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Home My WebLink AboutApproved Shop Drawings- Bldg FOOKS 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. 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. 0 0 N Z I 721011 121011 wt 121011 wt 121011 _W�_ 121011 wt 121011 w� 121011 12' -0" PLATE HT. Indicates Lef t End Of Truss On Layout & Engineering Sheets HARDWARE: =HJC26 HANGERS (QTY. 4) 1 3 5 6A 6 6 0 0 N 6 6A 5 3 1 12 5r' ENGINEERED TRUSS SYSTEMS ECT BEAST COAST TRUSS 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. LLJ CITY/COUNTY:Jensen Beach/Martin U7 Q JOB # J40925 5 JOB # MODEL:Building F SQ FT 1483 ftz 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 0 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 ft 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 4- 5- 6- J Q Z LL n W 0- 75 Q U) U) U) W I Z U) W U) U) D ry W (1] 0 W U) 0 Z 0 U Ir- TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) . Designed By: SB 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: J40925 - Baron Island Storage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Benchmark III Corp. Project Name: Baron Island Storage Model: Bullciing 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: N/A Wind Speed: 165 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 13 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 T23416889 C01 4/2/21 2 T23416890 CO2 4/2/21 3 T23416891 CO3GE 4/2/21 4 T23416892 C04GE 4/2/21 5 T23416893 C05 4/2/21 6 T23416894 C06 4/2/21 7 T23416895 C07G 4/2/21 8 T23416896 ZCJ 1 4/2/21 9 T23416897 ZCJ3 4/2/21 10 T23416898 ZCJ5 4/2/21 11 T23416899 ZEJ6 4/2/21 12 T23416900 ZEJ6A 4/2/21 13 T23416901 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: Velez, Joaquin 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. 'o.0%►► 11111 #,1',I �oPp.UIN V-'4 �,.��G•E�NS�.,��.� 68182 :X 0, STATE OF •,;S S'�ONA� E-- It Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Baron Island Storage T23416889 J40925 C01 Common 15 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5-4-3 3x4 = 4-10-10 4x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:12 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-bEn4P5wCGitw5rFrCwB26d85_ERgoOLFHom4V?zVBdb 4-10-10 5-4-3 Scale = 1:35.1 3x4 = 3x6 = 3x4 = 3x4 = M IM 0 0- -13 6-11-12 13-5-14 20-2-13 2075,10 0- - 3 6-8-15 6-6-3 6-8-15 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 0.47 Vert(LL) 0.09 6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 6-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 87 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-715(LC 4), 5=-715(LC 5) Max Grav 1=996(LC 9), 5=996(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1959/1415, 2-3=-1753/1331, 3-4=-1753/1331, 4-5=-1959/1415 BOT CHORD 1-8=-1202/1739, 6-8=-687/1134, 5-6=-1191/1739 WEBS 3-6=-393/577, 4-6=-434/467, 3-8=-393/577, 2-8=-434/467 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 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 111111111111 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N U V P to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. Q F /, ,` `• O <� �i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , •' � C'•E N S�c'•� 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 `� oo will fit between the bottom chord and any other members. No 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 1 and 715 lb uplift at * �• joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. S OF ''JJAl \• s,O Joaquin Velez PE No.68182 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 T23416890 J40925 CO2 ATTIC 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:13 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-3RLSdRxgl??nj?g1mdiHegh8TemgXPaOWSWd2SzVBda 3-7-5 6-9-1 1 8-7-4 , 9-4-6 ,10%13,11-1-411-1%9 13-8-9 16-10-5 20-5-10 3-7-5 3-1-12 1-10-3 0-9-2 0-10-7 0-10-7 0-9-2 1-10-3 3-1-12 3-7-5 Scale = 1:35.2 3x6 = 3x8 = 5 3x8 = 4x4 = 3x4 = 3x8 M18SHS = 3x4 = 4x4 = 0-�-13 13-8-9 20-2-13 2075 10 0- - 3 6-6 4 6-11-8 6-6-4 0-2-13 Plate Offsets (X,Y)-- [1:0-1-8,0-2-01, [5:0-3-0,Edge], [9:0-1-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 10-12 >731 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.59 10-12 >416 240 M18SHS 2441190 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.04 9 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Attic -0.17 10-12 483 360 Weight: 86 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-598(LC 4), 9=-598(LC 5) Max Grav 1=1297(LC 10), 9=1297(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2898/1258, 2-3=-2402/912, 3-4=-2110/878, 4-5=-571/1346, 5-6=-571/1346, 6-7=-2109/878, 7-8=-2402/912, 8-9=-2898/1258 BOT CHORD 1-12=-1080/2629, 10-12=-596/2046, 9-10=-1083/2629 WEBS 4-6=-3619/1588, 7-10=-136/580, 8-10=-642/536, 3-12=-136/580, 2-12=-642/536 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., ,, 1 111 111I 1 GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to U I N 20-6-1; 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 ,` SOP to the use of this truss component. ,� , •' G•E•N ••• �� , 4) 150.01b AC unit load placed on the top chord, 10-2-13 from left end, supported at two points, 3-0-0 apart. : ••' � 5) All plates are MT20 plates unless otherwise indicated. No 68182 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 ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. S F 9) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 O'.• 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 ,� •.• Al Q ••' D 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 598 lb uplift at joint 1 and 598 lb uplift at joint 9.12) �� ' • R \ • \ �� Isls •''••••''• This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. �� 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 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 T23416891 J40925 CO3GE GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:15 2021 Page 1 I D: BfE2eYtRJ uxkv2 kxE7pl ITy69 Kz-OpTD27y4Yd FVy I_Qt2klj FmZaSPv?LZhzm?k6 KzV BdY 5-4-3 10-2-13 15-1-7 20-5-10 5-4-3 4-10-10 4-10-10 5-4-3 Scale = 1:37.1 2x4 — 46 = 410 = 3x4 = 1x4 II 1x4 II 3x6 = 3x4 = 1x4 11 1x4 11 1x4 I 4x10 = 0- -13 6-11-12 13-5-14 20-2-13 20510 0- - 3 6-8-15 6-6-3 6-8-15 0- - 3 Plate Offsets (X,Y)-- [1:Edge,0-0-31, [3:0-2-0,0-0-121, [5:Edge,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.11 8 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.11 8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) 0.03 5 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 133 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=11(LC 13) Max Uplift 1=-2609(LC 11), 5=-2609(LC 14) Max Grav 1=2674(LC 16), 5=2674(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5970/5841, 2-3=-3615/3529, 3-4=-3615/3529, 4-5=-5970/5841 BOT CHORD 1-8=-5261/5431, 6-8=-2098/1985, 5-6=-5250/5431 WEBS 3-6=-552/639, 4-6=-433/548, 3-8=-552/639, 2-8=-433/548 NOTES- 1 ) Unbalanced roof live s have been considered a1d65mph N 1 VF',��/ 2) Wind: ASCE 7- 6; Vu t1111 (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 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to �%,,`,Qv I • • 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 DOL=1.60 ��` ,�P G�E•N �� SAC'•, plate grip 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 ` ••' oo Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. No 68182 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable studs spaced at 1-4-0 oc. S OF 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O� 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 ,�'.• �`� O Q;•• will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2609 lb uplift at joint 1 and 2609 lb uplift \� `; ,��j StS '' • • • •'' • �>`, at joint 5. \ 10) This truss has been designed for a total drag load of 433 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist If, 'fit 11 drag loads along bottom chord from 0-0-0 to 20-5-10 for 433.0 plf. Joaquin Velez PE No.68182 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 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 T23416892 J40925 C04GE GABLE 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:16 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pl ITy69Kz-U01 bFTziJwNMaSZcRIF_GTJn?somkgKrCQkHemzVBdX 5-4-3 10-2-13 15-1-7 20-5-10 5-4-3 4-10-10 4-10-10 5-4-3 Scale = 1:37.1 2x4 = 4x4 3x4 = 3x4 = 1x4 II 1x4 II 3x6 = 3x4 = 1 x4 11 1 x4 11 1 x4 11 3x4 = 0- -13 6-11-12 13-5-14 20-2-13 20510 0- - 3 6-8-15 6-6-3 6-8-15 0- - 3 Plate Offsets (X,Y)-- [3:0-2-0,0-0-12) 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 0.47 Vert(LL) 0.09 8 >999 360 MT20 2441190 TCDL 12.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 6-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 131 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-715(LC 4), 5=-715(LC 5) Max Grav 1=996(LC 9), 5=996(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1958/1414, 2-3=-1752/1331, 3-4=-1752/1331, 4-5=-1958/1414 BOT CHORD 1-8=-1201/1738, 6-8=-687/1134, 5-6=-1190/1738 WEBS 3-6=-392/576, 4-6=-434/466, 3-8=-392/576, 2-8=-434/466 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., ,, 1 111 111I �� GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to ,� N 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryG•E•N >>>%% plane Gable End Details as applicable, or consult building designer as per ANSIITPI 1. �� SAC'•, qualified 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificoo ` ••' to the use of this truss component. No 68182 5) Plates checked for a plus or minus 0 degree rotation about its center. * �• 6) Gable studs spaced at 1-4-0 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 :-53 SrAT OF will fit between the bottom chord and any other members. .' O � . 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 1 and 715 lb uplift at . ,�'.• �`Q joints. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 0 �` ••,•R\D�% ,��j Sl) •'' \ �>`, Joaquin Velez PE No.68182 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 T23416893 J40925 C05 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 04:49:16 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-UO1 bFTziJwNMaSZcRIF_GTJovsomkqurCQkHemzVBdX 10-3-9 5-4-3 10-2-1 10- 13 15-1-7 20-5-10 5-4-3 4-9-14 1 0- - 2 4-9-14 5-4-3 0-0-12 Scale = 1:35.7 3x4 = 6-11-12 4x4 3x4 = 3x6 = 3x4 = 3x4 = 13-5-14 20-2-13 10 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.08 6-14 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 6-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 87 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-12(LC 4) Max Uplift 1=-624(LC 4), 5=-624(LC 5) Max Grav 1=996(LC 9), 5=996(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1959/1196, 2-3=-1753/1131, 3-4=-1753/1131, 4-5=-1959/1196 BOT CHORD 1-8=-1024/1739, 6-8=-579/1139, 5-6=-1012/1739 WEBS 4-6=-430/411, 2-8=-430/411, 3-8=-331/573, 3-6=-331/573 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 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 14-5-12, Interior(1) 14-5-12 to 20-6-1; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624 lb uplift at joint 1 and 624 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ,,`,\\IIIIIIIIII',I I N VFW �ii oo No 68182 ; • X ► :��• S OF '�' �. Al Joaquin Velez PE No.68182 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 T23416894 J40925 C06 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 04:49:17 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-yCazSp_K4EVDCc8p?TnDpgs_mF7CTIM_R4UgBDzVBdW 4-3-13 8-2-1 12-3-9 16-1-13 20-5-10 4-3-13 3-10 4 4-1-9 3-10-4 4-3-13 4x8 = 4x4 = Scale = 1:34.6 M IM a 4x4 = 3x4 = 5x8 = 4x4 = 0- -13 8-2-1 12-3-9 20-2-13 20510 0- - 3 7-11-4 4-1-9 7-11-4 0- - 3 Plate Offsets (X,Y)-- [1:0-1-8,0-2-01,[3:0-5-4,0-2-01,[6:0-1-8,0-2-01,[7:0-2-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 8-11 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 8-11 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 6 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 93 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=11(LC 5) Max Uplift 1=-660(LC 4), 6=-660(LC 5) Max Grav 1=996(LC 9), 6=996(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1996/1381, 2-3=-1611/1118, 3-4=-1480/1109, 4-5=-1611/1118, 5-6=-1996/1381 BOT CHORD 1-8=-1203/1796, 7-8=-829/1387, 6-7=-1192/1796 WEBS 2-8=-459/413, 3-8=-107/286, 4-7=-136/286, 5-7=-458/414 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 2-11-9, Interior(1) 2-11-9 to 8-2-1, Exterior(2E) 8-2-1 to 12-3-9, Exterior(2R) 12-3-9 to 16-4-2, ,,1 111111I1 Interior(1) 16-4-2 to 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 % �/� IN 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. �%% 0.0 4) Provide adequate drainage to water ponding. i , •' �� C'•E N S�c'•� prevent 5) Plates checked for a plus or minus 0 degree rotation about its center.00 `� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 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 660 lb uplift at joint 1 and 660 lb uplift at joint 6. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. O'.• S T OF o�. N ,O A; Joaquin Velez PE No.68182 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 T23416895 J40925 C07G Hip Girder 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3-3-5 6-1-2 3-3-5 2-9-13 5.00 12 10-2-13 4-1-11 Special 4x8 = Special 1x4 1 3 P2 4 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:25 2021 Page 1 I D:BfE2eYtRJuxkv2kxE7pliTy69Kz-jk3_8Y4LCh W49rILT8w57MBFyUvKLvJ9GJQGTIzVBdO 14-4-8 17-2-5 20-5-10 4-1-11 2-9-13 3-3-5 Special 4x8 = 23 5 Scale = 1:33.9 M IM a 3x4 — 2x4 11 3x4 = Special 3x8 = 4x6 = 3x4 = 2x4 11 3x4 — HJC26 Special Special HJC26 0- -13 3-3-5 6-1-2 10-2-13 14-4-8 17-2-5 20-2-13 20510 0- - 3 3-0-8 2-9-13 4-1-11 4-1-11 2-9-13 3-0-8 0- - 3 Plate Offsets (X,Y)-- [1:0-5-6,0-2-31, [3:0-5-4,0-2-01, [5:0-5-4,0-2-01, [7:0-5-6,0-2-31 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.22 11 >999 360 MT20 2441190 TCDL 12.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.17 11 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.18 Horz(CT) -0.05 7 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -MS Weight: 230 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-13(LC 4) Max Uplift 1=-2085(LC 4), 7=-2084(LC 5) Max Grav 1=2260(LC 19), 7=2260(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5191/4874, 2-3=-5123/4926, 3-4=-5439/5266, 4-5=-5439/5266, 5-6=-5123/4928, 6-7=-5191 /4876 BOT CHORD 1-13=-4433/4743, 12-13=-4433/4743, 11-12=-4453/4729, 9-11=-4441/4729, 8-9=-4422/4743, 7-8=-4422/4743 WEBS 2-12=-518/523, 3-12=-1188/1219, 3-11=-721/755, 4-11=-697/813, 5-11=-720/755, 5-9=-1188/1219, 6-9=-518/523 Structural wood sheathing directly applied or 5-1-11 oc purlins. 4-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 6-1-2, Exterior(2R) 6-1-2 to 10-2-13, Interior(1) 10-2-13 to 14-4-8, Exterior(2R) 14-4-8 to 18-7-7, Interior(1) 18-7-7 to 20-6-1; 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) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2085 lb uplift at joint 1 and 2084 lb uplift at joint 7. 11) Use USP HJC26 (With 16-16d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 8-2-9 oc max. starting at 6-1-8 from the left end to 14-4-2 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. `0I I II 11111111 %,�.•� PQU IN V< F�•,, I ZI No 68182 �:. ST OF 441 111111111110 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 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 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 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 T23416895 J40925 C07G 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 04:49:25 2021 Page 2 I D:BfE2eYtRJuxkv2kxE7pliTy69Kz-jk3_8Y4LCh W49rILT8w57MBFyUvKLvJ9GJQGTIzVBdO NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 292 lb down and 355 lb up at 8-1-15, and 281 lb down and 355 lb up at 10-2-13, and 292 lb down and 355 lb up at 12-3-11 on top chord, and 64 lb down and 37 lb up at 8-1-15, and 64 lb down and 37 lb up at 10-2-13, and 64 lb down and 37 lb up at 12-3-11 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, 3-5=-64, 5-7=-64, 14-17=-16 Concentrated Loads (lb) Vert: 12=-707(B) 11 =-50(B) 4=-1 13(B) 9=-707(B) 22=-1 13(B) 23=-1 13(B) 26=-50(B) 27=-50(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 T23416896 J40925 ZCJ1 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, TRUSS MUST BE CONNECTED TO THE BEARINGS 2x3 FOR ALL VERTICAL AND HORIZONTAL REACTIONS (BY OTHERS). Careful consideration should be given to bearing conditions. Bearings and truss to bearing connections should be designed in such a manner that they will safely withstand the lateral forces of the trusses. 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:25 2021 Page 1 I D:BfE2eYtRJuxkv2kxE7pliTy69Kz-jk3_8Y4LCh W49rILT8w57MB06UzXLx89GJQGTIzVBdO 0-11-4 0-11-4 0-11-4 0-11-4 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/TP12014 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/deft 6 n/r 6 n/r n/a L/d 120 120 n/a PLATES GRIP MT20 2441190 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. 11; 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. ,, 1 111 111I1 4) Plates checked for a plus or minus 0 degree rotation about its center. 11 N V P 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0.0 F /, `�• <� will fit between the bottom chord and any other members. , •' �� C'•E N S�C'•� 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 68182 OF Al \• ON � A' jNo Joaquin Velez PE No.68182 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 T23416897 J40925 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 04:49:26 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-BxdNLU5_z?exn?KX1sRKgajWluFi4OOJVz9p?BzVBdN 2-11-4 2-11-4 Scale = 1:11.0 2x3 = i0-2-131 2-11-4 0-2-13 2-8-7 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 0.36 Vert(LL) 0.01 3-6 >999 360 MT20 2441190 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/TP12014 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=-21O(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. 11; 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. * ,, 1 111 111I1 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide 11 N V P will fit between the bottom chord and any other members. 0.0 F /� `O<� 7) Refer to girder(s) for truss to truss connections. 8) Provide bearing 155 lb 1, 210 lb • , �� C'•E N S�c'•� �� mechanical connection (by others) of truss to plate capable of withstanding uplift at joint uplift at •' joint 2 and 41 lb uplift at joint 3.00 No 68182 ; :-53 ST OF Al ••• O R �•, •• G `�� Joaquin Velez PE No.68182 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 T23416898 J40925 ZCJ5 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 4-11-4 4-11-4 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:26 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-BxdNLu5_z?exn?KX1sRKgajRLuBe4OOJVz9p?BzVBdN Scale = 1:15.1 2x4 = -2-1 4-11-4 22 4-8-7 Plate Offsets (X,Y)-- [1:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.09 3-6 >670 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.07 3-6 >848 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=325(LC 5) Max Uplift 1=-263(LC 4), 2=-368(LC 5), 3=-50(LC 5) Max Grav 1=270(LC 9), 2=240(LC 9), 3=83(LC 3) FORCES. (Ib) -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. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 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. ,, 1 111 111I1 4) Plates checked for a plus or minus 0 degree rotation about its center. 11 N V P 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0.0 F /� `�<� 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 • , C'•E N S�C'•� 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 263 lb uplift at joint 1, 368 lb uplift at No 68182 joint 2 and 50 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. :�•' S OF Al \• .,;ss,O Joaquin Velez PE No.68182 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 T23416899 J40925 ZEJ6 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3x4 = 6-1-2 6-1-2 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 04:49:27 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pliTy69Kz-f7BIZE6ckJmoP8vkaZyZDnGaYHUuprdSkdvMXezVBdM Scale = 1:17.9 2-1 6-1-2 2-1 5-10-5 Plate Offsets (X,Y)-- [1:0-1-8,0-0-81 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 0.77 Vert(LL) 0.16 3-6 >446 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.14 3-6 >524 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=366(LC 5) Max Uplift 1=-302(LC 4), 2=-440(LC 5), 3=-42(LC 5) Max Grav 1=329(LC 9), 2=297(LC 9), 3=100(LC 3) FORCES. (Ib) -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. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 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) 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. ,, 1 111 111I1 4) Plates checked for a plus or minus 0 degree rotation about its center. 11 U N V 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 0. `�P • <� will fit between the bottom chord and any other members. , •' �� C'•ENS �C'•� 7) Refer to girder(s) for truss to truss connections. `� ' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 1, 440 lb uplift at No 68182 joint 2 and 42 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. :�•' S OF \• .,ass If Joaquin Velez PE No.68182 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 T23416900 J40925 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 04:49:27 2021 Page 1 ID:BfE2eYtRJuxkv2kxE7pl ITy69Kz-f7BIZE6ckJmoP8vkaZyZDnGZKH UnprdSkdvMXezVBdM 6-1-2 6-1-2 2x3 11 2 Scale = 1:18.4 3x6 11 3x4 = 2-1 6-1-2 0-2-1 5-10-5 Plate Offsets (X,Y)-- [1:0-1-8,0-0-81 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 0.85 Vert(LL) 0.16 3-6 >445 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.14 3-6 >516 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=354(LC 4) Max Uplift 1=-302(LC 4), 3=-461(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=-290/418 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 2-11-9, Interior(1) 2-11-9 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. ,, 1 111 111I1 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is N V P the responsibility of the fabricator to increase plate sizes to account for these factors. 0.0 F /� `O<� 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This has been designed for 10.0 bottom live load live loads. • , �� C'•E N S�c'•� truss a psf chord nonconcurrent with any other •' 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide `� oo will fit between the bottom chord and any other members. No 68182 7) Refer to girder(s) for truss to truss connections. * �• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 1 and 461 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. �•�• ;PPF 0R Joaquin Velez PE No.68182 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 T23416901 J40925 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 04:49:28 2021 Page 1 I D:BfE2eYtRJuxkv2kxE7pliTy69Kz-7Jl7ma6EUcuf01Uw8HTol?pjmhr8YBXczHew34zVBdL 4-5-4 8-6-1( 4-5-4 4-1-6 3 4 Scale = 1:18.1 3x4 = �0-4-0 4-5-4 8-6-10 0 4-0 4-1-4 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 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.06 7-12 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.47 Horz(CT) -0.01 6 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -MP Weight: 37 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD 5-7-14 oc bracing. REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=425(LC 5) Max Uplift 1=-1006(LC 5), 6=-905(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=-950/1222, 3-6=-240/334 BOT CHORD 1-7=-1482/960, 6-7=-1482/960 WEBS 2-6=-1024/1580 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 Corner(3) -0-0-6 to 4-5-4, Exterior(2R) 4-5-4 to 8-6-10; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,, 1 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific U N V to the use of this truss component. 3) Plates checked for a or minus 0 degree rotation about its center. `0. OP • <� plus 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. , •' �� C'•E N S�c'•� psf 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 `� oo will fit between the bottom chord and any other members. No 68182 6) Refer to girder(s) for truss to truss connections. * �• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1006 lb uplift at joint 1 and 905 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 S ( F : 4-2-15, 316 lb down and 237 lb up at 4-2-15, and 387 lb down and 356 lb up at 7-0-14, and 387 lb down and 356 lb up at 7-0-14 on O�•, 4 top chord, and 54Ib down and 235 lb up at 1-4-15, 54Ib down and 235 lb up at 1-4-15, 28Ib down and 39 lb up at 4-2-15, 28Ib ,�'.•/4`' O'- �� down and 39 lb up at 4-2-15, and 50 lb down and 50 lb up at 7-0-14, and 50 lb down and 50 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. R \ \�`. i� SS • • • • • • • • �C 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� 11� N A; �� LOAD CASE(S) Standard Joaquin Velez PE No.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cert 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-3=-64, 3-4=-24, 5-8=-16 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 T23416901 J40925 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 04:49:28 2021 Page 2 I D:BfE2eYtRJuxkv2kxE7pliTy69Kz-7Jl7ma6EUcuf01Uw8HTol?pjmhr8YBXczHew34zVBdL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-29(F=-14, B=-14) 13=-106(F=-53, B=-53) 14=-108(F=-54, B=-54) 15=-69(F=-34, B=-34) 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 CO n o Z 3 W r * Cl) cnm cn� m � r ov_ OD ,H D m D : m D ,<�`o z X X m `° m a o c W p m c. m 0 p" 0 ca, ��,g 6 g -" 61 L"i 0 C.) 7 p 0 7 O N U! n 7� O N O 0 SpG�n�� p _�� m y °c sa Z �o'2,-I A 0 m CD -a �t rn Dpo C) Z gym° ° O (On a 3 o-aa ° CL m 0 O ° v, fl CD c �' M� u� cQ °j O a--6 3 N D n3CD ° cc -D) aCD 0 ° v"a»m r s� (D a -' Cl) m A m° a� CD -a a C �o 33'n mosvD a v a cn O COM 6'm Mc3�m�°°ram ET CD N�6NvCo CDW L ocoC 0p m C �� cn. oo 0Da- N'3aDZ != 5-0�ao n�o 6 �v �_cP N o 0 3 v� (n 0 3 fD' ° m m s a D ° co v m a N s ID m' m n _ � a Q° p N N N N 7 C 0 o N(D S F 0 3 o a, 3 (D C N O_ C) (D (�. O 3'3 m �n 0 �,� a C° o'er p 0 °am O n m m y a X Z (O r. (D �. 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