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Home My WebLink AboutApproved Shop Drawings- Bldg DOOKS CONSTRUCTION 2211 South Kanner Highway Stuart FL34984 772419-8828 License: C00061a|r To: n2 architecture + design 2081 SE Ocean Blvd. Suite 1A Attached please find the submittals for: RUTMIT. in Submittal: 03000-008 Truss Revision 2 Submittal Date: 04/16/2021 Project: 914 Baron Island Storage 9583S.Ocean Drive Jensen Beach FL34&5Y Q4/23/2021 1119TITINNITINNUMFINT-Wre MIN 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. tip'' Q w w Q �y`'� KNEEWALL TO 241 -011 U N N U N N Indicates Left End Of Truss On La out & Engineering Sheets 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. W CITY/COUNTY:Jensen Beach/Martin U7 Q JOB # J40923 5 JOB # MODEL:Building D SQ FT 4914 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 N 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: 25.00 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 4- 6- J Q Z_ LL n W C- G Q U) V) U) W I Z U) W U) U) D ry W (1] O W U) D O Z 0 U J Q i 0 0� Ir— TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) . Designed By: SB 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. KNEEWALL TO 24'-0"A7 N Indicates Lef t End Of Truss On La out & Engineering Sheets TRUSS PLACEMENT PLAN -I—+ (Al G LLJ 23 ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECT N O N BEAST COAST TRUSS O 5285 ST. LUCIE BLVD. FT. PI]ERCL FL 34946 OFFICE: (772) 466-2480 FAX: (772)466-5336 ^� I - CUSTOMER: Benchmark III Corporation JOB NAME: Baron Island Storage ADDRESS:9500 South Ocean Dr. CITY/COUNTY:Jensen Beach/Martin JOB # J40923 JOB # MODEL:Building D SQ FT 4914 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 NOTE: A By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan i 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 I drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and J labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL W CODE = FBC 2020/TP12014 ASCE 7-16 w DESIGN CRITERIA = C&C C OCCUPANCY CATEGORY= II G EXPOSURE = D Q MWF SPEED =165 BUILDING TYPE =ENCLOSED U) MEAN HEIGHT: 25.00 901 GRAVITY LOADS (/) W J Z ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL w 20.0,12.0, 0.0, 8.0 U) LOADS PER FBC & FRC *NON U) -CONCURRENT BC LL 10psf D CONCURRENT BC STORAGE LL 30 psf I1J Cl) DEFINITIONS MWF = MAIN WIND FORCE Q C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING W TC = TOP CHORD BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS O UPLIFT MUST BY-PASS FLOOR TRUSSES z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ALL GIRDER/COLUMN LOADS MUST 0 BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ?X6 STRONG BACK BRACING, 10'-0" O.C., IS >— RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20'-0" OR MORE L1 AUTION: SPANS GREATER THAN 30'-0" O 1UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 O J /3 IN LENGTH AS THE SPAN OF THE TRUSS a EING SET. / EFER TO BCI-B1 FOR COMPLETE O RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER O� NOTE: TRUSSES DO NOT 0— SUPPORT ANY PLANT SHELVES -.0410 1. 3-22-2021 Revise Loading SB N 2. 4-1-2021 Revise Dbl. Truss To Single Truss Over Unit Separation Wall SB O 4- N 5- 6- (1/4" 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: J40923 - Baron Island Storage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, R- 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: ASCE 7-16 Wind Speed: 165 mph Roof Load: 42.0 psf Floor Load: N/A psf This package includes 34 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 T23418376 B08GE 4/2/21 2 T23418377 B10 4/2/21 3 T23418378 B12 4/2/21 4 T23418379 B14G 4/2/21 5 T23418380 B21 4/2/21 6 T23418381 B22 4/2/21 7 T23418382 B23 4/2/21 8 T23418383 B24G 4/2/21 9 T23418384 B25 4/2/21 10 T23418385 B26 4/2/21 11 T23418386 B27G 4/2/21 12 T23418387 C01 4/2/21 13 T23418388 C04GE 4/2/21 14 T23418389 C08 4/2/21 15 T23418390 C09 4/2/21 16 T23418391 C10GE 4/2/21 17 T23418392 D01 G 4/2/21 18 T23418393 MV2 4/2/21 19 T23418394 MV4 4/2/21 20 T23418395 V4 4/2/21 21 T23418396 V5 4/2/21 22 T23418397 ZCJ 1 4/2/21 No. Seal# Truss Name Date 23 T23418398 ZCJ 1 A 4/2/21 24 T23418399 ZCJ3 4/2/21 25 T23418400 ZCJ5 4/2/21 26 T23418401 ZEJ2 4/2/21 27 T23418402 ZEJ6 4/2/21 28 T23418403 ZEJ6A 4/2/21 29 T23418404 ZEJ6B 4/2/21 30 T23418405 ZEJ6C 4/2/21 31 T23418406 ZEJ6D 4/2/21 32 T23418407 ZEJ6G 4/2/21 33 T23418408 ZHJ2 4/2/21 34 T23418409 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: Reviewed 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. oPp.UIN V-'4 68182 ��• :X ��•• STATE OF •,�S'S1ONA� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 Reviewed 1 of 1 Job Truss Truss Type Qty Ply Baron Island Storage T23418376 J40923 B08GE GABLE 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:12 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-xY65AgM 18fzgoM 1 Ck5B_VbbAnwgMg2dbmjbpWozV98D 6-3-13 12-2-1 18-3-9 24-1-13 30-5-10 6-3-13 5-10-4 6-1-8 5-10-4 6-3-13 3x4 = 4x8 = 1x4 I 1x4 4x6 = 1x4 3 1x411 60 61 4 1x4 11 1x4 II 1x4 II 12 1x4 II 1x4 II 11 10 1x4 h 1x4 II 1x4 II 9 8 1x4 II 71x4 II 1x4 II 1x4 II 1 x4 11 5x5 = 3x4 = 1x4 11 3x8 = 5x5 = 1x4 II 1x4 II Scale = 1:51.7 3x4 = 0- -13 6-3-13 12-2-1 18-3-9 24-1-13 30-2-13 30 10 0- - 3 6-1-0 5-10-4 6-1-8 5-10-4 6-1-0 0- - 3 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-2-8,0-3-0], [11:0-2-8,0-3-0], [21:0-1-13,0-0-8], [23:0-1-13,0-0-81, [40:0-1-13,0-0-8], [43:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.19 9-10 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.10 6 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 222 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, 6=0-8-0 Max Horz 1=9(LC 5) Max Uplift 1=-947(LC 4), 6=-947(LC 5) Max Grav 1=1509(LC 9), 6=1509(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3167/1965, 2-3=-2452/1618, 3-4=-2250/1593, 4-5=-2453/1618, 5-6=-3166/1965 BOT CHORD 1-12=-1703/2832, 10-12=-1703/2832, 9-10=-1174/2103, 7-9=-1695/2832, 6-7=-1695/2832 WEBS 2-10=-815/588, 3-10=-190/436, 4-9=-201/436, 5-9=-815/588 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 12-2-1, Exterior(2R) 12-2-1 to 16-5-13, Interior(1) 16-5-13 to 18-3-9, 18-3-9 111111111it, Exterior(2R) to 22-7-5, Interior(1) 22-7-5 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 QU N V� 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 ,`♦� ♦♦ OQ Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. `♦♦ , , •' � G•E�N ,•• 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F•• to the use of this truss component. N O 68182 5) Provide adequate drainage to prevent water ponding. • •: 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. D : : x Z 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 �:•' S T O F : 4 will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ��'�c•' ;c� 1=947, �i `' R •w\� 6=947. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ...... • I1S�O `�♦♦♦ 11/1111111110% 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 T23418377 J40923 B10 Hip 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, i 5-3-13 , 10-2-1 5-3-13 4-104 4x8 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:13 2021 Page 1 ID:tMK13AP75xn hOVS_QHgt3y67gl-QlgTNANwvy5XQWbOlpiD2p8N4KOEPasl?MLN2EzV98C 15-2-13 20-3-9 25-1-13 30-5-10 5-0-12 5-0-12 4-10-4 5-3-13 1x4 II 21 4 22 4x8 = 12 11 10 9 8 3x4 = 1x4 II 5x6 = 3x8 = 5x6 = 1x4 II Scale = 1:51.7 3x4 = 0- -13 5-3 103 10-2-1 15-2-13 2%3-9 25-1-13 30-2-13 30 10 0- - 3 5-1-0 4- N 5-0-12 5-0-12 4-10 4 5-1-0 0- - 3 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [9:0-1-12,0-3-0], [11:0-1-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.22 10 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.29 9-10 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(CT) 0.10 7 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 152 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, 7=0-8-0 Max Horz 1=9(LC 5) Max Uplift 1=-946(LC 4), 7=-946(LC 5) Max Grav 1=1509(LC 9), 7=1509(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3217/1996, 2-3=-2695/1738, 3-4=-2750/1848, 4-5=-2750/1848, 5-6=-2695/1737, 6-7=-3217/1996 BOT CHORD 1-12=-1748/2889, 11-12=-1748/2889, 10-11=-1318/2327, 9-10=-1309/2327, 8-9=-1739/2889, 7-8=-1739/2889 WEBS 2-11=-610/471, 3-11=-173/365, 3-10=-248/438, 4-10=-438/369, 5-10=-248/438, 5-9=-173/365, 6-9=-610/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,/11111111111� 1/,, 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. II; Exp D; Encl., QU IN VF GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-2-1, Exterior(2R) 10-2-1 to 14-5-13, Interior(1) 14-5-13 to 20-3-9, ,`%% `� OP I, "ice Exterior(2R) 20-3-9 to 24-7-5, Interior(1) 24-7-5 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 •�� `�� , , •' G•E•N S .� �• 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` •' F to the use of this truss component. No 68182 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 fl : : x Z will fit between the bottom chord and any other members. i -13 ', S Fr 0 F .' 441 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=946, 7=946. Q ��'�c�' ;C� p;•' 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. `� �, `' O R 1 , •' ,• 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 T23418378 J40923 B12 Hip 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, MST M 6 3x4 = 4-3-13 8-2-1 5.00 12 4x8 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:14 2021 Page 1 ID:tMK13AP75xn_hOVS QHgt3y67gl-uxEsbWOYgGDN2gAbrWDSaOhUEkKo8zOuEO4wahzV98B 15-2-13 22-3-9 26-1-13 30-5-10 7-0-12 7-0-12 3-10-4 4-3-13 20 5x5 = 21 4x8 = 12 10 - 6 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = Scale = 1:51.7 3x4 = 0- -13 8-2-1 15-2-13 22-3-9 30-2-13 30 10 0- - 3 7-11-4 7-0-12 7-0-12 7-11-4 0- - 3 Plate Offsets (X,Y)--[3:0-54,0-2-0],[4:0-2-8,0-3-4],[5:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.27 10 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.37 10-12 >984 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.10 7 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 142 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, 7=0-8-0 Max Horz 1=7(LC 5) Max Uplift 1=-944(LC 4), 7=-944(LC 5) Max Grav 1=1509(LC 9), 7=1509(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3241/2043, 2-3=-2906/1827, 3-4=-3436/2211, 4-5=-3436/2211, 5-6=-2906/1827, 6-7=-3241/2043 BOT CHORD 1-12=-1798/2922, 10-12=-1459/2590, 8-10=-1466/2590, 7-8=-1792/2922 WEBS 2-12=-374/376, 3-12=-76/335, 3-10=-519/835, 4-10=-644/523, 5-10=-519/835, 5-8=-76/335, 6-8=-374/376 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=25ft; Cat. II; Exp D; Encl., /1111 11111 j 1 GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 8-2-1, Exterior(2R) 8-2-1 to 12-5-13, Interior(1) 12-5-13 to 22-3-9, %%%%,CIO IN VF /,� Exterior(21R22-3-9 to 26-4-1, Interior(1) 26-4-1 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 `�S) �, OP • �i� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •�� `�� , , •' G•E•N S to the use of this truss component. ` •� F��• 4) Provide adequate drainage to prevent water ponding. No 68182 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. fl : : x Z 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �• S T OF .' 441 1=944, 7=944. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. p • . *. /9C' ff R ',fill E1111"o 1111111 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 T23418379 J40923 B14G Hip Girder 3 Job Reference (optional) rest coast I russ, ri. rlerce, rL - 34e40, t5.4bU s mar zz zuz I mi I eK mausur es, Inc. I nu Apr 1 u r:SJ: to zuz'I rage '1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-M7nEosOARaLEfglnPEkh7EDdi7ehtSY2SggT77zV98A 3-3-5 15-2-13 19-8-13 24-4-28 1 2792-25 1 30-5-10 3-3 4-6-0 4-6-0 4-7-12--3-3-5 Special Special 4xB M18SHS — 3x4 = Special Special 5.00 12 Special Special 4x8 M18SHS = 1x4 11 3 26 27 4 5 28 6 29 Special Special 3x4 = Special 30 7 31 32 4x8 M18SHS = 8 Scale = 1:51.1 16 if 34 35 lb 36 37 16 14 38 39 13 40 41 lz 11 3x8 = 2x4 11 3x4 = Special 3x4 = Special Special 6x6 = Special 3x4 = Special 3x4 = 2x4 II 3x8 = HJC26 Special 3x8 = Special HJC26 Special Special 0-?i3 3-3-5 6-1-2 10-8-13 15-2-13 19-8-13 24-4-8 27-2-5 30-2-13 30-5r10 0-2-i3 3-0-8 2-9-12 4-7-12 4-6-0 4-6-0 4-7-12 2-9-12 3-0-8 0- 3 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [5:0-4-0,Edge], [8:0-5-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.78 15 >470 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.62 15 >588 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) -0.14 10 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 350 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=-7(LC 4) Max Uplift 1=-3319(LC 4), 10=-3323(LC 5) Max Grav 1=3466(LC 19), 10=3468(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-10 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=-8115/7866, 2-3=-8241/8127, 3-4=-10373/10296, 4-6=-11321/11257, 6-7=-11321/11257, 7-8=-10381/10309, 8-9=-8247/8137, 9-10=-8121/7875 BOT CHORD 1-18=-7176/7433, 17-18=-7176/7433, 16-17=-7406/7613, 15-16=-10065/10299, 13-15=-10086/10307, 12-13=-7412/7619, 11-12=-7178/7438, 10-11=-7178/7438 WEBS 2-18=-249/311, 2-17=-704/669, 3-17=-1225/1257, 3-16=-3054/3072, 4-16=-1318/1486, 4-15=-1123/1094, 6-15=-843/1063, 7-15=-1107/1084, 7-13=-1320/1488, 8-13=-3058/3075, 8-12=-1225/1257, 9-12=-706/670, 9-11=-249/311 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-3-5, Interior(1) 3-3-5 to 6-1-1, Exterior(2R) 6-1-1 to 10-4-14, Interior(1) 10-4-14 to 24-4-9, Exterior(2R) 24-4-9 to 28-8-5, Interior(1) 28-8-5 to 30-6-1; 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. 10) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=3319,10=3323. ,,,,��►IIIIIIII�I,, I N VF< No 68182 •XZ TE OF ' /4/ i 441 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 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 T23418379 J40923 B14G Hip Girder 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:15 2021 Page 2 I D:tMK13AP75xn_hOVS_QHgt3y67gl-M7nEosOARaLEfglnPEkh7EDdi7ehtSY2SggT77zV98A NOTES- 12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 18-2-11 oc max. starting at 6-1-8 from the left end to 24-4-2 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) 298 lb down and 381 lb up at 8-1-14, 292 lb down and 381 lb up at 10-1-14, 282 lb down and 381 lb up at 12-1-14, 282 lb down and 381 lb up at 14-1-14, 282 lb down and 381 lb up at 15-2-13, 282 lb down and 381 lb up at 16-3-12, 282 lb down and 381 lb up at 18-3-12, and 292 lb down and 381 lb up at 20-3-12, and 298 lb down and 381 lb up at 22-3-12 on top chord, and 64 lb down and 41 lb up at 8-1-14, 64 lb down and 41 lb up at 10-1-14, 64 lb down and 41 lb up at 12-1-14, 64 lb down and 41 lb up at 14-1-14, 64 lb down and 41 lb up at 15-2-13, 64 lb down and 41 lb up at 16-3-12, 64 lb down and 41 lb up at 18-3-12, and 64 lb down and 41 lb up at 20-3-12, and 64 lb down and 41 lb up at 22-3-12 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, 3-8=-64, 8-10=-64, 19-22=-16 Concentrated Loads (lb) Vert: 5=-1 12(B) 17=-707(B) 15=-50(B) 6=-1 12(B) 12=-707(B) 26=-1 12(B) 27=-1 12(B) 28=-1 12(B) 29=-1 12(B) 30=-1 12(B) 31=-1 12(B) 32=-1 12(B) 34=-50(B) 35=-50(B) 36=-50(B) 37=-50(B) 38=-50(B) 39=-50(B) 40=-50(B) 41 =-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 T23418380 J40923 B21 ATTIC 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:16 2021 Page 1 ID:tMK13AP75xn hOVS_QHgt3y67gl-gKLc?CPpCtT5H_KzzxFwgRmsCX_gcgXBhKZ1fZzV989 12-11-9 19-4-9 5-11-11 11-1-1 112-2-7i 15-2-13 17-6-1 16-3-� 24-5-15 30-5-10 5-11-11 5-1-6 1-1-6 -9-2 2-3-4 2-3-4 -9-2 1-1-6 5-1-6 5-11-11 Scale = 1:52.1 4x6 — 3x6 — 1 x4 11 5x6 W B — 3x4 — 1 x4 11 3x6 = 3x4 = 5x6 WB = 0- -13 5-11-11 11-1-1 19-4-9 24-5-15 30-2-13 30- 10 0- - 3 5-8-14 5-1-6 8-3-8 5-1-6 5-8-14 0- -13 Plate Offsets (X,Y)-- [2:0-2-8,0-3-0],[8:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.49 10-12 >751 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.80 12-13 >458 240 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.10 9 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Attic -0.38 12-13 258 360 Weight: 143 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 2-5,5-8: 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* JOINTS 1 Brace at Jt(s): 16 11-14: 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=20(LC 5) Max Uplift 1=-810(LC 4), 9=-810(LC 5) Max Grav 1=1853(LC 10), 9=1853(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4040/1643, 2-3=-3421/1292, 3-4=-3018/1232, 4-5=-175/317, 5-6=-175/317, 6-7=-3018/1232, 7-8=-3421/1292, 8-9=-4040/1643 BOT CHORD 1-15=-1394/3648, 13-15=-1395/3648, 12-13=-851/2945, 10-12=-1388/3648, 9-10=-1387/3648 WEBS 7-12=-194/775, 8-12=-794/614, 3-13=-194/775, 2-13=-795/614, 4-16=-3508/1510, 6-16=-3508/1510 ,IIIIIIIIIIIII�' V NOTES- `,,�OP(�UIN ' 1) Unbalanced roof live loads have been considered for this design. `�� , , • G•E•N 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp D; Encl., ` •• F•'• GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 15-2-13, Exterior(2R) 15-2-13 to 18-3-7, Interior(1) 18-3-7 to 30-6-1; No 68182 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, 15-2-13 from left end, supported at two points, 3-0-0 apart. fl : : x Z 5) Plates checked for a plus or minus 0 degree rotation about its center. O'•• S T O F441 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 Al R • will fit between the bottom chord and any other members. �� `` • • • • • �? ,i'SSA� 8) Ceiling dead oad (5.0 pso on 9) Bottom chord live load (30.0 psf) ndeaddit additional bottom cho d dead load (5.0 psf) applied only to room. 12-13 �� 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=810, 9=810. 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 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 T23418381 J40923 B22 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:17 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-I Wv_DYQRzBbyv7v9Xfm9CfJ 1 fxKuLljKw_JaB?zV988 12-11-9 18-3-3 5-9-5 11-1-1 12-2-7 14-2-1 16-3-9 17-6-1 19-4-9 24-8-5 30-5-10 5-9-5 5-3-12 1-1-6 -9- 1-2-8 2-1-8 1-2-8 -9- 1-1-6 5-3-12 5-9-5 3x6 = 4x4 3x8 = 6 4x4 = 3x8 = 18 16 15 13 1x4 II 5x6 WB= 3x4 = 3x4 = 1x4 II 5x6 WB = Scale = 1:53.8 12 M IA 6 3x6 = 0-?�-13 i 11-1-1 i 19-4-9 24-8-5 30-2-13 30�10 0-2-13 5-6-8 5-3-12 8-3-8 5-3-12 5-6-8 0-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.49 16-18 >745 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.80 15-16 >457 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.10 12 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.38 15-16 260 360 Weight: 143 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,7-10: 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 2 Rows at 1/3 pts 5-8 14-17: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 12=0-8-0 Max Horz 1=9(LC 5) Max Uplift 1=-808(LC 4), 12=-808(LC 5) Max Grav 1=1853(LC 10), 12=1853(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4057/1649, 2-4=-3424/1285, 4-5=-3027/1231, 5-6=-277/488, 6-7=-312/596, 7-8=-277/488, 8-9=-3027/1231, 9-11=-3424/1285, 11-12=-4057/1649 BOT CHORD 1-1 8=-1 422/3669, 16-18=-1422/3669, 15-16=-853/2954, 13-15=-1414/3669, 12-13=-1414/3669 WEBS 2-16=-790/630, 4-16=-176/745, 5-19=-3746/1645, 19-20=-3721/1650, 8-20=-3746/1645, 9-15=-176/745, 11-15=-790/630 ,,1►IIIIIIIIIII Ebalanced N V F�� iJ* I ) U roof live loads have been considered for this design. `,,�OPQU 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp D; Encl., , ,•'� G•E•N GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 14-2-1, Exterior(2E) 14-2-1 to 16-3-9, Exterior(2R) 16-3-9 to 20-7-5, `�� •' F••• Interior(1) 20-7-5 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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, 15-2-13 from left end, supported at two points, 3-0-0 apart. — 5) Provide adequate drainage to prevent water ponding. fl : : x Z 6) Plates checked for a plus or minus 0 degree rotation about its center. O'•• ST O F : 4 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 Al R will fit between the bottom chord and any other members. �� `` • • • • l,? ) Ceiling dead 10) additional cn Bottom chord lives ad (30.0 psf) and bottom chord de dead (5.0 psf) applied only to room. 15-16A� �� 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=808, 12=808. Joaquin Velez PE No.68182 12) 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 13) 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 T23418382 J40923 B23 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:18 2021 Page 1 ID:tMK13AP75xn hOVS_QHgt3y67gl-miTMQuR3kVjpXHUM4MHOIsrBOLeY4g7U8e28jSzV987 12-2-14 18-11-12 5-9-5 11-1-1 11r5-i14 1Q-8r3 17-9-7 18 2-12 1y-4r9 24-8-5 30-5-10 5-9-5 5-3-12 0-4- 3 -5- 5-1-4 -5- 0-4- 3 5-3-12 5-9-5 0-9-0 0-9-0 Scale = 1:52.5 3x6 = 4x8 M18SHS = 5.00 12 3x8 11 4 25 4x8 M18SHS = 3x8 11 26 6 7 16 .- 14 13 ._ 11 1x4 11 3x8 M18SHS = 3x4 3x4 — 1x4 II 3x8 M18SHS = 3x6 = 0-$-13 5-9-5 11-1-1 19-4-9 24-8-5 30-2-13 30-�5r10 0-2-h3 5-6-8 i 5-3-12 8-3-8 5-3-12 5-6-8 0-2-13_ Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-4-6,0-0-0], [6:0-4-6,0-0-0], [8:0-3-0,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 0.69 Vert(LL) -0.41 13-14 >904 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.70 13-14 >523 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(CT) 0.14 10 n/a n/a BCDL 8.0 Code FBC2020/TP12014 Matrix -AS Attic -0.27 13-14 365 360 Weight: 145 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* 12-15: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=8(LC 5) Max Uplift 1=-894(LC 4), 10=-894(LC 5) Max Grav 1=2264(LC 10), 10=2264(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5032/1857, 2-4=-4510/1511, 4-5=-4132/1456, 5-6=-4133/1492, 6-7=-4132/1456, 7-9=-4510/1511,9-10=-5032/1857 BOT CHORD 1-16=-1611/4554, 14-16=-1611/4554, 13-14=-1076/3988, 11-13=-1603/4554, 10-11=-1603/4554 WEBS 2-14=-627/591, 4-14=-158/660, 7-13=-158/660, 9-13=-627/591 NOTES- 1) for ,,VI1111111114 10,e Unbalanced roof live loads have been considered this design. �� Qv N VF 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) to 3-0-3, Interior(1) 3-0-3 to 12-2-14, Exterior(2R) 12-2-14 16-6-11, Interior(1) 16-6-11 to •I� , eo -0-0-7 to `�� ,•' G•E•N S F•'• 18-2-12, Exterior(2R) 18-2-12 to 22-6-8, Interior(1) 22-6-8 to 30-6-1; 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 = * :• No 68182 •�. to the use of this truss component. 4) 150.01b AC unit load placed on the top chord, 15-2-13 from left end, supported at two points, 3-0-0 apart. _ — 5) Provide adequate drainage to prevent water ponding. 'D 6) All plates are MT20 plates unless otherwise indicated. ;• S T OF : 4 7) Plates checked for a plus or minus 0 degree rotation about its center.441 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O ��'<\C•�' ;C� p;•' * for ��`` O R ��`� 9) This truss has been designed a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . �I;SS� • • will fit between the bottom chord and any other members. 10) Ceiling dead load 4-5, 5-6, 6-7` �\ �% (5.0 psf) on member(s). 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (3.0 psf) applied only to room. 13-14 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 1=894, 10=894. MiTek USA, Inc. FL Cert 6634 13) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 has/have been modified. Building designer must review loads to verify 6904 Parke East Blvd. Tampa FL 33610 that they are correct for the intended use of this truss. Date: 14) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 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 T23418382 J40923 B23 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:18 2021 Page 2 I D:tMK13AP75xn_hOVS_QHgt3y67gl-miTMQuR3kVjpXHU M4MHOIsrBOLeY4g7U8e28jSzV987 NOTES- 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 427 lb down and 61 lb up at 12-2-14, and 427 lb down and 61 lb up at 18-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-64, 4-5=-74, 5-6=-74, 6-7=-74, 7-10=-64, 14-17=-16, 13-14=-22, 13-20=-16 Concentrated Loads (lb) Vert: 5=-282 6=-282 25=-75 26=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-64, 5-6=-64, 6-7=-64, 7-10=-54, 14-17=-16, 13-14=-67, 13-20=-16 Concentrated Loads (lb) Vert: 5=-362 6=-362 25=-75 26=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-34, 6-7=-34, 7-10=-24, 14-17=-36, 13-14=-22, 13-20=-36 Concentrated Loads (lb) Vert: 5=-237 6=-237 25=-75 26=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-23=80, 4-23=64, 4-5=58, 5-26=74, 6-26=58, 6-7=74, 7-27=80, 10-27=64, 14-17=-10, 13-14=-13, 13-20=-10 Horz: 1-23=-94, 5-23=-78, 6-27=94, 10-27=78 Concentrated Loads (lb) Vert: 5=61 6=61 25=-75 26=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-24=64, 4-24=80, 4-5=74, 5-25=58, 6-25=74, 6-7=58, 7-28=64, 10-28=80, 14-17=-10, 13-14=-13, 13-20=-10 Horz: 1-24=-78, 5-24=-94, 6-28=78, 10-28=94 Concentrated Loads (lb) Vert: 5=61 6=61 25=-75 26=-75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-62, 4-5=-72, 5-6=-72, 6-7=-72, 7-10=-62, 14-17=-16, 13-14=-22, 13-20=-16 Horz: 1-5=38, 6-10=-38 Concentrated Loads (lb) Vert: 5=-278 6=-278 25=-75 26=-75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-62, 4-5=-72, 5-6=-72, 6-7=-72, 7-10=-62, 14-17=-16, 13-14=-22, 13-20=-16 Horz: 1-5=38, 6-10=-38 Concentrated Loads (lb) Vert: 5=-278 6=-278 25=-75 26=-75 8) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-34, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-82, 13-20=-16 Concentrated Loads (lb) Vert: 5=-328 6=-328 25=-75 26=-75 9) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-34, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-82, 13-20=-16 Concentrated Loads (lb) Vert: 5=-328 6=-328 25=-75 26=-75 10) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-83, 4-5=-93, 5-6=-93, 6-7=-93, 7-10=-83, 14-17=-16, 13-14=-67, 13-20=-16 Horz: 1-5=29, 6-10=-29 Concentrated Loads (lb) Vert: 5=427 6=-427 25=-75 26=-75 11) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 C-C Wind (Neg. Int) Case 2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-83, 4-5=-93, 5-6=-93, 6-7=-93, 7-10=-83, 14-17=-16, 13-14=-67, 13-20=-16 Horz: 1-5=29, 6-10=-29 Concentrated Loads (lb) Vert: 5=427 6=427 25=-75 26=-75 12) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-64, 4-5=-74, 5-6=-74, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-22, 13-20=-16 Concentrated Loads (lb) Vert: 5=-282 6=-282 25=-75 26=-75 13) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-74, 6-7=-74, 7-10=-64, 14-17=-16, 13-14=-22, 13-20=-16 Concentrated Loads (lb) Vert: 5=-282 6=-282 25=-75 26=-75 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 T23418382 J40923 B23 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:18 2021 Page 3 I D:tMK13AP75xn_hOVS_QHgt3y67gl-miTMQuR3kVjpXHU M4MHOIsrBOLeY4g7U8e28jSzV987 LOAD CASE(S) Standard 14) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-64, 5-6=-64, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-67, 13-20=-16 Concentrated Loads (Ib) Vert: 5=-362 6=-362 25=-75 26=-75 15) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-64, 6-7=-64, 7-10=-54, 14-17=-16, 13-14=-67, 13-20=-16 Concentrated Loads (lb) Vert: 5=-362 6=-362 25=-75 26=-75 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 T23418383 J40923 B24G ATTIC 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:19 2021 Page 1 ID:tMK13AP75xn hOVS_QHgt3y67gl-EvlleEShVorg8R3Ye3pdH4OLvl4kpM3dNlohGuzV986 12-2-15 18-11-12 12-2-13 18-2-13 5-9-5 11-1-1 11 5-14 1 -8 3 17-9-7 18 2-11 1 -4 9 24-8-5 30-5-10 5-9-5 5-3-12 0-4- 3 0- -2 5-1-4 -5 0-4- 3 5-3-12 5-9-5 Scale = 1:52.5 0-8-155-4 0-0-2 0-8-15 3x6 = 5.00 12 2x4 11 4 4x6 = 5 25 26 27 4x6 = 2x4 28 29 30 6 7 16 .- 14 13 .- 11 1x4 11 5x6 WB = 3x4 3x4 = 1 x4 11 5x6 WB = 3x6 = 10 V IM 6 0- -13 5-9-5 11-1-1 19-4-9 24-8-5 30-2-13 30- 10 0- - 3 5-6-8 5-3-12 8-3-8 5-3-12 5-6-8 0- - 3 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-3-0,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 0.74 Vert(LL) -0.24 13-14 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.41 13-14 >889 240 BCLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(CT) 0.10 10 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.13 13-14 762 360 Weight: 296 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=7(LC 5) Max Uplift 1=-1335(LC 4), 10=-1335(LC 5) Max Grav 1=3340(LC 10), 10=3340(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7652/2935, 2-4=-7364/2673, 4-5=-7034/2643, 5-6=-6827/2586, 6-7=-7034/2643, 7-9=-7364/2673, 9-10=-7652/2935 BOT CHORD 1-16=-2599/6958, 14-16=-2599/6958, 13-14=-2170/6681, 11-13=-2591/6958, 10-11=-2591/6958 WEBS 2-14=-431/475, 4-14=-102/559, 7-13=-102/559, 9-13=-431/475 NOTES- 10d "x3") follows: %011111111//11 1) 2-ply truss to be connected together with (0.131 nails as Qv INVF Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom follows: 2x4 1 0-9-0 ``� OQ •�� e , chords connected as - row at oc. ,•' G•E•N S `� o Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. •• F••• 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 No 68182 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=25ft; Cat. II; Exp D; Encl., — GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 12-3-8, Exterior(2R) 12-3-8 to 16-7-4, Interior(1) 16-7-4 to 18-2-2, x Z Exterior(2R) 18-2-2 to 22-5-14, Interior(1) 22-5-14 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip - �• S 0 F .' //J z DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -'0- 44/ ��'�C•�' A'• •• to the use of this truss component. ��`' , R • I ,S� 6) 150.01b AC unit load placed on the top chord, 15-2-13 from left end, supported at two points, 3-0-0 apart. ON AL 7) Provide adequate drainage to prevent water ponding. ,'11, 11 11111,, 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. Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 11) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 6-7 Date: 12) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 April 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 T23418383 J40923 B24G ATTIC 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:19 2021 Page 2 I D:tM K13AP75xn_hOVS_QHgt3y67gl-Evl IeEShVorg8R3Ye3pdH4OLvl4kpM3d N IohGuzV986 NOTES- 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1335, 10=1335. 14) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 15) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down and 217 lb up at 12-3-8, 440 lb down and 217 lb up at 18-2-2, 97 lb down and 48 lb up at 13-1-1, 97 lb down and 48 lb up at 17-4-9, and 802 lb down and 395 lb up at 14-3-9, and 802 lb down and 395 lb up at 16-2-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-64, 4-5=-74, 5-6=-124, 6-7=-74, 7-10=-64, 14-17=-16, 13-14=-26, 13-20=-16 Concentrated Loads (lb) Vert: 5=-245 6=-245 25=-54 26=-75 27=446 28=446 29=-75 30=-54 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-64, 5-6=-114, 6-7=-64, 7-10=-54, 14-17=-16, 13-14=-71, 13-20=-16 Concentrated Loads (lb) Vert: 5=-352 6=-352 25=-78 26=-75 27=-641 28=-641 29=-75 30=-78 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-84, 6-7=-34, 7-10=-24, 14-17=-36, 13-14=-26, 13-20=-36 Concentrated Loads (lb) Vert: 5=-184 6=-184 25=-41 26=-75 27=-335 28=-335 29=-75 30=-41 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-23=80, 4-23=64, 4-5=58, 5-29=24, 6-29=8, 6-7=74, 7-31=80, 10-31=64, 14-17=-10, 13-14=-16, 13-20=-10 Horz: 1-23=-94, 5-23=-78, 6-31=94, 10-31=78 Concentrated Loads (lb) Vert: 5=217 6=217 25=48 26=-75 27=395 28=395 29=-75 30=48 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-24=64, 4-24=80, 4-5=74, 5-26=8, 6-26=24, 6-7=58, 7-32=64, 10-32=80, 14-17=-10, 13-14=-16, 13-20=-10 Horz: 1-24=-78, 5-24=-94, 6-32=78, 10-32=94 Concentrated Loads (lb) Vert: 5=217 6=217 25=48 26=-75 27=395 28=395 29=-75 30=48 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-62, 4-5=-72, 5-6=-122, 6-7=-72, 7-10=-62, 14-17=-16, 13-14=-26, 13-20=-16 Horz: 1-5=38, 6-10=-38 Concentrated Loads (lb) Vert: 5=-240 6=-240 25=-53 26=-75 27=437 28=437 29=-75 30=-53 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-62, 4-5=-72, 5-6=-122, 6-7=-72, 7-10=-62, 14-17=-16, 13-14=-26, 13-20=-16 Horz: 1-5=38, 6-10=-38 Concentrated Loads (lb) Vert: 5=-240 6=-240 25=-53 26=-75 27=437 28=437 29=-75 30=-53 8) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-84, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-86, 13-20=-16 Concentrated Loads (lb) Vert: 5=-306 6=-306 25=-68 26=-75 27=-558 28=-558 29=-75 30=-68 9) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-84, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-86, 13-20=-16 Concentrated Loads (lb) Vert: 5=-306 6=-306 25=-68 26=-75 27=-558 28=-558 29=-75 30=-68 10) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-83, 4-5=-93, 5-6=-143, 6-7=-93, 7-10=-83, 14-17=-16, 13-14=-71, 13-20=-16 Horz: 1-5=29, 6-10=-29 Concentrated Loads (lb) Vert: 5=-440 6=-440 25=-97 26=-75 27=-802 28=-802 29=-75 30=-97 11) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 C-C Wind (Neg. Int) Case 2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-83, 4-5=-93, 5-6=-143, 6-7=-93, 7-10=-83, 14-17=-16, 13-14=-71, 13-20=-16 Horz: 1-5=29, 6-10=-29 Concentrated Loads (lb) Vert: 5=440 6=-440 25=-97 26=-75 27=-802 28=-802 29=-75 30=-97 12) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-64, 4-5=-74, 5-6=-124, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-26, 13-20=-16 Concentrated Loads (lb) Vert: 5=-245 6=-245 25=-54 26=-75 27=-446 28=446 29=-75 30=-54 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 T23418383 J40923 B24G ATTIC 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:19 2021 Page 3 I D:tM K13AP75xn_hOVS_QHgt3y67gl-Evl IeEShVorg8R3Ye3pdH4OLvl4kpM3d N IohGuzV986 LOAD CASE(S) Standard 13) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-124, 6-7=-74, 7-10=-64, 14-17=-16, 13-14=-26, 13-20=-16 Concentrated Loads (lb) Vert: 5=-245 6=-245 25=-54 26=-75 27=-446 28=-446 29=-75 30=-54 14) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-64, 5-6=-114, 6-7=-34, 7-10=-24, 14-17=-16, 13-14=-71, 13-20=-16 Concentrated Loads (lb) Vert: 5=-352 6=-352 25=-78 26=-75 27=-641 28=-641 29=-75 30=-78 15) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-24, 4-5=-34, 5-6=-114, 6-7=-64, 7-10=-54, 14-17=-16, 13-14=-71, 13-20=-16 Concentrated Loads (lb) Vert: 5=-352 6=-352 25=-78 26=-75 27=-641 28=-641 29=-75 30=-78 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 T23418384 J40923 B25 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:20 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-j5b7raSJG6zXmbekCnKsgHxUE8MPYi6ncyXEoKzV985 12-8-3 19-4-9 5-9-5 11-1-1 11 5-14 14-2-i 16-3-9 17-9-7 18-11-1$ 24-8-5 30-5-10 5-9-5 5-3-12 0-4- 3 1-5-14 2-1-8 1-5-14 1-2-5 5-3-12 5-9-5 1-2-5 0-4-13 Scale = 1:53.8 3x6 = 5.00 12 5x5 5x5 = 3x8 = RvR — 18 16 15 13 1x4 11 5x6 WB = 3x4 = 3x4 = 1x4 II 5x6 WB = 3x6 = 0- -13 5-9-5 11-1-1 19-4-9 24-8-5 30-2-13 30 10 0- - 3 5-6-8 5-3-12 8-3-8 55 2 5-6-8 0- -13 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-4-0,0-0-4], [8:0-4-0,0-0-4], [10:0-3-0,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 0.83 Vert(LL) -0.37 15-16 >978 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.65 15-16 >565 240 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.10 12 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.27 15-16 365 360 Weight: 152 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,7-10: 2x6 SP No.2 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 2 Rows at 1/3 pts 5-8 14-17: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 12=0-8-0 Max Horz 1=10(LC 5) Max Uplift 1=-809(LC 4), 12=-809(LC 5) Max Grav 1=1853(LC 10), 12=1853(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4032/1641, 2-4=-3490/1321, 4-5=-3113/1271, 5-6=-297/0, 7-8=-297/0, 8-9=-3113/1271, 9-11=-3490/1321, 11-12=-4032/1642 BOT CHORD 1-18=-1416/3639, 16-18=-1416/3639, 15-16=-904/3050, 13-15=-1406/3639, 12-13=-1406/3639 WEBS 2-16=-696/566, 4-16=-141/687, 5-19=-3189/1439, 19-20=-3154/1436, 8-20=-3189/1439, 9-15=-141/687, 11-15=-696/567 ,1111111111111'' V NOTES- `,,�OP(�UIN ' ' �i� 1) Unbalanced roof live loads have been considered for this design. `�� , , • G•E•N S 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp D; Encl., ` •• F•'• GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 14-2-1, Exterior(2E) 14-2-1 to 16-3-9, Exterior(2R) 16-3-9 to 20-7-5, [�J O 681 82 Interior(1) 20-7-5 to 30-6-1; 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) 150.01b AC unit load placed on the interior chord, 15-2-13 from left end, supported at two points, 3-0-0 apart. fl : : x Z 5) Provide adequate drainage to prevent water ponding. O•, S O F : 4 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. ��'�c•' ;C� p;•' ��`� OR 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 �� `` willfit between the other8-9, 9) Ceiling dead load (5.Otpsf) nomember(s). 4-5 5-19, 19-20, 8-20 �O N A\- 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 1=809, 12=809. MiTek USA, Inc. FL Cert 6634 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 6904 Parke East Blvd. Tampa FL 33610 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 T23418385 J40923 B26 Roof Special 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:21 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-BH9V3vTx1 Q5001DxmUr5NVTk7YiiH83wrcHoKnzV984 4-3-13 8-2-1 13-2-1 18-2-1 20-2-13 25-1-7 30-5-10 4-3-13 3-10-4 5-0-0 5-0-0 2-0-12 4-10-10 54-3 Scale = 1:52.6 4x6 = 4x8 = 6 1x4 II 4x8 = 3x4 = 14 -- 12 11 -- 3x4 = 3x6 = 3x8 = 3x4 = 3x4 = 3x6 = 3x4 = 0-,13 8-2-1 13-2-1 18-2-1 23-5-14 , 30-2-13 30-5r10 0-2-13 7-11-4 5-0-0 5-0-0 5-3-13 6-8-15 0- -13 Plate Offsets (X,Y)--[3:0-54,0-2-0],[5:0-5-4,0-2-0],[10:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.29 11-12 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.38 11-12 >961 240 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.11 8 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 150 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, 8=0-8-0 Max Horz 1=48(LC 5) Max Uplift 1=-983(LC 4), 8=-954(LC 5) Max Grav 1=1509(LC 9), 8=1509(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3248/2139, 2-3=-2888/1914, 3-4=-3311/2250, 4-5=-3311/2250, 5-6=-3565/2416, 6-7=-3011/1996, 7-8=-3214/2070 BOT CHORD 1-14=-1898/2931, 12-14=-1531/2566, 11-12=-1860/3114, 9-1 1=-1364/231 1, 8-9=-1807/2889 WEBS 2-14=-410/405, 3-14=-92/314, 3-12=-514/791, 4-12=-462/395, 5-11=-1641/1157, 6-11=-1240/1932, 6-9=-330/544, 7-9=422/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,111111 111111 // 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. II; Exp D; Encl., Qv N VF GCpi=0.18; C-C Extedor(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 8-2-1, Exterior(2R) 8-2-1 to 11-2-11, Interior(1) 11-2-11 to 20-2-13, Exterior(2R) 20-2-13 23-3-7, Interior(1) 23-3-7 to 30-6-1; left Lumber DOL=1.60 DOL=1.60 �%%, •, •�� I, `� OQ....... , �i� to cantilever and right exposed ; plate grip `�� ,•' GEN S F••• 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` •• to the use of this truss component. N O 68182 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 'D will fit between the bottom chord and any other members. i - •, S 0 F .'44/ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=983, 8=954. Q 44/ ��'�c•' A, Q;•' 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. O `� ��`` . O R , O N A' �--�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 T23418386 J40923 B27G Roof Special Girder 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:22 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-fritGFUaojDF?vo7JCMKviOs 1 y2nO Wl43GOLsDzV983 3-3-6 6-1-2 10-1-2 16-1-3 , 20-2-13 , 25-1-10 30-5-10 3-3-6 2-9-13 4-0-0 6-0-1 4-1-10 4-10-13 5-4-0 5x8 = 15 14 — 13 '- 11 '" 3x6 2x4 11 3x4 = Special 3x8 = 5x6 WB = 5x5 = = HJC26 THD26-2 3x4 = 3x6 = Scale = 1:52.3 3x4 = 0- -1-13 3-3-6 6-1-2 10-1-2 16-1-3 23-5-15 30-2-13 30 10 0- 3 3-0-9 2-9-13 4-0-0 6-0-1 7-4-12 6-8-14 0- - 3 Plate Offsets (X,Y)-- [3:0-6-4,0-2-12], [5:0-5-4,0-2-12] 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 NO BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 1-12: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 8=0-8-0 Max Horz 1=58(LC 5) Max Uplift 1=-2626(LC 4), 8=-1552(LC 5) Max Grav 1=3200(LC 19), 8=2143(LC 19) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.75 Vert(LL) 0.52 11-13 >704 360 MT20 244/190 BC 0.75 Vert(CT) -0.50 11-13 >740 240 WB 0.95 Horz(CT) -0.09 8 n/a n/a Matrix -MS Weight: 313 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-2 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=-7463/6171, 2-3=-7569/6345, 3-4=-8918/7152, 4-5=-8918/7152, 5-6=-8741/6743, 6-7=-4603/3444, 7-8=-4800/3507 BOT CHORD 1-15=-5674/6834, 14-15=-5674/6834, 13-14=-5810/6992, 11-13=-5777/7717, 9-11 =-2731/3788, 8-9=-3113/4343 WEBS 2-15=-253/271, 2-14=-501/530, 3-14=-1319/1371, 3-13=-1396/2204, 4-13=-560/534, 5-13=-1986/1875, 5-11=-4189/3407, 6-11=-4621/5943, 6-9=-383/616, 7-9=-450/459 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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=165m h 3-second gust) Vasd=128m h• TCDL=7.0 sf• BCDL=4.8 sf• h=25ft; Cat. II• Ex D• Encl. , P( 9 ) p P P P, GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-3-6, Interior(1) 3-3-6 to 6-1-2, Exterior(2R) 6-1-2 to 9-1-12, Interior(1) 9-1-12 to 20-2-13, Exterior(2R) 20-2-13 to 23-3-7, Interior(1) 23-3-7 to 30-6-1; 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 100 lb uplift at joint(s) except (jt=lb) 1=2626, 8=1552. 1►IIIIIIIIIII�' ,�♦ COIN VFW NS No 68182 ; x �-'0 ' S OF ' 411 till I 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 T23418386 J40923 B27G Roof Special Girder 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:22 2021 Page 2 I D:tMK13AP75xn_hOVS_QHgt3y67gl-fTitGFUaojDF?vo7JCMKviOs 1 y2nO Wl43GOLsDzV983 NOTES- 11) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 10-1-2 from the left end to connect truss(es) to front 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) 314 lb down and 381 lb up at 8-1-15 on top chord, and 64 lb down and 41 lb up at 8-1-15 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, 5-6=-64, 6-8=-64, 16-19=-16 Concentrated Loads (lb) Vert: 14=-707(F) 13=-1092(F) 22=-112(F) 27=-50(F) 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 T23418387 J40923 C01 Common 40 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:22 2021 Page 1 I D:tM K 13AP75xn_hOVS_QHgt3y67q I-f TitG FUaoj D F?vo7J CM Kvi Ovjy5 U 0 hb43GOLsDzV983 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 = 1:35.1 4x6 = 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = IM a 0-2-13 6-11-12 13-5-14 20-2-13 20510 0-`2- 3 6-8-15 6-6-3 6-8-15 0-�3 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 0.51 Vert(LL) 0.10 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 0.25 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 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 5) Max Uplift 1=-782(LC 4), 5=-782(LC 5) Max Grav 1=1015(LC 9), 5=1015(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1997/1545, 2-3=-1788/1453, 3-4=-1788/1453, 4-5=-1997/1545 BOT CHORD 1-8=-1316/1772, 6-8=-756/1154, 5-6=-1305/1772 WEBS 3-6=-431/588, 4-6=-445/505, 3-8=-431/588, 2-8=-445/505 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-2-13, Exterior(2R) 10-2-13 to 13-3-7, Interior(1) 13-3-7 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 ,,/1111 11111111 to the use of this truss component. �� QU IN VF/,� 4) Plates checked for a plus or minus 0 degree rotation about its center. `� OP • �� i� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •�� `�� , , •' G•E•N S 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 ` •' F••• 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 100 lb uplift at joint(s) except (jt=lb) 1=782, 5=782. * : •: 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. _� — xZ ST OF '44/� R O N 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 T23418388 J40923 C04GE GABLE 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:23 2021 Page 1 ID:tMK13AP75xn_hOVS_QHgt3y67gl-7gGFTbVCY1 M6d2MJtvtzSwY3UMRjl7gDlwmvPfzV982 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 = 4x6 = 3x4 = 3x4 = 1x4 1x4 II 3x6 = 3x4 = 1x4 11 1x4 II 1x4 II 3x4 = 0- -13 6-11-12 13-5-14 20-2-13 205 10 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/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.10 8 >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 0.25 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 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=12(LC 5) Max Uplift 1=-782(LC 4), 5=-782(LC 5) Max Grav 1=1015(LC 9), 5=1015(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1996/1545, 2-3=-1787/1452, 3-4=-1787/1452, 4-5=-1996/1545 BOT CHORD 1-8=-1315/1771, 6-8=-756/1153, 5-6=-1304/1771 WEBS 3-6=-431/587, 4-6=-445/505, 3-8=-431/587, 2-8=-445/505 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-2-13, Exterior(2R) 10-2-13 to 13-3-7, Interior(1) 13-3-7 to 20-6-1; ,,/11111111111� cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 for face), ,`�� QU IN V� 3) Truss designed wind loads in the plane of the truss only. For studs exposed to wind (normal to the see Standard Industry `� OP • •�� , Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. `�� , ,•'� G•E•N 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` •' F��• to the use of this truss component. 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 fl will fit between the bottom chord and any other members. i 13 '• S T OF .' 44/ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=782, 5=782. ��'�c� A4 Q ; •' 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. `� �, `'R 1•' ,• 1,1111......... 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 T23418389 J40923 C08 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:24 2021 Page 1 ID:tMK13AP75xn_hOVS_QHgt3y67gl-bsgehxVgJLUzFCxWRdOo_75EFmnvUZ?MXaVSx6zV981 5-1-6 10-0-0 14-10-10 20-2-13 5-1-6 4-10-10 4-10-10 5-4-3 Scale = 1:34.8 4x6 = 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = M Io 6-8-15 13-3-1 20-0-0 20 2-13 6-8-15 6-6-3 6-8-15 0- -13 Plate Offsets (X,Y)-- [1:0-0-0,0-0-11] 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 0.51 Vert(LL) 0.10 6-8 >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 0.26 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 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=-23(LC 4) Max Uplift 1=-778(LC 4), 5=-778(LC 5) Max Grav 1=1001(LC 9), 5=1001(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1897/1482, 2-3=-1700/1397, 3-4=-1757/1440, 4-5=-1965/1533 BOT CHORD 1-8=-1247/1667, 6-8=-738/1122, 5-6=-1293/1743 WEBS 3-6=-440/594, 4-6=-443/506, 3-8=-377/511, 2-8=-399/473 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) 0-0-0 to 3-0-10, Interior(1) 3-0-10 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-10, Interior(1) 13-0-10 to 20-3-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 for ,,/11111111111� 1/,. 3) Building Designer / Project engineer responsible verifying applied roof live load shown covers rain loading requirements specific QU IN VF to the use of this truss component. for ,`�� `� OP • • •�� *� , � "ice 4) Plates checked a plus or minus 0 degree rotation about its center. `�� , •' G•E•N S 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` •' 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 No 68182 will fit between the bottom chord and any other members. * :• •� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=778, 5=778. — 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. fl : : x Z ST OF '44/� O R ...0.. N 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 T23418390 J40923 C09 Common 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:25 2021 Page 1 ID:tMK13AP75xn hOVS QHgt3y67gl-32OOuHWS4ecgsMWi?Kv1XKeP_978DOFWmEF?TYzV980 5-1-6 10-0-0 14-10-10 20-2-13 5-1-6 4-10-10 4-10-10 5-4-3 R 3x4 = Scale = 1:34.8 4x6 = 3x4 = 3x6 = 3x4 = 3x4 = M Io 6-8-15 13-3-1 20-0-0 20 2-13 6-8-15 6-6-3 6-8-15 0- -13 Plate Offsets (X,Y)-- [1:0-0-0,0-0-11] 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 0.51 Vert(LL) 0.10 6-8 >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 0.26 Horz(CT) 0.04 5 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 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 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-23(LC 4) Max Uplift 1=-778(LC 4), 5=-778(LC 5) Max Grav 1=1001(LC 9), 5=1001(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1897/1482, 2-3=-1700/1397, 3-4=-1757/1440, 4-5=-1965/1533 BOT CHORD 1-8=-1247/1667, 6-8=-738/1122, 5-6=-1293/1743 WEBS 3-6=-440/594, 4-6=-443/506, 3-8=-377/511, 2-8=-399/473 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) 0-0-0 to 3-0-10, Interior(1) 3-0-10 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-10, Interior(1) 13-0-10 to 20-3-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 for ,,/1111 1111111� 1/,. 3) Building Designer / Project engineer responsible verifying applied roof live load shown covers rain loading requirements specific QU IN VF to the use of this truss component. ,`�� `� OP • • •�� *, � "ice 4) Plates checked for a plus or minus 0 degree rotation about its center. `�� , , •' G•E•N S 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` •' 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 No 68182 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 100 lb uplift at joint(s) except Qt=lb) 1=778, 5=778. fl 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. O••• S O F : 4 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 T23418391 J40923 C10GE GABLE 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:26 2021 Page 1 ID:tMK13AP75xn_hOVS_QHgt3y67gl-XFyO6dX4rykgU W5uY1 RG4YAWZZOyWdf_u_Z?_zV98? 5-1-6 10-0-0 14-10-10 20-2-13 5-1-6 4-10-10 4-10-10 5-4-3 Scale = 1:37.1 2x4 = 4x4 = R 4x6 = 3x4 = 1x4 II 1x4 II 3x6 = 3x4 = 1 x4 11 1 x4 11 1 x4 I 4x4 = M Io 2-8-1 6-8-15 13-3-1 17-4-0 20-0-0 202 13 2-8-1 4-0-13 6-6-3 4-0-14 2-8-0 0- - 3 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3], [3:0-2-0,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.08 6-8 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.08 6-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.02 5 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 263 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-22(LC 12) Max Uplift 1=-2291(LC 11), 5=-2328(LC 14) Max Grav 1=2307(LC 16), 5=2345(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4948/4915, 2-3=-2851/2861, 3-4=-3252/3253, 4-5=-5185/5149 BOT CHORD 1-8=-4401/4460, 6-8=-1923/1813, 5-6=-4427/4709 WEBS 3-6=-579/639, 4-6=-442/569, 3-8=-616/673, 2-8=-452/609 NOTES- 10d "x3") follows: ,,/IIIIIIIIII/1 1/�. 1) 2-ply truss to be connected together with (0.131 nails as follows: ,`�� QU 1 N VF *� Top chords connected as 2x4 - 1 row at 0-9-0 oc. follows: 1 `� OP •�� Bottom chords connected as 2x4 - row at 0-9-0 oc. `�� , •' G•E•N 3 �'• Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. •' F 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 No 68182 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) 0-0-0 to 3-0-10, Interior(1) 3-0-10 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-10, Interior(1) 13-0-10 to fl : : x Z 20-3-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 i ', S T O F .' 441 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. �Q •, �(/` 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� `` R •w\�? to this • • , , �I;SS� the use of truss component. ON A; 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 1=2291, 5=2328. 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 T23418391 J40923 C10GE GABLE 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:26 2021 Page 2 ID:tMK13AP75xn_hOVS_QHgt3y67gl-XFyO6dX4rykgU W5uY1 RG4YAWZZOyWdf_u_Z?_zV98? NOTES- 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-2-13 for 350.0 plf. 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 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 T23418392 J40923 D01 G Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2-2-13 2-2-13 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:27 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-?RW mJzYicFsX6gg56[yVcljpvzs?h_KpDYk6YQzV98_ 4-2-13 6-5-10 Scale = 1:12.8 4x8 = 5.00 4x4 = M 6 2x4 = 2x4 = P 2-2-13 4-2-13 6-2-13 b-22 12-11 2-0-0 2-0-0 2-0-0 2-1 Plate Offsets (X,Y)-- [2:0-5-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 5-6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.02 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.01 4 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 25 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=0-4-0, 4=0-4-0 Max Uplift 1=-528(LC 4), 4=-528(LC 4) Max Grav 1=432(LC 19), 4=432(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-716/882, 2-3=-670/875, 3-4=-716/881 BOT CHORD 1-6=-708/652, 5-6=-718/652, 4-5=-707/654 Structural wood sheathing directly applied or 6-0-0 oc purlins. 4-0-0 oc bracing. 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=25ft; 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 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 100 lb uplift at joint(s) except (jt=lb) 1=528, 4=528. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 533 lb down and 470 lb up at 2-2-13, and 533 lb down and 470 lb up at 4-2-13 on top chord, and 56 lb down and 66 lb up at 2-2-13, and 56 lb down and 66 lb up at 4-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-64, 2-3=-64, 3-4=-64, 7-10=-16 Concentrated Loads (lb) Vert: 2=-O(B) 3=-O(B) 6=-19(B) 5=-19(B) VI1111111//��,' PQv I N VF< No 68182 :X �53 S OF 't4/' . O'er ' AI 40RO• ss �� N A� ��C� %% 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 T23418393 J40923 MV2 Valley 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:27 2021 Page 1 ID:tM K13AP75xn_hOVS_QHgt3y67gl-?RWmJzYicFsX6gg56lyVcljszzwHh_IpDYk6YQzV98_ 2-0-0 2-0-0 5.00 Scale = 1:6.9 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 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 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-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=92(LC 4) Max Uplift 1=-77(LC 4), 2=-121(LC 4) Max Grav 1=72(LC 9), 2=74(LC 9), 3=23(LC 3) 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=25ft; 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. /11111111111� 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,`�� QU N VF 1/,, capacity of bearing surface. `� OP • •• •�� *� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) `�� , , •' GE•N S � "ice 2=121. F�' No 68182 ; S OF ' 44/111111111111 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 T23418394 J40923 MV4 Valley 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 12.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 8.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=227(LC 4) Max Uplift 1=-188(LC 4), 3=-283(LC 4) Max Grav 1=178(LC 9), 3=206(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-181/298 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:28 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-Ud48XJYKNZ_OjgFHgSTk9zGuTNEzQR?ySCTg3tzV97z 4-0-0 Scale = 1:11.1 2 2x4 11 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 13 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. 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=25ft; 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=188, 3=283. ,,,,1►IIIIIIIII//// ,�� PQU I N VFW �ii No 68182 ; :X= O'.• STAf OF : 4 ON 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 T23418395 J40923 V4 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:28 2021 Page 1 ID:tM K13AP75xn_hOVS_QHgt3y67gl-Ud48XJYKNZ_Ojq FHgSTk9zG?5N ErQR?ySCTg3tzV97z 2-0-0 4-0-0 2-0-0 2-0-0 3x4 = Scale = 1:7.5 5.00 12 2 2x4 � 2x4 4-0-0 4-0-0 Plate Offsets (X,Y)-- [2:0-2-0,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 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix-P Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=21(LC 5) Max Uplift 1=-228(LC 5), 3=-207(LC 5) Max Grav 1=156(LC 9), 3=156(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-187/295, 2-3=-187/307 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins. BOT CHORD 4-0-0 cc bracing. 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=25ft; 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 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=228, 3=207. IIIIIIIIIIIII,/ COIN VFW No 68182 �-'0 ' S OF ' 44/' c 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 T23418396 J40923 V5 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:29 2021 Page 1 I D:tM K 13AP75xn_hOVS_QHgt3y67q I-ygeXkeZz8t6FLzgTEA_zhAo70nX69u E5g s DDbJzV97y 2-8-2 5-4-3 2-8-2 2-8-2 Scale = 1:10.1 3x4 G nnF,—,- 2x4 2x4 5-4-3 5-4-3 Plate Offsets (X,Y)-- [2:0-2-0,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 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=5-4-3, 3=5-4-3 Max Horz 1=32(LC 5) Max Uplift 1=-344(LC 5), 3=-312(LC 5) Max Grav 1=238(LC 9), 3=238(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/447, 2-3=-285/464 BOT CHORD 1-3=-354/227 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=25ft; 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 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. ,,/111111111111 5) Gable requires continuous bottom chord bearing. QU N V�/�, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`�� `� OP • , �� "ice 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 •�4 `�� , , •' G•E•N S � will fit between the bottom chord and any other members. •• F••• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 68182 1=344, 3=312. S OF ' 44/' ONA� 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 T23418397 J40923 ZCJ1 Jack -Open 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:29 2021 Page 1 ID:tMK13AP75xn_hOVS_QHgt3y67gl-ygeXkeZz8t6FLzgTEA_zhAoAnnac9uE5gsDDbJzV97y 0-11-4 0-11-4 0-11-4 0-11-4 Scale = 1:6.8 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 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 0.21 BC 0.16 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=-284(LC 4), 3=354(LC 4) Max Uplift 2=-337(LC 4) Max Grav 2=78(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/97 BOT CHORD 1-3=-84/354 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; 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. for ,,/111111111111 5) This truss has been designed a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * for ,`�� QU N V�/,� 6) This truss has been designed 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 `� OP • • •�4 �� "ice will fit between the bottom chord and any other members. • `�� , , •' G•E•N S � •• 7) Refer to girder(s) for truss to truss connections. •' F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 68182 ; 2=337. ST OF '44/� R ON 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 T23418398 J40923 ZCJ1A 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 07:39:30 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-QOBvx_abvAE6z7PfntVCEOLOJAykuLU FvWym8lzV97x 0-11-4 0-11-4 Scale = 1:6.8 2x3 = 0-2-13 0-11-4 0-2-13 0-8-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP 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, 1=0-4-0 Max Horz 1=70(LC 4) Max Uplift 2=-65(LC 4), 3=-29(LC 4), 1=-51(LC 4) Max Grav 2=41(LC 9), 3=24(LC 9), 1=52(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=25ft; 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 ,111111 1111111 will fit between the bottom chord and any other members. ,`�� (.0 IN VF 1I," 7) Refer to girder(s) for truss to truss connections. `� OQ• • •�� , 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. `�� , ,•' G•E•N No 68182 :x= S OF 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 T23418399 J40923 ZCJ3 Jack -Open 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:30 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-QOBvx_abvAE6z7PfntVCEOLJmAsTuLUFvWymBIzV97x 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 0.38 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.44 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=212(LC 4) Max Uplift 1=-168(LC 4), 2=-226(LC 4), 3=-45(LC 4) Max Grav 1=163(LC 9), 2=142(LC 9), 3=52(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=25ft; 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 ,111111 1111111� will fit between the bottom chord and any other members. ,`�� 0.0I N VF 1I," 7) Refer to girder(s) for truss to truss connections. `� OQ eJ* 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) •�� , , •' G•E•N S 1=168, 2=226.o `�� ♦ F•'• i No 68182 �"D• �x 44/ ' #0 .41 &/O Nfill I IIIIII 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 City Ply Baron Island Storage T23418400 J40923 ZCJ5 Jack -Open 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:31 2021 Page 1 ID:tM K13AP75xn_hOVS_QHgt3y67gl-uCIH9KbDgUMzaH_sLbORnbuO6a7MdokO8AiKgCzV97w 4-11-4 4-11-4 Scale = 1:15.1 3x3 = Q2-13 4-11-4 b-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) 0.09 3-6 >626 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.08 3-6 >780 240 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 -AS 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=347(LC 5) Max Uplift 1=-285(LC 4), 2=-396(LC 5), 3=-55(LC 5) Max Grav 1=277(LC 9), 2=249(LC 9), 3=83(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. 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 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 100 lb uplift at joint(s) 3 except Qt=lb) 1=285, 2=396. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. %V111111111I11,/ PQU I N VFW No 68182 ; X �_,0 ' ST OF ' 41J 40 R ON 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 T23418401 J40923 ZEJ2 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:31 2021 Page 1 ID:tM K13AP75xn_hOVS_QHgt3y67gl-uCIH9KbDgUMzaH_sLbORnbu WOaFIdokO8AiKgCzV97w 2-2-13 Scale = 1:9.6 2x3 = 0-2-13 2-2-13 0-2-13 2-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.00 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: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=0-4-0, 2=Mechanical, 3=Mechanical Max Horz 1=160(LC 4) Max Uplift 1=-126(LC 4), 2=-168(LC 4), 3=-39(LC 4) Max Grav 1=123(LC 9), 2=106(LC 9), 3=42(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=25ft; 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 ,111111 1111111 will fit between the bottom chord and any other members. I N VF 7) Refer to girder(s) for truss to truss connections. 8) Provide bearing 100 lb 3 ` •Qv ``% OQ •, •�� , mechanical connection (by others) of truss to plate capable of withstanding uplift at joint(s) except Qt=lb) ,•' GEN ,� 1=126, 2=168. 41 i No 68182 ST OF '/4/� %�T • A, •• P ��: 'ss �O N 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 City Ply Baron Island Storage T23418402 J40923 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 07:39:32 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-MPJfMgcrRoUgCRY2vlYgJpQX6_QKMF_YNgRtCezV97v 6-1-2 Scale = 1:17.9 3x4 = 2-1 6-1-2 -1 5-10-5 Plate Offsets (X,Y)-- [1:0-1-8,0-0-8] 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 0.84 Vert(LL) 0.17 3-6 >416 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.14 3-6 >507 240 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 -AS Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=392(LC 5) Max Uplift 1=-329(LC 4), 2=-474(LC 5), 3=-48(LC 5) Max Grav 1=337(LC 9), 2=307(LC 9), 3=100(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 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) 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 100 lb uplift at joint(s) 3 except Qt=lb) 1=329,2=474. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ,IIIIIIIIIIIII,/ PQU I N VFW No 68182 ; X �_,0 ' ST OF ' 41J ONA 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 T23418403 J40923 ZEJ6A Monopitch 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:32 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-M PJfMgcrRoUgCRY2vlYgJpQWy_QDMF_YNgRtCezV97v 6-1-2 3x6 11 3x4 D 2�13 6-1-2 d-2-1$ 5-10-6 Plate Offsets (X,Y)-- [1:0-1-12,0-0-8] Scale = 1:17.5 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 0.91 Vert(LL) 0.17 3-6 >414 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.14 3-6 >498 240 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 - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=379(LC 4) Max Uplift 1=-329(LC 4), 3=-497(LC 5) Max Grav 1=333(LC 9), 3=389(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/449 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 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 100 lb uplift at joint(s) except Qt=lb) 1=329, 3=497. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 11►11111111it Pau I N VF< �•. No 68182 ' :X ► � 3 S OF ' t4/' %�T • A, P •' ��: R��• 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 T23418404 J40923 ZEJ6B Monopitch 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 4x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:33 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-gbt1 aOcTC5chgb7ET03vs0ziOOni5iEhbUBQk4zV97u 5-10-5 5-10-5 5-10-5 5-10-5 3xs 11 Scale = 1:18.0 Plate Offsets (X,Y)-- [2:0-1-4,0-1-3] 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 0.89 Vert(LL) 0.14 4-7 >495 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.12 4-7 >583 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 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 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 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=364(LC 5) Max Uplift 4=-489(LC 5), 2=-304(LC 4) Max Grav 4=376(LC 9), 2=324(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-293/446 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-3-8 to 2-9-2, Interior(1) 2-9-2 to 5-8-9; 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 ,,11111 1111/111 to the use of this truss component. 0k) I N VF /,.- 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is fabricator increase for these factors. ``�� •., •�� ``� OQ.......... , the responsibility of the to plate sizes to account ,•' GEN `� 4) Plates checked for a plus or minus 0 degree rotation about its center. : •' �. 41 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom * :• •: will 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 100 lb uplift at joint(s) except (jt=lb) 'fl 4=489, 2=304. i 3 �• S OF 4 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. IFS,•<pR�,, 0 A; Nfill, till 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 City Ply Baron Island Storage T23418405 J40923 ZEJ6C Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:33 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-gbt1 aOcTC5chgb7ET03vsOzj7OnS5iEhbU BQk4zV97u 5-10-5 5-10-5 Scale = 1:18.9 4x4 — 5-10-5 5-10-5 Plate Offsets (X,Y)-- [2:0-1-4,0-1-3] 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 0.82 Vert(LL) 0.14 4-7 >484 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.12 4-7 >591 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=382(LC 5) Max Uplift 3=-471(LC 5), 2=-304(LC 4), 4=-43(LC 5) Max Grav 3=301(LC 9), 2=328(LC 9), 4=97(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-3-8 to 2-9-2, Interior(1) 2-9-2 to 5-9-9; 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=471,2=304. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 1►IIIIIIIIIII�' COIN VFW No 68182 xZ �_,0 ST OF '44/ON 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 T23418406 J40923 ZEJ6D Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3x4 5-10-5 5-10-5 5-10-5 5-10-5 Plate Offsets (X,Y)-- [1:0-1-4,0-0-11] 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:34 2021 Page 1 ID:tMK13AP75xn_hOVS_QHgt3y67gl-I nRQnMd5zPkYRIiROja8OEWuto6ig9Urg8w_H WzV97t Scale = 1:18.9 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 0.82 Vert(LL) 0.14 3-6 >484 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.12 3-6 >590 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -AS Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=382(LC 5) Max Uplift 1=-313(LC 4), 2=-471(LC 5), 3=-43(LC 5) Max Grav 1=321(LC 9), 2=301(LC 9), 3=97(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. 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=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) 0-0-0 to 3-0-10, Interior(1) 3-0-10 to 5-9-9; 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 100 lb uplift at joint(s) 3 except Qt=lb) 1=313, 2=471. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 1►IIIIIIIIIII�' COIN VFW No 68182 xZ �-'0 ' S OF ' 44/ON 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 T23418407 J40923 ZEJ6G Monopitch Girder 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:34 2021 Page 1 ID:tMK13AP75xn_hOVS QHgt3y67gl-InRQnMd5zPkYRIiROja8OEWyBo5pg9Urg8w_HWzV97t 3-1-10 6-1-2 3-1-10 2-11-9 Scale = 1:17.6 3x4 � 2x4 II D 2�13 6-1-2 d-2-1$ 5-10-6 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 0.55 Vert(LL) 0.17 3-6 >411 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.18 3-6 >406 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 55 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=379(LC 11) Max Uplift 1=-773(LC 4), 3=-1019(LC 5) Max Grav 1=1080(LC 15), 3=1285(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/426 NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 1 Od (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 1 Od (0.131 "x3") nails as follows: 2x6 - 2 rows staggered 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) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 5-11-7; cantilever left and right exposed ; Lumber DOL=1.60 plate ,,/11111111111� grip DOL=1.60 ♦♦♦� QU IN VF 1/�. *� 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦ OP • • "I to the use of this truss component. •�� . •' G•E•N 3 � 5) Plates checked for a plus or minus 0 degree rotation about its center. `�♦ ` •' F•'• 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) Refer to girder(s) for truss to truss connections. — 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) fl : : x Z 1=773, 3=1019. O'•• S O F 4 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-2-13 from the left end to 4-2-13 to connect truss(es) to back face of bottom chord. ��Tc•' ;c� �� `` R •' 11) Fill all nail holes where hanger is in contact with lumber. • • • �? LOAD CASE(S) Standard ',fill N A� �� .�♦♦ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-2=-64, 3-4=-16 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 8=-795(B) 9=-795(B) 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 T23418408 J40923 ZHJ2 Diagonal Hip Girder 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3-1-3 3-1-3 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:35 2021 Page 1 I D:tMK13AP75xn_hOVS_QHgt3y67gl-m_?o?iejkjsP3uHdaQ5NxR2ACBbYZck_3ogXpzzV97s Scale = 1:9.4 2x4 = 04-0 3-1-3 0-4-0 2-9-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.01 4 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. REACTIONS. (size) 1=0-5-11, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 5) Max Uplift 1=-338(LC 5), 2=-245(LC 5), 3=-26(LC 5) Max Grav 1=237(LC 15), 2=129(LC 15), 3=40(LC 3) 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Corner(3); 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. ,111111 1111111� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=338, 2=245. 8) Hanger(s) or other connection device(s) shall be sufficient to support concentrated load(s) 312 lb down and 149 lb up at ``�� `% OQ, • 'S.. provided ,�% ,•G•E•N S'•• • F•• 1-4-15, and 312 lb down and 149 lb up at 1-4-15 on top chord, and 11 lb down and 24 lb up at 1-4-15, and 11 lb down and 24 lb up • at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. No 68182 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) �• S O F 4 Vert: 1-2=-64, 3-4=-1640 Concentrated Loads O '� •' A p' Z. (lb) Vert:9=-12(F=-6, B=-6) i� �••. O R �•.•��,,� 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 City Ply Baron Island Storage T23418409 J40923 ZHJ6 DIAGONAL HIP GIRDER 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:36 2021 Page 1 I D:tM K13AP75xn_hOVS_QHgt3y67gl-FAZAC2fMV0_Gh2sp88ccTfbFabrHlym7HSP5LPzV97r 4-5-5 8-6-11 4-5-5 4-1-6 Scale = 1:18.1 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 0.75 Vert(LL) 0.05 6-7 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 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.1 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=455(LC 5) Max Uplift 1=-852(LC 5), 6=-942(LC 5) Max Grav 1=607(LC 15), 6=702(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-973/1177, 3-6=-249/365 BOT CHORD 1-7=-1455/986, 6-7=-1455/986 WEBS 2-6=-1052/1552 Structural wood sheathing directly applied or 6-0-0 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=25ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Corner(3) -0-0-6 to 4-5-4, Exterior(2R) 4-5-4 to 8-6-11; 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 100 lb uplift at joint(s) except Qt=lb) 1=852, 6=942. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 337 lb down and 253 lb up at 4-2-15, 337 lb down and 253 lb up at 4-2-15, and 411 lb down and 381 lb up at 7-0-14, and 411 lb down and 381 lb up at 7-0-14 on top chord, and 54 lb down and 117 lb up at 1-4-15, 54 lb down and 117 lb up at 1-4-15, 29 lb down and 42 lb up at 4-2-15, 29 lb down and 42 lb up at 4-2-15, and 51 lb down and 53 lb up at 7-0-14, and 51 lb down and 53 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 ,�♦ COIN VFW No 68182 x � 0S OF '44/' 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 T23418409 J40923 ZHJ6 DIAGONAL HIP GIRDER 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 07:39:36 2021 Page 2 I D:tM K13AP75xn_hOVS_QHgt3y67gl-FAZAC2fMV0_Gh2sp88ccTfbFabrHlym7HSP5LPzV97r 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. 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