading SB 2. 4-1-2021 Revise Dbl. Truss To Single Truss Over Unit Separation Wall SB 3- 4- 5- 6- J Q Z_ LL n W C- G Q U) U) U) W I Z U) W U) U) D ry W (1] O W U) D O Z 0 U Ir- (3/16" if plotted 24x36) . Designed By: SB 5 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J40922 - Baron Island Storage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T a, FL 33610-4115 Customer Info: Benchmark III Corp. Project Name: Baron Island Storage Model: Buling C Lot/Block: - Subdivision: - Address: 9500 South Ocean Dr., - City: Jensen Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: 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: ASCE 7-16 Wind Speed: 165 mph Roof Load: 42.0 psf Floor Load: N/A psf This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23418359 A01 4/2/21 2 T23418360 A02GE 4/2/21 3 T23418361 A03GE 4/2/21 4 T23418362 A04 4/2/21 5 T23418363 A05 4/2/21 6 T23418364 A06 4/2/21 7 T23418365 A07GE 4/2/21 8 T23418366 A08 4/2/21 9 T23418367 A09 4/2/21 10 T23418368 A10G 4/2/21 11 T23418369 A18 4/2/21 12 T23418370 ZCJ 1 4/2/21 13 T23418371 ZCJ3 4/2/21 14 T23418372 ZCJ5 4/2/21 15 T23418373 ZEJ6 4/2/21 16 T23418374 ZEJ6A 4/2/21 17 T23418375 ZHJ6 4/2/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. �00vL1US1 LF�f--ii iS:1 No 9 yt STATE OF �:�44/ 0111 S/O N AL E %0 111111/ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 Lee, Julius 1 of 1 Job Truss Truss Type Qty Ply Baron Island Storage T23418359 J40922 A01 Common 34 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:05 2021 Page 1 ID:CdT_iFF72QUA1 BrIABZguEy6mes-PfZm6wYGw3XAG3PKJXUHHTKizvl3UiLkMnsmfBzV99G 5-8-2 10-10-12 16-1-5 20-2-13 24-4-5 29-6-14 34-9-8 40-5-10 5-8-2 5-2-9 4-1-8-2-9 5-8-2 5x5 = 5.00 12 u la 15 — cr 14 la .1 3x4 = 3x6 = 5x6 WB = 3x8 = 3x8 = 5x6 WB = 3x4 = Scale = 1:68.4 3x6 = 0-�13 8-4-1 i 16-1-5 24-4-5 32-1-9 40-2-13 40-,5r10 0-2 13 8-11 7-9-4 8-3-0 7-9 4 8-1-4 0- -13 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=26(LC 5) Max Uplift 1=-1131(LC 4), 11=-1131(LC 5) Max Grav 1=2301(LC 9), 11=2301(LC 9) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.65 Vert(LL) -0.38 14-15 >999 360 MT20 244/190 BC 0.80 Vert(CT) -0.66 14-15 >736 240 WB 0.84 Horz(CT) 0.16 11 n/a n/a Matrix -MS Weight: 220 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins. BOT CHORD 4-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 6-15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5040/2478, 2-4=-4734/2328, 4-5=-3764/1950, 5-6=-3811/2117, 6-7=-3811/2117, 7-8=-3764/1950, 8-1 0=-4734/2328, 10-11 =-5040/2478 BOT CHORD 1-17=-2148/4569, 15-17=-1775/3940, 14-15=-1041/2642, 12-14=-1756/3940, 11-12=-2162/4569 WEBS 6-14=-783/1440, 7-14=-405/427, 8-14=-901/551, 8-12=-214/600, 10-12=-451/401, 6-15=-783/1440, 5-15=-405/427, 4-15=-901/551, 4-17=-214/600, 2-17=-451/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to 40-6-1; cantilever 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1131 lb uplift at joint 1 and 1131 lb uplift at joint 11. ,,`N`soLju S' CF�,,i��i DENS*�. • • �'\ 46o i N 34869 i .O Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418360 J40922 A02GE GABLE 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:08 2021 Page 1 ID:CdT_iFF72QUA1 BHABZguEy6mes-pEEvkyb9D_v17X7v_f1_v5yAy7nxhCIA215RGVzV99D 6-2-13 11-2-1 16-1-5 20-2-13 24 4-5 29-3-9 , 34-2-13 40-5-10 6-2-13 4-11-4 4-11-4 4-1-8 4-11-4 4-11-4 6-2-13 0 0 5x12 5x5 = 5.00 FIT 17 0 15 or oo 14 " 12 3x4 = 4x6 = 3x8 = 3x8 = 4x6 = 3x4 = 3x4 Scale = 1:67.2 5x12 0- 13 16-1-5 24-4-5 32-1-9 40-2-13 40- 10 0- -13 8-1 4 7-9-4 8-3-0 7-9-4 8-1-4 0- -13 Plate Offsets (X,Y)-- [1:Edge,0-3-2], [3:0-2-3,Edge], [6:0-2-0,0-0-4], [9:0-2-3,Edge], [11:Edge,0-3-2], [12:0-1-8,0-1-8], [17:0-2-0,0-0-3] 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 0.86 Vert(LL) 0.29 15-17 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.31 15-17 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.31 Horz(CT) 0.07 11 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 759 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 3-3,9-9: 2x4 SP M 31 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=44(LC 13) Max Uplift 1=-5273(LC 11), 11=-5273(LC 14) Max Grav 1=5680(LC 16), 11=5680(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13327/12411, 2-4=-9986/9144, 4-5=-7249/6655, 5-6=-4718/4220, 6-7=-4718/4220, 7-8=-7249/6655, 8-10=-9986/9144, 10-11=-13327/12411 BOT CHORD 1-17=-11303/12192, 15-17=-7413/7837, 14-15=-2649/3683, 12-14=-7375/7819, 11-12=-11296/12174 WEBS 0 6-15=-841/1427, 5-15=391/438, 4-15=-867/651, 4-17=-570/750, 2--1726-542/596,�`,�L�US' CF` .,'0 � NOTES- `� •• G E N,3 • �� 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: •• F•••• Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. N 34869 Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 1] 3) Unbalanced roof live loads have been considered for this design. p 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., O •'• GCpi=0.18; C-C Exterior(2E) 0-0-0 to 4-0-10, Interior(1) 4-0-10 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to �i�T[� V, 40-5-10; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ij``s 0 . 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry � O Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. I1111' 1111,%%% 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Julius Lee PE No.34869 7) All plates are 2x4 MT20 unless otherwise indicated. MiTek USA, Inc. FL Cert 6634 8) Plates checked for a plus or minus 0 degree rotation about its center. 6904 Parke East Blvd. Tampa FL 33610 9) Gable studs spaced at 1-4-0 oc. Date: 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. April 2,2021 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23418360 J40922 A02GE GABLE 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:08 2021 Page 2 ID:CdT_iFF72QUA1 BdABZguEy6mes-pEEvkyb9D_v17X7v_f1_v5yAy7nxhCIA215RGVzV99D NOTES- 11) ' 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 = 8.Opsf. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5273 lb uplift at joint 1 and 5273 lb uplift at joint 11. 13) This truss has been designed for a total drag load of 485 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 40-5-3 for 485.4 plf. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418361 J40922 A03GE GABLE 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:11 2021 Page 1 ID:CdT_iFF72QUA1BrIABZguEy6mes-Epw1M_d1WvHK sUfnbhXkakQKoVuPgdkjJ5tgzV99A 5-8-2 10-10-12 16-1-5 20-2-13 24-4-5 29-6-14 , 34-9-8 40-5-10 5-8-2 5-2-9 5-2-9 4-1-8 4-1-8 5-2-9 5-2-9 5-8-2 3x6 = 5x5 = 5.00 12 17 10 15 oo — 14 " 12 3x4 = 5x6 WB = 3x8 = 3x8 = 5x6 WB = 3x4 = 3x4 Scale = 1:68.4 3x6 = 0- 13 8-4-1 16-1-5 24-4-5 32-1-9 40-2-13 40- 10 0- -13 8-1-4 7-9-4 8-3-0 7-9 4 8-1-4 0- -13 Plate Offsets (X,Y)-- [3:0-2-10,Edge], [4:0-1-12,0-0-11], [6:0-2-0,0-0-4], [8:0-3-0,0-0-9], [9:0-2-10,Edge], [12:0-1-8,0-1-8], [17:0-1-12,0-0-2] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 16-16,13-13: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=-26(LC 4) Max Uplift 1=-1131(LC 4), 11=-1131(LC 5) Max Grav 1=2301(LC 9), 11=2301(LC 9) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.66 Vert(LL) -0.38 14-15 >999 360 MT20 244/190 BC 0.80 Vert(CT) -0.66 14-15 >736 240 WB 0.84 Horz(CT) 0.16 11 n/a n/a Matrix -MS Weight: 379 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. BOT CHORD 4-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 6-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5037/2476, 2-4=-4731/2327, 4-5=-3763/1950, 5-6=-3810/2117, 6-7=-3810/2117, 7-8=-3763/1950, 8-1 0=-4731/2327, 10-11 =-5037/2476 BOT CHORD 1-17=-2147/4567, 15-17=-1775/3939, 14-15=-1040/2641, 12-14=-1756/3939, 11-12=-2161/4567 WEBS 6-14=-783/1440, 7-14=-405/427, 8-14=-900/551, 8-12=-213/599, 10-12=-449/401, 6-15=-783/1440, 5-15=-405/427, 4-15=-900/551, 4-17=-213/599, 2-17=-449/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to 40-6-1 cantilever left and right exposed ; 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) Plates checked for a plus or minus 0 degree rotation about its center. 7) Gable studs spaced at 1-4-0 oc. 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, with BCDL = 8.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1131 lb uplift at joint 1 and 1131 lb uplift at joint 11. %%1111 oLIU S' ♦ GENS• �. 34869 • • • i Z i Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418362 J40922 A04 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:12 2021 Page 1 ID:CdT_iFF72QUA1 BrIABZguEy6mes-iOUQaJefHDPAc8RgDV6w4x6tCk6ddy?mzN3ePHzV999 6-4-6 12-3-4 , 18-2-1 22-3-9 28-2-6 , 34-1-4 , 40-5-10 6-4-6 5-10-13 5-10-13-10-13 5-10-13 6-4-6 5x5 = 5x8 = io co 1D 14 13 is m I 3x4 = 4x8 M18SHS = 3x6 = 3x8 = 3x4 = 48 M18SHS = 3x4 = Scale = 1:70.0 3x6 = 0-$]13 9-3-13 18-2-1 22-3-9 31-1-13 40-2-13 40-5,-10 0-2-'13 9-1-0 i 8-10-4 4-1-8 8-10 4 9-1-0 0- -13 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-5-12,0-2-8], [8:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=12(LC 5) Max Uplift 1=-1136(LC 4), 10=-1136(LC 5) Max Grav 1=2305(LC 9), 10=2305(LC 9) 10 Im 6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.78 Vert(LL) -0.39 11-13 >999 360 MT20 244/190 BC 0.93 Vert(CT) -0.69 11-13 >704 240 M18SHS 244/190 WB 0.46 Horz(CT) 0.17 10 n/a n/a Matrix -MS Weight: 211 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 4-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5009/2463, 2-4=-4661/2297, 4-5=-3440/1853, 5-6=-3157/1800, 6-7=-3439/1852, 7-9=-4662/2297, 9-10=-5010/2463 BOT CHORD 1-16=-2151/4535, 14-16=-1735/3768, 13-14=-1206/2950, 11-13=-1723/3768, 10-11=-2139/4535 WEBS 2-16=-520/453, 4-16=-244/766, 4-14=-1100/692, 5-14=-405/923, 6-13=-396/922, 7-13=-1103/693, 7-11=-244/767, 9-11=-519/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 18-2-1, Exterior(2E) 18-2-1 to 22-3-9, Exterior(2R) 22-3-9 to 28-2-6, Interior(1) 28-2-6 to 40-6-1; cantilever 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) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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 = 8.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1136 lb uplift at joint 1 and 1136 lb uplift at joint 10. %,,3Lju S' C�i ♦ GENS. �. No 34869 0R1O% ONA IN Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418363 J40922 A05 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:13 2021 Page 1 ID:CdT_iFF72QUA1 BrIABZguEy6mes-AC2onfe12WX1 D10snCd9c9f368UQMIDwC1 oCxjzV998 5-8-6 10-11-4 16-2-1 20-2-13 24-3-9 29-6-6 1 34-9-4 40-5-10 5-8-6 5-2-13 5-2-13 4-0-12 4-0-12 5-2-13 5-2-13 5-8-6 Scale = 1:70.0 5x5 = 3x4 5x5 = = 5 26 6 27 7 M A 6 3x6 = I 10 15 ov 01 14 10 IL 3x4 = 5x6 WB = 3x8 = 3x8 = 5x6 WB = 3x4 = 3x6 = 0-$]13 8-3-13 16-2-1 24-3-9 32-1-13 40-2-13 40-R,10 0-2-'13 8-1-0 7-10-4 8-1-8 7-10 4 8-1-0 0- -13 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-1144(LC 4), 11=-1144(LC 5) Max Grav 1=2293(LC 9), 11=2293(LC 9) 11 IA 6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.71 Vert(LL) -0.34 14-15 >999 360 MT20 244/190 BC 0.83 Vert(CT) -0.60 14-15 >814 240 WB 0.91 Horz(CT) 0.17 11 n/a n/a Matrix -MS Weight: 215 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins. BOT CHORD 4-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5021/2508, 2-4=-4720/2368, 4-5=-3708/1980, 5-6=-3413/1910, 6-7=-3413/1910, 7-8=-3708/1980, 8-1 0=-4720/2368, 10-11 =-5021/2508 BOT CHORD 1-17=-2204/4551, 15-17=-1849/3917, 14-15=-1461/3326, 12-14=-1838/3917, 11-12=-2194/4551 WEBS 2-17=-446/398, 4-17=-213/614, 4-15=-938/622, 5-15=-470/1059, 6-15=-314/195, 6-14=-314/195, 7-14=-470/1059, 8-14=-938/622, 8-12=-213/614, 10-12=-446/398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 16-2-1, Exterior(2R) 16-2-1 to 21-10-13, Interior(1) 21-10-13 to 24-3-9, Exterior(2R) 24-3-9 to 30-0-5, Interior(1) 30-0-5 to 40-6-1; cantilever 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 = 8.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1144 lb uplift at joint 1 and 1144 lb uplift at joint 11. ,I %%%0% JU S DENS. �. 34869 0 �4U SS,ON AL 000 111111/ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418364 J40922 A06 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 7-3-13 14-2-1 7-3-13 6-10-4 M M O 5.00 F12 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:14 2021 Page 1 ID:Cc1T_iFF72QUA1 BrIABZguEy6mes-eOcA??fwogfurSb3Lw8O9MCAiYp25uv3RhYIU9zV997 20-2-13 26-3-9 33-1-13 40-5-10 6-0-12 6-0-12 6-10-4 7-3-13 5x8 = 2x4 11 5x8 = 4 5 2324 6 14 13 12 11 10 3x6 = 2x4 11 5x6 = 3x8 = 5x6 = 2x4 11 Scale = 1:70.0 9 V Ic O 3x6 = 0- 13 7-3-13 14-2-1 20-2-13 26-3-9 33-1-13 40-2-13 40- 10 0- -13 7-1-0 6-10-4 6-0-12 6-0-12 6-10 4 7-1-0 0- -13 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [7:0-3-0,Edge], [11:0-1-12,0-3-4], [13:0-1-12,0-3-4] 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 0.97 Vert(LL) 0.34 12 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.49 11-12 >995 240 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) 0.17 9 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 204 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-4,6-7: 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 2-13, 8-11 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-1143(LC 4), 9=-1143(LC 5) Max Grav 1=1965(LC 9), 9=1965(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4262/2452, 2-4=-3445/2072, 4-5=-3437/2176, 5-6=-3437/2176, 6-8=-3445/2072, 8-9=-4262/2452 BOT CHORD 1-14=-2146/3831, 13-14=-2146/3831, 12-13=-1541/2963, 11-12=-1531/2963, 10-1 1=-2135/3831, 9-10=-2135/3831 WEBS 2-13=-942/661, 4-13=-225/513, 4-12=-274/519, 5-12=-529/427, 6-12=-274/519, 6-11=-225/513, 8-11=-942/661 S' 1) Unbalanced roof live loads have been considered for this design. �1U 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., , `� ,•GENS* �•�•, GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 14-2-1, Exterior(2R) 14-2-1 to 19-10-13, Interior(1) 19-10-13 to �� •• 26-3-9, Exterior(2R) 26-3-9 to 32-0-5, Interior(1) 32-0-5 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip No 34869 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) Plates checked for a plus or minus 0 degree rotation about its center. • 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 '�� • P;•� �� will fit between the bottom chord and any other members. • • • ��\ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 1 and 1143 lb uplift �jss/ �� J#J'I N A'"111111 at joint 9. ,`,�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Clty Ply Baron Island Storage T23418365 J40922 A07GE GABLE 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:17 2021 Page 1 ID:CdT_iFF72C UA1 BrIABZguEy6mes-3zHJd 1 ho511 TivJdO2h5n?gg8lvN I ImV7fmP4UzV994 6-3-6 12-1-3 17-6 4 22-11-6 28-4-7 34-2-4 40-5-10 6-3-6 5-9-13 5-5-2 5-5-2 5-9-13 6-3-6 Scale = 1:68.8 3x4 3x4 11 3x4 = 5x5 = 3x4 = 4x6 = 5x5 5.00 F12 3 483 5 6 84 7 3x6 = 16 15 - 13 " 11 10 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 3x6 = 0- 13 6-3-6 12-1-3 20-2-13 28-4-7 34-2-4 40-2-13 40- 10 0- -13 6-0-9 5-9-13 8-1-10 8-1-10 5-9-13 6-0-9 0- -13 Plate Offsets (X,Y)-- [4:0-0-15,0-1-8], [5:0-3-0,Edge], [6:0-1-14,0-1-8], [13:0-2-0,0-0-4], [33:0-1-13,0-1-0], [36:0-1-13,0-1-0], [64:0-1-13,0-1-0], [67:0-1-13,0-1-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-1143(LC 4), 9=-1143(LC 5) Max Grav 1=1965(LC 9), 9=1965(LC 9) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.39 Vert(LL) 0.18 13 >999 360 MT20 244/190 BC 0.57 Vert(CT) -0.26 13-15 >999 240 WB 0.17 Horz(CT) 0.07 9 n/a n/a Matrix -MS Weight: 663 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4313/2481, 2-3=-3645/2158, 3-4=-3359/2083, 4-6=-3921/2374, 6-7=-3359/2083, 7-8=-3645/2158,8-9=-4313/2481 BOT CHORD 1-16=-2189/3890, 15-16=-2189/3890, 13-15=-1998/3751, 11-13=-2009/3751, 10-11 =-2178/3890, 9-1 0=-2178/3890 WEBS 2-15=-764/567, 3-15=-485/961, 4-15=-740/467, 6-11=-740/467, 7-11 =-485/96 1, 8-11=-764/567 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 12-1-3, Exterior(2R) 12-1-3 to 17-9-14, Interior(1) 17-9-14 to 28-4-7, Exterior(2R) 28-4-7 to 34-2-4, Interior(1) 34-2-4 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Plates checked for a plus or minus 0 degree rotation about its center. 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. � GENS• �. N 3486Oo i fill 1111111% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 April 2,2021 Job Truss Truss Type Qty Ply Baron Island Storage T23418365 J40922 A07GE GABLE 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:17 2021 Page 2 ID:CdT_iFF72QUA1 BrIABZguEy6mes-3zHJdl ho5liTivJd02h5n?gg8lvNIImV7fmP4UzV994 NOTES- 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 1 and 1143 lb uplift at joint 9. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418366 J40922 A08 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5-3-13 10-2-1 , 16-11-2 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:18 2021 Page 1 ID:CdT_iFF72QUA1BHABZguEy6mes-X9rhgNiQs39KK3ugaIDKJCMuB98?1bHfLJWydwzV993 23-6-8 30-3-9 35-1-13 40-5-10 5-3-13 4-10-4 6-9-1 6-9-1 4-10-4 5-3-13 Scale = 1:68.8 3x4 = 5x8 = 2x4 11 4x6 = 5x8 = 5.00 12 3 26 4 5 6 27 7 3x4 3x4 2 2 8 28 m 24 29 v n 1 9 0 6 IM di3O 17 16 15 14 13 12 11 10 3x6 — 2x4 I I 3x4 = 4x6 — 3x8 = 3x4 = 4x6 — 3x4 = 2x4 11 3x6 — 0-$ 13 5-3-13 10-2-1 16-11-2 23-6-8 30-3-9 35-1-13 40-2-13 40-5 10 0-2-'13 5-1-0 4-10-4 6-9-1 6-7-5 6-9-1 4-10-4 5-1-0 0- -13 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [5:0-3-0,Edge], [7:0-5-12,0-2-8] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-1142(LC 4), 9=-1142(LC 5) Max Grav 1=1965(LC 9), 9=1965(LC 9) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.88 Vert(LL) 0.49 13-14 >999 360 MT20 244/190 BC 1.00 Vert(CT) -0.72 13-14 >674 240 WB 0.79 Horz(CT) 0.20 9 n/a n/a Matrix -AS Weight: 203 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 4-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4337/2484, 2-3=-3859/2268, 3-4=-4579/2728, 4-6=-4579/2728, 6-7=-4580/2730, 7-8=-3859/2267,8-9=-4337/2484 BOT CHORD 1-17=-2201/3918, 16-17=-2201/3918, 14-16=-1819/3443, 13-14=-2391/4465, 11-13=-1823/3443, 10-11=-2191/3918, 9-10=-2191/3918 WEBS 2-16=-536/427, 3-16=-135/355, 3-14=-675/1215, 4-14=-556/453, 6-13=-557/433, 7-13=-677/1217, 7-11 =-1 35/355, 8-11=-537/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 10-2-1, Exterior(2R) 10-2-1 to 15-10-13, Interior(1) 15-10-13 to 30-3-9, Exterior(2R) 30-3-9 to 36-0-5, Interior(1) 36-0-5 to 40-6-1; cantilever 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 1142 lb uplift at joint 1 and 1142 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ♦♦♦♦♦��0LIUS' LF��i��i DENS. �. ••�\ �•• i No 34869 � r � ' 1O N A1 E��♦♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418367 J40922 A09 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:19 2021 Page 1 I D:CdT_iFF72QUA1 BrIABZguEy6mes-?M P32jj2dM I ByDT07TkZsQv2hZW VI1 ZoazFW9NzV992 4-3-13 8-2-1 14-3-5 20-2-13 26-2-5 , 32-3-9 , 36-1-t3 , 40-5-10 4-3-13 3-10-4 6-1-4 5-11-8 5-11-8 6-1-4 3-10-4 4-3-13 Scale = 1:68.7 5.00 F12 5x8 = 3x4 = 2x4 11 4x6 = 3x4 = 5x8 — 3 423 5 6 724 8 2x4 2x4 2 9 M 22 25 a r 1 10 M di DZ IM 6 6 15 14 13 12 11 3x6 — 3x4 = 5x8 M18SHS = 3x8 = 5x8 M18SHS = 3x4 = 3x6 — 0-13 8-2-1 14-3-5 20-2-13 26-2-5 32-3-9 40-2-13 40-,Sr10 0-2 13 7-11 4 6-1-4 5-11-8 5-11-8 6-1-4 7-114 0- -13 Plate Offsets (X,Y)-- [1:0-6-6,Edge], [3:0-5-12,0-2-8], [6:0-3-0,Edge], [8:0-5-12,0-2-8], [10:0-6-6,Edge], [12:0-4-0,0-3-0], [14:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=10(LC 5) Max Uplift 1=-1143(LC 4), 10=-1143(LC 5) Max Grav 1=1965(LC 9), 10=1965(LC 9) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.89 Vert(LL) 0.56 13 >865 360 MT20 244/190 BC 0.85 Vert(CT) -0.82 13-14 >593 240 M18SHS 244/190 WB 0.85 Horz(CT) 0.18 10 n/a n/a Matrix -MS Weight: 199 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 4-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4376/2557, 2-3=-4043/2345, 3-4=-5208/3041, 4-5=-5751/3281, 5-7=-5751/3281, 7-8=-5208/3041, 8-9=-4043/2345, 9-10=-4376/2557 BOT CHORD 1-15=-2263/3965, 14-15=-1935/3646, 13-14=-2801/5186, 12-13=-2811/5186, 11-12=-1945/3646, 10-11=-2253/3965 WEBS 2-15=-360/383, 3-15=-78/304, 3-14=-958/1721, 4-14=-806/549, 4-13=-288/549, 5-13=-459/329, 7-13=-288/549, 7-12=-806/549, 8-12=-958/1721, 8-11=-78/304, 9-11=-360/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-1-9, Interior(1) 4-1-9 to 8-2-1, Exterior(2R) 8-2-1 to 13-10-13, Interior(1) 13-10-13 to 32-3-9, Exterior(2R) 32-3-9 to 38-0-5, Interior(1) 38-0-5 to 40-6-1; cantilever 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) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 1 and 1143 lb uplift at joint 10. ju S' CF�,,i��i DENS. �. 34869 • i 40 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418368 J40922 A10G Hip Girder 2 Job Reference (optional) Casi l:oasi I russ, ri. rlerce, rL - 34e40, t5.46U s mar zz zuz'I MI I eK mousmes, Inc. I nu Hpr l ur:88:z1 zuz'I rage '1 I D:CdT_iFF72QUA1 BrIABZguEy6mes-xkXpTOIJ9_YvBXd PFum 1 xr_PSMHN D?u52HIdDFzV990 3-3-5 6-1-2 10-10-13 15-6-13 20-2-13 24-10-13 29-6-13 3 94-8 37-2-5 40-5-10 3-3-5 2-9-12 4-9-12 4-8-0 4-8-0 4-8-0 4-8-0 4-9-12 2-9-12 3-3-5 Special 6x8 M18SHS -_ Special Special Special 2x4 11 Special Special Special Special Special 5.00 12 4x4 = 4x4 = 4x8 M18SHS = 4x4 = 4x4 = Special Special Special Special 3x4 3 32 33 4 34 35 36 5 37 38 6 7 398 40 41 9 42 43 44 Scale = 1:68.2 6x8 M18SHS = 10 3x4 r 12 4A N iM O 23 22 47 48 21 49 20 1950 51 18 52 5317 16 54 15 55 56 14 13 4x8 = 2x4 11 4x4 = Special 4x6 = 5x8 M18SHS = Special 4x8 Special 4x4 = Special 4x6 = Special 4x4 = 2x4 11 4x8 = HJC26 Special Special Special4x4 = Special 5x8 M18SHS = Special HJC26 Special Special Special 0-$313 3-3-5 6-1-2 10-10-13 15-6-13 20-2-13 24-10-13 29-6-13 34-4-8 37-2-5 40-2-13 40-$r10 0-$-13 3-0-8 2-9-12 4-9-12 4-8-0 4-8-0 4-8-0 4-8-0 4-9-12 2-9-12 3-0-8 0- -13 Plate Offsets (X,Y)-- [3:0-2-4,0-3-12], [10:0-2-4,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 1.25 18 >388 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -1.20 18 >407 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) -0.20 12 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 514 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except` 3-7,7-10: 2x6 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 3-21,4-19,5-18,8-18,9-17,10-15: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 12=0-8-0 Max Horz 1=-12(LC 4) Max Uplift 1=-3342(LC 4), 12=-3340(LC 5) Max Grav 1=4876(LC 19), 12=4874(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 4-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11479/7890, 2-3=-11967/8242, 3-4=-16834/11069, 4-5=-20051/12895, 5-6=-21085/13474, 6-8=-21085/13474, 8-9=-20034/12883, 9-10=-16824/11062, 10-1 1=-1 1961/8238,11-12=-11473/7885 BOT CHORD 1-23=-7184/10527, 22-23=-7184/10527, 21-22=-7504/11074, 19-21 =-1 0845/16758, 18-19=-12677/19984, 17-18=-12677/19967, 15-17=-10849/16748, 14-15=-7512/11068, 13-14=-7182/10521, 12-13=-7182/10521 WEBS 2-23=-499/365, 2-22=-661/898, 3-22=-1146/1257, 3-21=-3786/6443, 4-21=-2877/1822, 4-19=-2108/3658, 5-19=-1458/965, 5-18=-681/1173, 6-18=-892/635, 8-18=-694/1192, 8-17=-1454/962, 9-17=-2103/3650, 9-15=-2875/1820, 10-15=-3782/6438, 10-14=-1146/1257, 11-14=-660/898, 11-13=-499/364 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 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=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 6-1-1, Exterior(2R) 6-1-1 to 11-9-13, Interior(1) 11-9-13 to 34-4-9, Exterior(2R) 34-4-9 to 40-1-4, Interior(1) 40-1-4 to 40-6-1; cantilever left and right exposed ; 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) Plates checked for a plus or minus 0 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jU S 1 CF�,,i ,, � GENS• �. No 34869 r. 0 ;44/ Z. i S �'? % 111,1`111111 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 'ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 April 2,2021 Job Truss Truss Type Qty Ply Baron Island Storage T23418368 J40922 A10G Hip Girder 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:21 2021 Page 2 I D:CdT_iFF72QUA1 BrIABZguEy6mes-xkXpTOIJ9_YvBXd PFum 1 xr_PSMHN D?u52HIdDFzV990 NOTES- 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3342 lb uplift at joint 1 and 3340 lb uplift at joint 12. 12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 28-2-10 oc max. starting at 6-1-8 from the left end to 34-4-2 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 358 lb down and 277 lb up at 8-1-15, 358 lb down and 277 lb up at 10-1-15, 348 lb down and 277 lb up at 12-1-15, 343 lb down and 277 lb up at 14-1-15, 343 lb down and 277 lb up at 16-1-15, 343 lb down and 277 lb up at 18-1-15, 343 lb down and 277 lb up at 20-2-13, 343 lb down and 277 Ib up at 22-3-12, 343 lb down and 277 lb up at 24-3-12, 343 lb down and 277 lb up at 26-3-12, 348 lb down and 277 lb up at 28-3-12, and 358 lb down and 277 lb up at 30-3-12, and 358 lb down and 277 lb up at 32-3-12 on top chord, and 79 lb down and 34 lb up at 8-1-15, 79 lb down and 34 lb up at 10-1-15, 79 lb down and 34 lb up at 12-1-15, 79 lb down and 34 lb up at 14-1-15, 79 lb down and 34 lb up at 16-1-15, 79 Ib down and 34 lb up at 18-1-15, 79 lb down and 34 lb up at 20-2-13, 79 lb down and 34 lb up at 22-3-12, 79 lb down and 34 lb up at 24-3-12, 79 lb down and 34 lb up at 26-3-12, 79 lb down and 34 lb up at 28-3-12, and 79 lb down and 34 lb up at 30-3-12, and 79 lb down and 34 lb up at 32-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-64, 3-10=-64, 10-12=-64, 24-27=-16 Concentrated Loads (lb) Vert: 7=-1 88(B) 20=-65(B) 22=-707(B) 18=-65(B) 6=-1 88(B) 14=-707(B) 16=-65(B) 32=-1 88(B) 33=-1 88(B) 35=-1 88(B) 36=-1 88(B) 37=-1 88(B) 38=-1 88(B) 39=-1 88(B) 40=-1 88(B) 41 =-1 88(B) 43=-1 88(B) 44=-1 88(B) 47=-65(B) 48=-65(B) 49=-65(B) 50=-65(B) 51 =-65(B) 52=-65(B) 53=-65(B) 54=-65(B) 55=-65(B) 56=-65(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418369 J40922 A18 ROOF TRUSS 10 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5-8-2 10-10-12 16-1-5 5-8-2 5-2-9 5-2-9 5.00 12 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:22 2021 Page 1 ID:CdT_iFF72QUA1 BrIABZguEy6mes-Px4CgklxwHgmpgCbpbHGU2XdbmZeyNMEGxUAmizV99? 20-2-13 24-4-5 29-6-14 34-9-8 40-5-10 4-1-8-2-9 5-8-2 5x5 = " 1u 15 14 3x4 = 3x6 = 4x8 M18SHS = 3x4 3x4 = 3x4 = 4x8 M18SHS = Scale = 1:68.4 3x6 = 0-2-13 8-4-1 16-1-5 24-4-5 32-1-9 40-2-13 40-�5r10 0-4 13 8-1-4 7-9-4 8-3-0 7-9 4 8-1-4 0- -13 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.61 15-17 >793 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.88 15-17 >555 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.17 11 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Attic -0.45 14-15 220 360 Weight: 217 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 4-0-0 oc bracing. 13-16: 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 *Except* 7-14,5-15: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=26(LC 5) Max Uplift 1=-1006(LC 4), 11=-1006(LC 5) Max Grav 1=2308(LC 10), 11=2308(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5167/2169, 2-4=-4868/2015, 4-5=-4106/1636, 5-6=-1754/690, 6-7=-1754/690, 7-8=-4106/1636, 8-10=-4868/2015, 10-11=-5167/2169 BOT CHORD 1-17=-1867/4683, 15-17=-1482/4157, 14-15=-1070/3591, 12-14=-1462/4157, 11-12=-1880/4683 WEBS 14-19=-269/904, 7-19=-246/932, 8-14=-766/546, 8-12=-221/428, 10-12=-436/412, 15-18=-269/904, 5-18=-246/932, 4-15=-766/545, 4-17=-222/428, 2-17=-436/412, 18-20=-414/364, 19-20=-414/364, 6-20=-241/1024, 5-20=-2220/1101, 7-20=-2220/1101 ttliII11111111,, NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,oLJus •'� G•E N S+ • �41 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., `�� •�•� F•••, �� GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to 40-6-1; 34869 cantilever 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) 150.01b AC unit load placed on the interior chord, 20-2-13 from left end, supported at two points, 3-0-0 apart. 'fl 5) All plates are MT20 plates unless otherwise indicated. 0 �• �� 6) Plates checked for a plus or minus 0 degree rotation about its center. �40 p:•' 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R 1 p `�� 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 •. • • • •. , and any other rs fit between the tpsf) omember(s). nom 9)wilCeliling dead load (5.0 18 20, 19-20rd �11611 N A� E�4`%% 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1006 lb uplift at joint 1 and 1006 lb Julius Lee PE No.34869 uplift at joint 11. MiTek USA, Inc. FL Cert 6634 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418370 J40922 ZCJ1 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:23 2021 Page 1 ID:CdT_iFF72QUA1 BrIABZguEy6mes-t7eau4mZhbodQgnnMJoVOG3vfA3Lh2vOVbEjl8zV99_ 0-11-4 0-11-4 0-11-4 0-11-4 v a PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:6.8 LOADING (psf) TCLL 20.0 TCDL 12.0 BCLL 0.0 BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.19 BC 0.15 WB 0.00 Matrix -MP DEFL. in Vert(LL) 0.00 Vert(CT) -0.00 Horz(CT) 0.00 (loc) I/defl 6 n/r 6 n/r n/a L/d 120 120 n/a PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-264(LC 4), 3=330(LC 4) Max Uplift 2=-314(LC 4) Max Grav 2=77(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/97 BOT CHORD 1-3=-82/330 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� L�U S L� 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 �� j will fit between the bottom chord and any other members. `�� ,•�� G E N S+ �i- 7) Refer to girder(s) for truss to truss connections. �� •' �•'•, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2. No 34869 . Aft� If AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418371 J40922 ZCJ3 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:23 2021 Page 1 ID:CdT_iFF72QUA1 BrIABZguEy6mes-t7eau4mZhbodQgnnMJoVOG3s5A?Hh2vOVbEj18zV99_ 2-11-4 Scale = 1:11.0 2x3 — 10-2-131 2-11-4 0-2-13 2-8-7 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 0.36 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=198(LC 4) Max Uplift 1=-155(LC 4), 2=-210(LC 4), 3=41(LC 4) Max Grav 1=159(LC 9), 2=137(LC 9), 3=51(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 ,,i11111111111, will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. �i� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 1, 210 lb uplift at `�� ,• •� G•E N S+ joint 2 and 41 lb uplift at joint 3. •• 46' �� 34869 �ii�F • < p R k O, 4% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418372 J40922 ZCJ5 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:24 2021 Page 1 ID:CdT_iFF72QUA1BHABZguEy6mes-LJCy5QnBSvwT2_M_wOJkZTcxyaFZQV9XkFzHpazV98z 4-11-4 4-11-4 Scale = 1:15.1 3x3 = Q2-13 4-11-4 d-2 4-8-7 Plate Offsets (X,Y)-- [1:0-0-12,0-1-8] 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 0.73 Vert(LL) 0.10 3-6 >614 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.08 3-6 >773 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=334(LC 5) Max Uplift 1=-270(LC 4), 2=-363(LC 5), 3=-56(LC 5) Max Grav 1=270(LC 9), 2=236(LC 9), 3=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 4-10-8; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint 1, 363 lb uplift at joint 2 and 56 lb uplift at joint 3. ♦ GENS. �. No 34869 S % �O o. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 City Ply Baron Island Storage T23418373 J40922 ZEJ6 Jack -Open 26 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:24 2021 Page 1 ID:CdT_iFF72QUA1BrIABZguEy6mes-LJCy5QnBSvwT2_M_wOJkZTcwHaDJQV9XkFzHpazV98z 6-1-2 3x6 O2-1,3 6-1-2 2-1 �3 5-10-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.19 3-6 >376 360 TCDL 12.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.19 3-6 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SIP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=390(LC 5) Max Uplift 1=-257(LC 4), 2=-361(LC 5), 3=-43(LC 5) Max Grav 1=388(LC 9), 2=370(LC 9), 3=115(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.4 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 6-0-6; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 150.01b AC unit load placed on the top chord, 3-7-9 from left end, supported at two points, 3-0-0 apart. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 1, 361 lb uplift at joint 2 and 43 lb uplift at joint 3. '3LIU S' CF�,,i��i 34869 i �O N 1111111100 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Oty Ply Baron Island Storage T23418374 J40922 ZEJ6A Monopitch 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:25 2021 Page 1 I D:CdT_iFF72C UA1 BrIABZguEy6mes-q W mKlmopDC2Kg8xAUkrz5h934zYr9yOhyvjgLOzV98y 6-1-2 2x3 11 3x6 11 3x4 = Or2-N 6-1-2 0'--2-113 5-10-5 Plate Offsets (X,Y)-- [1:0-1-8,0-0-8] Scale = 1:19.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.17 3-6 >422 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.14 3-6 >517 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=368(LC 5) Max Uplift 1=-313(LC 4), 3=-478(LC 5) Max Grav 1=324(LC 9), 3=377(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/430 Structural wood sheathing directly applied, except end verticals. 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 5-11-6; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 478 lb uplift at joint 3. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. %%% GENS' �. No 34869 i S • C? % � N Ai 00 '11111 1, . Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Baron Island Storage T23418375 J40922 ZHJ6 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:26 2021 Page 1 I D:CdT_iFF72QUA1 BOABZguEy6mes-I iKi W6oR_WABH I W M2RMCeuhEH NzAuJygBZSOuTzV98x 4-5-5 8-6-11 2x4 11 Scale = 1:19.0 3 4 3x4 = 0-4-0, 4-5-5 8-6-11 0-4-0 4-1-5 4-1-6 Plate Offsets (X,Y)-- [1:0-0-10,Edge], [6:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.05 6-7 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) -0.01 6 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 37 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=425(LC 5) Max Uplift 1=-789(LC 5), 6=-873(LC 5) Max Grav 1=593(LC 15), 6=683(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-951/1091, 3-6=-236/335 BOT CHORD 1-7=-1351/961, 6-7=-1351/961 WEBS 2-6=-1024/1441 Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. 5-7-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Corner(3) -0-0-6 to 5-8-6, Exterior(2R) 5-8-6 to 8-6-11; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 1 and 873 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 237 lb up at 4-2-15, 316 lb down and 237 lb up at 4-2-15, and 384 lb down and 352 lb up at 7-0-14, and 384 lb down and 352 lb up at 7-0-14 on top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb down and 39 lb up at 4-2-15, and 52 lb down and 54 lb up at 7-0-14, and 52 lb down and 54 lb up at 7-0-14 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=-64, 3-4=-24, 5-8=-16 ,,.%% %�vLJUS EN , DS. �i NQ 34869 . ,� • If AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23418375 J40922 ZHJ6 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:38:26 2021 Page 2 I D:CdT_iFF72QUA1 BdABZguEy6mes-I iKi W6oR_WABH I W M2RMCeuhEH NzAuJygBZSOuTzV98x LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-29(F=-14, B=-14) 14=-101(F=-51, B=-51) 15=-108(F=-54, B=-54) 16=-73(F=-37, B=-37) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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. 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