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Revisions; Shop Truss Drawings
OFFICE USE ONLY: DATE FILED: -7 12-012 REVISION FEE: -�- PERMIT # � D/y - �Li z- RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT FER T fI ►s PROJECT INFORMATION ®lov LOCATION/SITE � ADDRESS: 9563 S OCEAN DR BLD F, JENSEN BEACH, FL 34957 DETAILED DESCRIPTION OF PROJECT REVISIONS: Shop Truss Drawiings CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: HOOKS CONSTRUCTION CO LLC QUALIFIERS NAME: STEVEN C HOOKS ADDRESS: 2211 S KANNER HWY CITY: STUART STATE: FL PHONE (DAYTIME): (772) 419-8828 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 07117/18 STATE: ST. LUCIE CO CERT. #: 25620 FAX IW.V:I ZIP: 34994 (772) 237-3757 rm.1 ZIP: ZIP: iljjj I 1 P MiTek® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECEIVED JUL 19 2021 RE: J40916 - Baron Island Storag st. Lucie County Permitting Site Information: Customer Info: Benchmark III Corp. Lot/Block: - Address: 9500 South Ocena Dr., - City: Jensen Beach Project Name: Baron Island Storage Model Subdivision: - State: FL MiTek USA, Inc. 69r0��t4ppParke East Blvd. JIIgI11g AL 33610-4115 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: FBC2020ITP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 43 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23417506 B01 4/2/21 23 T23417528 V8 4/2/21 2 T23417507 B02GE 4/2/21 24. T23417529 V11 4/2/21 3 T23417508 B03 4/2/21 25 T23417530' ZCJ1 4/2/21 _' 4 T23417509 B04 4/2/21 26 T23417531 ZCJ1A 4/2/21 5 T23417510 B05 4/2/21 27 T23417532 ZCJ3 4/2/21 6 T23417511 B06GE 4/2/21 28 T23417533 ZCJ5 4/2/21 7 T23417512 B07 4/2/21 29 T23417534 ZEJ3 4/2/21 8 T23417513 B08GE 4/2/21 30 T23417535 ZEJ6 4/2/21 9 T23417514 B09 4/2/21 31 T23417536 ZEJ6A 4/2/21 10 T23417515 B10 4/2/21 32 T23417537 ZEJ6B 4/2/21 11 T23417516 B11 4/2/21 33 T234-17538 ZEJ6C 4/2/21 12 T23417517 B12 4/2/21 34 T23417539 ZEJ6D 4/2/21 _ 13 T23417518 B13G 4/2/21 35 T23417540 ZEJ6GA 4/2/21 14 T23417519 .B14G 4/2/21 36 T23417541 ZEJ7 4/2/21 15 T23417520 B15 4/2/21 37 T23417542 ZEJ7A 4/2/21 16 T23417521 ,B16 4/2/21 38 T23417543 ZEJ7B 4/2/21 17 T23417522 S17G 4/2/21 39 T23417544 ZH6D 4/2/21 18 T23417523 B18 4/2/21 40 T23417545 ZHJ3 4/2/21 19 T23417524 B19G 4/2/21 41 T23417546 ZHJ6 4/2/21 20 T23417525 B20 4/2/21 42 T23417547 ZHJ6B 4/2/21 21 T23417526 V4 4/2/21 43 T23417548 ZHJ7 4/2/21 �� �® 22 T23417527 V6 4/2/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ���������������4 under my direct supervision based on the parameters ,`��OPpiUIN• provided by East. Coast Truss. `�.` �,,•�G ENs.,? Truss Design Engineer's Name: Reviewed 10 66182 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 : - �• STAT E O F : 4 that the engineer named is licensed in the jurisdictions) identified and that the 0.40 ••.'c designs comply with ANSI/TPI 1. These designs are based upon parameters ��T G � shown (e.g., loads, supports, dimensions, shapes and design codes), which were R. •'• ,�� S� • • • � � • * given to MiTek or TRENCO. Any project specific information included is for MiTek's or ij • �� �� �����0 N A� � 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, Joaquin Velez'PE 6.68182 the building designer should verify applicability of design parameters and properly MR USA, Inc; FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parke East Blvd..Tampa FL 33610 Date: April 2,202.1 Reviewed 1 of 1 MAY 7, 2019 LATERAL TOE -NAIL DETAIL Mil-TOENAIL_SP NOTES: MiTek USA, Inc. Page 1 of 1 =00 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND o� EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. YMMM A MITekaeiliate THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW OE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (lb/nail) DIAM. SP DF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 J in .162 108.8 99.6 86.4 84.5 73.8 ai z Z .128 74.2 67.9 58.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 CO VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30 *TO 60 ° 45.00 ° ANGLE MAY VARY FROM 30°TO 60° VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEARSIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 300TO 600 45.00 ° Nn 047182 STATE OF •} Job Truss Truss Type Qty Ply Baron Island Storage T23417506 J40916 801 Common 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MTek Industries, Inc. Thu Apr 1 06:33:55 2021 Page 1 ID:sUiidZizgv117gABNut17Jy6VYi-8_wJ4Uylc9TRNP40myPRFathdyj UQXw23oF2XKzVA5Q 7-10-3 15-2-13 22-7-7 30-5-10 7-10-3 7-4-10 7-4-10 7-10-3 4x6 = 5.00 12 Scale = 1:52.0 V IA d 3x4 = 3x6 = 3x6 = 3x4 = 3x4 = 3x4 = LOADING (pso 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/rP12014 CSI. TC 0.97 BC 0.92 WB 0.60 Matrix -MS DEFL. in Vert(LL) -0.30 Vert(CT) -0.45 Horz(CT) 0.08 (loc) I/defl 8-11 >999 8-11 >808 7 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 130 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 4-0-0 oc bracing. 9-10: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=19(LC 5) Max Uplift 1=-851(LC 4), 7=851(LC 5) Max Grav 1=1738(LC 9),7=1738(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3475/1716, 24=-3156/1608, 4-6=3156/1608, 6-7=-3475/1716 BOT CHORD 1-1 1=1454/3125,8-11=-808/2007, 7-8=-1435/3125 WEBS 4-8=-472/1147, 6-8=-695/589, 4-11=472/1147, 2-11=-695/589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 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; 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. ,* -.0 QV IN VF�o� 4) Plates checked for a plus or minus 0 degree rotation about its center. �i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,% , ,• ,0 E %V 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. No 6818,2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=851, 7=851. ��:• ST OF :�4t/ Joaquin Velez PE No.68182 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. �� Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformatton 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 T23417507 J40916 B02GE GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 7-10-3 M d 3x4 = 5.00 FIT 3x4 = 3x6 = 2x4 = 4x6 = 20-1-8 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:56 2021 Page 1 I D: sU iidZizgvl 17gAB Nut 1 ?Jy6VYi-cAU hH pzwN S b l?ZfaKgwgoo Ps N M 3j9_AC H S?b3nzVA5P 22-7-7 30-5-10 3x6 = 3x4 = Scale = 1:52.0 3x4 = V IA 6 LOADING (psi) 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 FBC2020lrP12014 CSI. TC 0.97 BC 0.92 WB 0.60 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.30 8-11 >999 360 Vert(CT) -0.45 8-11 >808 240 Horz(CT) 0.08 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 228 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 4-0-0 oc bracing. 9-10: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=19(LC 5) Max Uplift 1=-851(LC 4). 7=851(LC 5) Max Grav 1=1738(LC 9),7=1738(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3475/1716, 2-4=-3156/1608, 4-6=3157/1608, 6-7=3475/1716 BOT CHORD 1-11=-1454/3125, 8-11=-808/2007, 7-8=1435/3125 WEBS 4-8=-472/1147, 6-8=-695/589, 4-11=-472/1147, 2-11=-695/589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 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; V14'0 cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,��PQUIN , F �� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult building designer as ANSI/TPI 1. • • , ,•�� G E IVS. 1 qualified per `�� 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. No 68182 5) All plates are 11x4 MT20 unless otherwise indicated. * •� 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Gable studs spaced at 1-4-0 oc. = ,� 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �; •• S T 1= 9) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. .. ��Q,�' 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) •.t Q;•• C\�` ; .•Q R \ �!!ww`` \ �� ,jsS��NA • 1=851,7=851. nnn Joaquin Velez PE No.68182 Welk, USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f 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 T23417508 J40916 B03 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:57 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-4N23V9_Z8mj9djEmuNRvK?y3umR_uVOLWGk9bDzVA50 7-6-13 14-8-1 15 9-9 22-10-13 30-5-10 7-6-13 7-1-4 1-1-8 7-1-4 7.6-13 5.00 F12 4x6 = 4x6 = 4 5 14 '- 12 11 '- 9 3x4 = 1x4 II L LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 8=0-8-0 Max Horz 1=-8(LC 4) Max Uplift 1=-842(LC 4), 8=842(LC 5) Max Grav 1=1480(LC 9), 8=1480(LC 9) 4x6 = 3x4 = 4x6 = 3x4 = 1x4 II Scale = 1:53.8 3x4 = CSI. DEFL. in (loc) III Ud PLATES GRIP TC 0.86 Vert(LL) 0.18 12-14 >999 360 MT20 244/190 BC 0.79 Vert(CT) -0.28 9-11 >999 240 WB 0.35 Horz(CT) 0.10 8 n/a n/a Matrix -MS Weight: 144 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 4-0-0 oc bracing. WEBS 1 Row at midpt 2-12. 7-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3041/1694, 2-4=-2122/1291, 4-5=1927/1277, 5-7=2122/1291, 7-8=3041/1694 BOT CHORD 1-14=-1440/2706, 12-14=-1440/2706, 11-12=-807/1762, 9-11=-1432/2706, 8-9=-1432/2706 WEBS 2-14=0/280, 2-12=1049/698, 4-12=285/490, 5-11=-285/490, 7-11 =-1 049/698, 7-9=0/280 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=7.0psf; BCDL=4.8psf; h=17ft; 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 14-8-1, Extedor(2E) 14-8-1 to 15-9-9, Exterior(2R) 15-9-9 to 20-1-5, Interior(1) 20-1-5 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) 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=842, 8=842. V I6 d �t\/IIIIIIII P0131N �•�, ,� •' G ENS' No 68182 r � S OF :41/ " 0 ••• i �4 nnl Joaquin Velez PE No.68182 MiTek,USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE_ • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall g� building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MITeIC• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 a - Job Truss Truss Type Qty Ply Baron Island Storage T23417509 J40916 B04 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:33:58 2021 Page 1 ID:sUiidZizgv117gABNutl?Jy6VYi-YZcRtV?Bu4rOEspzS5y8tDV13Aobds?VlmUi8fzVA5N 12-11-9 19-4-9 i 5-9-5 11-1-1 12-2-7 14.4-13 16-0-13 17-6-1 8-3- 24-8-5 30-5-10 5-9-5 5-3-12 1-i•6 •9- 1-54 1-8-0 1-5-4 -9- 1-1-6 5-3-12 5-9-5 Scale = 1:53.8 4x4 = 4x4 = 3x6 = Sx8 = 0 6 12 4 0 18 lti 17 IS 3x6 = 1x4 II 5x6 WEI 3x4 = 1x4 II 3x6 = 3x4 = 5x6 WB = 0-3-13 , 5-9-5 11-1-1 19-4-9 , 24-8-5 0- - 3 5�-8 5-3-12 8-3-8 5-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.52 13-15 >708 360 TCDL 12.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.83 15-16 >443 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.10 12 n/a n/a BCDL 8.0 Code FBC2020/rP12014 Matrix -MS Attic -0.40 15-16 246 360 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 3-6,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 `Except* 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=8(LC 5) Max Uplift 1=-721(LC 4). 12=721(LC 5) Max Grav 1=1825(LC 10), 12=1825(LC 10) PLATES GRIP MT20 244/190 , Weight: 143 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-7 cc bracing. WEBS 2 Rows at 113 pts 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3997/1468, 2-4=-3380/1137, 4-5=2987/1094, 5-6=257/466, 6-7=-277/563, 7-8=-257/466, 8-9=2987/1094, 9-11=3380/1137, 11-12=3997/1468 BOT CHORD 1-18=-1256/3615, 16-18=-1256/3615, 15-16=739/2923, 13-15=-1248/3615, 12-13=-1248/3615 WEBS 2-16=-768/572, 4-16=-151/734, 5-19=-366811474, 19-20=3648/1478, 8-20=3668/1474, 9-15=-151/734, 11-15=-768/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 14-4-13, Exterior(2E) 14-4-13 to 16-0-13, Exterior(2R) 16-0-13 to 20-4-9, Interior(1) 20-4-9 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. 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-19, 19-20, 8-20 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 at=lb) 1=721, 12=721. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �`�{IJ11►/II PCkUIN VF��I��i ,O G E N S No 68182 v � r r . ?3:_ ST OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. April 2,2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p�a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i Job Truss Truss Type Qty Ply Baron Island Storage T23417510 J40916 B05 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:58 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-YZcRiV?Bu4rOEspzS5y8tDVFAAocdz7Vlm Ui8fzVA5N i 7-3-13 14-2-1 16-3-9 23-1-13 30-5-10 7-3-13 6-10 6-10-4 7-3-13 Scale = 1:53.8 48 = 5.00 12 46 = 14 12 11 9 3x4 = 1x4 II 4x6 = 3x4 = 3x8 = 4x6 — 1x4 II 3x4 = 0-�,13 7-3-13 14-2-1 16-3-9 23-1-13 30-2-13 30�5r10 0-"1-i3 7-1-0 6-10 4 2-1 8 6-10 4 7-1-0 0-2ri3 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-5-4,0-2-0I, [6:0-2-11,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.82 Vert(LL) 0.17 12 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.29 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.10 8 , n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 151 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12, 7-11 REACTIONS. (size) 1=0-8-0, 8=0-8-0 Max Horz 1=8(LC 5) Max Uplift 1=-849(LC 4), 8=849(LC 5) Max Grav 1=1480(LC 9), 8=1480(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3059/1722, 2-4=-2172/1327, 4-5=1977/1321, 517=2175/1328, 7-8=3058/1721 BOT CHORD 1-14=-1470/2726, 12-14=-1470/2726, 11-12=-867/1815, 9-11=-1461/2725, 8-9=-1461/2725 WEBS 2-14=0/273, 2-12=1012/668, 4-12=233/476, 5-11=-268/480, 7-11=1009/666, 7-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.Bpsf; h=17ft; 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 14-2-1, Exterior(2E) 14-2-1 to 16-3-9, Exterior(2R) 16-3-9 to 20-7-5, 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) 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 alive 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 at=lb) 1=849,8=849. QUIN v� PF� lI ,, O . • CE N No 68182 OL•• S O F ..:�� E�% 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 Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building, designer must verify the applicability of design parameters and property incorporate this design into the overall Val building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mo?ek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely/nformation 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 T23417511 J40916 B06GE GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:00 2021 Page 1 ID:sUiidZizgvl17gABNut1?Jy6VYi-UykC7B0RQh5kUAzLZW?cydacUzW 5kXnC4zpCYzVA5L 6-6-13 12-8-1 7-1_; 11 23-10-13 _r 30-5-10 6-6-13 6-1-4 5-1-8 6-1-4 6-6-13 4x8 = 62 4x6 = 63 4 12 10 9 3x4 = 4x6 = 3x8 = 3x4 = 4x6 = 6-6-13 Scale = 1:51.7 3x4 = 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 0.71 BC 0.64 WB 0.77 Matrix -MS DEFL'. in ([cc) I/deft L/d Vert(LL) 0.18 9-10 >999 360 Vert(CT) -0.27 10-12 >999 240 Horz(CT) 0.10 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 224 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-10 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=8(LC 5) Max Uplift 1=-862(LC 4), 6=862(LC 5) Max Grav 1=1480(LC 9), 6=1480(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3103/1789, 2-3=-2340/1447, 3-4=2137/1426, 4-5=-2341/1447, 5-6=-3102/1789 BOT CHORD 1-12=-1544/2774,10-12=-1544/2774,9-10=-1019/1994,7-9=-1536/2773,6-7=-1536/2773 WEBS 2-10=-870/583, 3-10=-192/448, 4-9=206/448, 5-9=-869/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 12-8-1, Exterior(2R) 12-8-1 to 16-11-13, Interior(1) 16-11-13 to 17-9-9, Exterior(2R) 17-9-9 to 22-1-5, Interior(1) 22-1-5 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry . `�� ,Q C:E N • • F� �i� Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. `� '�\ 541 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers -rain loading requirements specific to the use of this truss component. No 68182 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. '• 8) Gable studs spaced at 1-4-0 cc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �O S F •: ram` 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. �i�� •; Q R k `P'• N 11) Provide 6r videmechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ,'�i 62. ss'�Q N A ;'�,,, 11111 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. 5/1912020 BEFORE USE. MatDesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage T23417512 J40916 B07 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:00 2021 Page 1 ID:sU iidZizgv117gABNutl?Jy6VYi-UykC7BORQh5kUAzLZW7cydadszW551SnC4zpCYzVA5L 65-3 12-4-13 18 0-13 24-0-7 30-5-10 6-5-3 5-11-10 5-8-0 5-11-10 6-5-3 4x8 = 21 4x6 = 22 4 12 .. 10 9 7 3x4 — 1x4 II 4x6 = 3x8 = 1x4 II 3x4 = 4x6 = Scale = 1:51.7 3x4 = 0-2,13 6-5-3 12.4-13 18-0-13 24-0-7 30-2-13 30:p 10 0- - 3 6-2-6 5-11-10 5-8-0 5-11-10 6-2-6 0- - 3 Plate Offsets (X,Y)— [3:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 , WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=8(LC 5) Max Uplift 1=-862(LC 4), 6=862(LC 5) Max Grav 1=1480(LC 9), 6=1480(LC 9) CSI. DEFL. in (loc) Vdefl Ud TIC 0.68 Vert(LL) 0.18 9-10 >999 , 360 BC 0.63 Vert(CT) -0.2710-12 >999 240 WB 0.71 Horz(CT) 0.10 6 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 146 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3109/1793, 2-3=-2373/1461, 3-4=2169/1439, 4-5=2373/1461, 5-6=3109/1793 BOT CHORD 1-12=-1549/2781, 10-12=-1549/2781, 9-10=-1039/2029, 7-9=-1541/2780, 6-7=-1541/2780 WEBS 2-10=-840/566, 3-1 0=-1 831441, 4-9=194/441, 5-9=-839/566 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 12-4-13, Exterior(2R) 12-4-13 to 16-8-9, Interior(1) 16-8-9 to 18-0-13, Exterior(2R) 18-0-13 to 22-4-9, Interior(1) 22-4-9 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) 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 atjoint(s) except 0=1b) 1=862, 6=862. \IIIIIIIlly 0 0 1N VF No 68182 ?�:• S OF :QJJ < O R 1 O P C?N��`` olS f� N A; 11111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cleft 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Safety Information available Rom Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage T23417513 J40916 B08GE GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:02 2021 Page 1 ID:sUiidZizgvl 17gABNutl?Jy6VYi-QKryYt2hylLSjU6khw1412fy_nBcZgl4gOSwHQzVA5J 6-3-13 12-2-1 18-3-9 24-1-13 30-5-10 6-3-13 5-10-4 6-1-8 5-104 6-3-13 lu 3x4 = 4x8 = 5x6 = 4x6 = 60 61 4 18-3-9 5x10 = 24-1-13 Scale = 1:51.7 3x4 = LOADING (psf) TCLL '20.0 TCDL 12.0 BCLL 0.0 BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.71 BC 0.63 WB .0.66 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) 0.18 8-9 >999 , 360 Vert(CT) -0.28 8-9 >999 240 Horz(CT) 0.10 6 n/a rile PLATES GRIP MT20 2441190 Weight:.222 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-0 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=8(LC 5) Max Uplift 1=-856(LC 4), 6=856(1_C 5) Max Grav 1=1480(LC 9), 6=1480(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3113/1784, 2-3=-2429/1479, 3-4=2198/1446, 4-5=2402/1463, 5-6=-3113/1783 BOT CHORD 1-10=-1543/2785, 9-10=-154312785, 8-9=-1050/2056, 7-8=-1534/2786, 6-7=1534/2786 WEBS 2-9=-791/540, 3-9=-179/442, 4-8=-179/435, 5-8=-810/549 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=5.Opsf; h=17ft; 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 12-2-1, Exterior(2R) 12-2-1 to 16-5-13, Interior(1) 16-5-13 to 18-3-9, ,j1111111/` Exterior(2R) 18-3-9 to 22-7-5, Interior(l) 22-7-5 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ,��� P(�V IN VFW 4111 Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� ,• �� G E /v S.? ��� to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. No 68182 6) All plates are 1x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) Gable studs spaced at 1-4-0 oc. 0 9) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. i S F 10) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. •, F 11) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ��� • : R Q P'• ♦ ��� 1=856, 6=ass. 11111 Joaquin Velez RE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. -- Design valid for use only with MTek® connector's. 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417514 J40916 B09 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:02 2021 Page 1 ID: sUiidZizgvl 17gABNutl?Jy6VYi-QKryYt2hylLSjU6khwl412f?2n8TZkX4gOSwHQzVA5J 5-6-13 10 8-1 15-2-13 19-9-9 24-10-13 30-5-10 5-6-13 5-1 4 4 6-12 4-6-12 5-1 4 5-6 13 4x4 = 3x4 4x4 = = 3 4 5 13 12 .. 3x4 1x4 II 3x8 =3x6 = = 0-2-,13 5-6-13 10-8-1 3x6 =3x8 = 1x4 II Scale = 1:51.7 3x4 = 19-9-9 24-10-13 1 30-2-13 3045r10 V 0 0- - 3 511-0 5-1-4 9-1-8 t 5-1-4 5-4-0 0-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 9-12 >999 360 MT20 2441190 TCDL 12.0 Lumber DOL - 1.25 BC 0.83 Vert(CT) -0.42 9-12 >864 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.10 7 n/a file BCDL 8.0 Code FBC2020/TP12014 Matrix -MS Weight: 147 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, 7=0-8-0 Max Horz 1=8(LC 5) Max Uplift 1=-863(LC 4), 7=863(LC 5) Max Grav 1=1480(LC 9), 7=1480(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-2 cc purlins. BOT CHORD 4-0-0 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3149/1825, 2-3=-2568/1537, 34=2361/1501, 4-5=2361/1501, 5-6=2568/1537, 6-7=-3149/1825 BOT CHORD 1-13=-1592/2827, 12-13=-1592/2827, 9-12=-1303/2431, 8-9=-1584/2827, 7-8=-1584/2827 WEBS 2-12=-669/494, 3-12=-294/609, 4-12=331/235, 4-9=-331/235, 5-9=-294/609, 6-9=-669/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-8-1, Exterior(21R) 10-8-1 to 15-2-13, Interior(1) 15-2-13 to 19-9-9, Exterior(2R) 19-9-9 to 24-1-5, Interior(1) 24-1-5 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 speck 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 at=lb) 1=863, 7=863. 00P001N 'INN � ENS No 68182 �* 4U �.. S OF. 0NAk- 1111111111 Joaquin Velez PE No.68182 MiTekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pr building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply Baron Island Storage ]TrussType T23417515 J40916 BID Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Mar 22 2021 MTek Industries, Inc. Thu Apr 1 06:34:03 2021 Page 1 ID:sUiidZizgvl 17gABNutl ?Jy6VYi-vXPKID2JjcTJLehwEeYJaGCAJBWgIChEu2BTptzVA51 F 5-3-13 10-2-1 15-2-13 20-3-9 211-13 30-5-10 5-3.13 4-10� 5-0-12 5-0-12 4-10 4 5-3-13 08 = 1x4 II 4x8 = 3 23 4 24 5 14 13— 11- 9 6 3x4 = 1x4 II 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 [nor YES BCDL 8.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=B(LC 5) Max Uplift 1=-861(LC 4). 7=861(LC 5) Max Grav 1=1480(LC 9), 7=1480(LC 9) 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 1x4 II Scale = 1:51.7 3x4 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.54 Vert(LL) 0.20 11 >999 360 MT20 244/190 BC 0.64 Vert(CT) -0.29 11 >999 240 WB 0.36 Horz(CT) 0.10 7 n/a n/a Matrix -MS Weight: 152 lb FT = 0% BRACING - TOP CHORD . Structural wood sheathing directly applied or 3-1-8 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=-3164/1822, 2-3=-2612/1567, 34=2698/1691, 4-5=2698/1691, 5-6=2612/1567, 6-7=-3164/1822 BOT CHORD 1-14=-1593/2843,13-14=-1593/2843,11-13=-1187/2282,9-11=-1179/2282, 8-9=-1585/2843,7-8=-1585/2843 WEBS 2-13=-632/453, 3-13=-152/360, 3-11=-243/440, 4-11=-450/359, 5-11=-243/440, 5-9=-152/360, 6-9=632/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-16• Vult=165m h 3-second gust) Vasd=128m h; TCDL=7.0 sf; BCDL=4.8 sf; h=17ft; Cat. 11; Ex D; Encl. P( 9 ) P P P P . 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, 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i 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=861. 7=861. ,`�1►11111///I/� IN VFW ' G E N 8 No 68182 OF fill Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with posslble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417516 J40916 B11 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:04 2021 Page 1 ID:sUiidZizgvl 17gABNutl?Jy6VYi-NjzjzY3yUwbAynG6oL3Y6TkH Waph1 euN7ixl LJzVA5H 4-6-13 8-8-1 15-2-13 21-9-9 2510-13 30-5-10 4-6-13 4-1 4 6-6-12 6-6-12 4-1-0 4513 5.00 12 3x4 = 4x8 = 4x8 = 5 20 4 21 5 12 10 - e 3x4 = 4x6 = US = 4x6 = 3x4 = Scale = 1:51.7 3x4 = 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 0.77 BC 0.85 WB 0.43 Matrix -MS DEFL. in floc) Udefl Vert(LL) 0.24 10 >999 Vert(CT) -0.34 10-12 >999 Horz(CT) 0.10 7 n/a Lid 360 240 n/a PLATES GRIP MT20 244/190 Weight: 143 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 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=8(LC 5) Max Uplift 1=-861(LC 4). 7=861(LC 5) Max Grav 1=1480(LC 9), 7=1480(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3178/1878, 2-3=-2789/1632, 3-4=3175/1927, 4-5=3175/1927, 5-6=2789/1632, 6-7=-3178/1878 BOT CHORD 1-12=-1652/2868, 10-12=-1280/2471, 8-10=-1280/2471, 7-8=-1644/2868 WEBS 2-12=-446/409, 3-12=-86/355, 3-10=-415/697, 4-10=-602/464, 5-10=-415/697, 5-8=-86/355, 6-8=446/409 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=710psf; BCDL=4.8psf; h=17ft; 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 8-8-1, Exterior(2R) 8-8-1 to 12-11-13, Interior(1) 12-11-13 to 21-9-9, Exterior(2R) 21-9-9 to 26-1-1, Interior(1) 26-1-1 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,�� PQtUIN VFW 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ,� • • G E N • • to the use of this truss component. `� •�\ S'� •.• 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. No 68182 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) 13 $T F . 1=861, 7=861. i nn� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111I 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 ' T23417517 J40916 B12 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MTek Industries, Inc. Thu Apr 1 06:34:05 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-rvX5Au4aFDjl axrJM3bnfhHTQ_Adm37WMMgauIzVA5G 4-3-13 8-2-1 15-2-13 22-3-9 261-13 305-10 4-3-13 3-10-4 7-0-12 7-0-12 3-10 4 4-3-13 ,5.00 12 3x4 = 8-2-1 48 = 20 5x5 = 21 4x8 = 1Z iu u 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = Scale = 1:51.7 3x4 = 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 0.76 BC 0.80 WB 0.56 Matrix -MS DEFL. in Vert(LL) 0.25 Vert(CT) -0.36 Horz(CT) 0.11 (loc) I/defl 10 >999 8-10 >999 7 n/a Ud 360 240 n/a PLATES GRIP MT20 2441190 Weight: 142 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-5,3-4: 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Harz 1=6(LC 5) Max Uplift 1=-860(LC 4), 7=860(LC 5) Max Grav 1=1480(LC 9), 7=1480(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3188/1870, 2-3=-2842/1657, 34=3378/2022, 4-5=3378/2022, 5-6=2842/1657, 6-7=-3188/1870 BOT CHORD 1-12=-1645/2877, 10-12=-1311/2531, 8-10=-1318/2531, 7-8=-1639/2877 WEBS 2-12=-391/368, 3-12=-72/338, 3-10=-493/844, 4-10=-651/500, 5-10=-493/844, 5-8=-72/338, 6-8=391/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE �f 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 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, �tt�� I N Exterior(2R) 22-3-9 to 26-4-2, Interior(1) 264-2 to 30-6-1; cantilever left and right exposed Lumber DOL=1.60 DOL=1.60 ,*%,, PQU •• �� �� ; plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,♦� ,� ,• C E N ♦ .•\ SF•.• �i to the use of this truss component. �♦ \1 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 = .D will fit between the bottom chord and any other members. �O : S T OF 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) Z. 1=860, 7=860. • Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall -•��• building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage T23417518 J40916 B13G Hip Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.43U 5 Mar 22 2U21 MI I ek Industries, Inc. I nu Apr 1 Ub:34:Ub ZU21 rage 1 ID:sU iidZizgv117gABNut17Jy6VYi-J65TOE5COXstC5QVwm6OCugejOXlVYtgaOQ7QBzVA5F 3 6 6 6-7-3 10-11-14 15-2-13 19-5-12 23 10-7 , 26-11-4 , 30-5-10 , 3 6-0 3-0-13 4 4-11 4-2-15 4-2-15 4-4-11 3-0-13 3 6 6 Special Special 4x8 M18SHS — 3x4 = Special Special Special 4x8 M18SHS = ,5.00 12 Special 3x8 M18SHS = 1x4 II Special 3x4 = Special 3 27 428 5 29 30 6 31 32 7 33 34 a 16 1/ 37 16 38 39 34 = 2x4 II 3x4 = Special 3x4 = Special HJC26 Special "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 40 1S 14 41 Special 64 = Special 3x8 = Special 13 42 43 1L 11 3x4 = Special 3x4 = 2x4 II Special HJC26 Scale = 1:50.8 3x6 = 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 NO Code FBC2020rrP12014 CSI. TC 0.72 BC 0.71 WB 0.40 Matrix -MS DEFL. in Vert(LL) 0.63 Vert(CT) ' -0.49 Horz(CT) -0.12 (loc) I/deft Lid 15 >584 360 15 >745 240 10 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 354 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc pudins. 3-5,5-8: 2x4 SP No.1 BOT CHORD 4-0-0 cc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=8(LC 5) Max Uplift 1=-2930(LC 4), 10=2930(LC 5) Max Gram 1=3257(LC 19), 10=3258(LC 19) FORCES. .(Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7657/6985, 2-3=-7651/7134, 3-4=9274/8690, 4-6=9980/9335, 6-7=9980/9335, 7-8=-9277/8692,8-9=-7652/7135,9-10=-7658/6986 BOT CHORD 1-18=-6371/7008, 17-18=-6371/7008, 16-17=-6478/7051, 15-16=8460/9199, 13-15=-8469/9203, 12-13=6470/7052, 11-12=6364/7009, 10-11=6364/7009 WEBS 2-17=-629/588,3-17=-1122/1192,3-16=-2368/2545,4-16=-1186/1264,4-15=-785/845, 6-15=-723/845, 7-15=783/841, 7-13=1184/1263, 8-13=2369/2548, 8-12=1122/1191, 9-12=-628/588 NOTES- ``,t\111111/1j� 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: ,,��OP(�lU IN Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. �j Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. `�� , ,•�� G E NSF.1 Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 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=17ft; 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 6-7-2, Exterior(2R) 6-7-2 to 10-11-14, Interior(1) 10-11-14 to 23-10-7, � S F •� • Exterior(2R) 23-10-7 to 28-2-4, Interior(1) 28-2-4 to 30 6-1; cantilever left and right exposed ;Lumber DOL=1.60 plate grip DOL=1.60 0 O 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. i� OR IV ♦ 6) Provide adequate drainage to prevent water ponding. �j s • • • • • `�% �� 7) All 8) Platesplates checked far a plusplates or minus 0 degree indicated. rotation about its center. ���N A; � �,,,�, 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 (it --lb) Date: 1=2930, 10=2930. April 2,2021 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 propedy Incorporate this design Into the overall A�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 T23417518 J40916 B13G Hip Girder 1 Job Reference (optional) test coast i russ, t-t. rierce, FL - 349415, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:06 2021 Page 2 ID;sU iidZizgv117gABNutl?Jy6VYi-J65TOE5COXslC5QVwm6OCugejOXIVYtgaOQ7QBzVA5F NOTES- 12) Use USP HJC26 (With 16-16d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 17-2-9 oc max. starting at 6-7-8 from the left end to 23-10-2 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) 273 Ib down and 344 Ib up at 8-7-14, 284 Ib down and 365 Ib up at 10-7-14, 274 Ib down and 365 Ib up at 12-7-14, 274 Ib down and 365 Ib up at 14-7-14, 274 Ib down.and 365 Ib up at 15-9-12, 274 Ib down and 365 Ib up at 17-9-12, and 284 Ib down and 365 Ib up at 19-9-12, and 273 Ib down and 344 Ib up at 21.-9-12 on top chord, and 72 Ib down and 52 Ib up at 8-7-14, 71 Ib down and 36 Ib up at 10-7-14, 71 Ib down and 36 Ib up at 12-7-14, 71 Ib down and 36 Ib up at 14-7-14, 71 Ib down and 36 Ib up at 15-9-12, 71 Ib down and 36 Ib up at 17-9-12, and 71 Ib down and 36 Ib up at 19-9-12, and 72 Ib down and 52 Ib up at 21-9-12 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: 14=-53(B) 17=734(B) 12=-734(B) 27=-104(B) 28=119(B) 29=-119(B) 30=-119(B) 31=-119(B) 32=-119(B) 33=-119(B) 34=104(B) 37=-58(B) 38=-53(B) 39=-53(B) 40=-53(B) 41=53(B) 42=-53(B) 43=-58(B) 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -Lr••��Y©q a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the AiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 1 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 l Job Truss Truss Type Qty Ply Baran Island Storage - T23417519 J40916 B14G Hip Girder 1 2 Job Reference (optional) Cast L oast I fuss, ri. rlerce, rL - d4y40, tl.49U s mar zz zuzl mi I eK InaUSlnes, Inc. I nU Apr 1 UO:J4:Ut1 zuzl rage 1 ID:sUiidZizgvl 17gABNutl?Jy6VYi-FUDDow6SY86bRPau1 BSUHJvzpCBrzRLz2KvEU4zVA5D 3-3-6 6-1-3 10-8-14 15-2-13 19-8-12 24 4 8 27-2-4 30-5-10 3-3-6 2-9-13 4-7-11 4-5-15 4-5-15 4-7-11 2-9-13 3-3� Special Special 4x8 M18SHS = 3x4 = Special Special 5.00 12 Special Special 3x8 M18SHS = lx4 11 3 26 27 4 5 28 6 29 Special Special 3x4 = Special 30 7 31 32 4x8 M18SHS = 8 Scale = 1:51.1 10 1/ 34 35 10 36 37 10 14 38 39 14 40 41 1z 11 . 3x8 = 2x4 11 3x4 = Special 3x4 = Special Special r US = Special 3x4 = Special 3x4 = 2x4 II 3x8 = HJC26 Special 3x8 = Special HJC26 Special Special 3 3-3-6 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 NO Code FBC2020/TP12014 CSI. TC 0.81 BC 0.77 WB 0.46 Matrix -MS DEFL. in Vert(LL) 0.73 Vert(CT) -0.58 Horz(CT) -0.13 floc) Vdefl Ud 15. >603 360 15 >633 240 10 n/a n/a PLATES GRIP I MT20 244/190 M18SHS 2441190 Weight: 350 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins.' 3-5,5-8: 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Harz 1=6(LC 15) Max Uplift 1=-3055(LC 4), 10=3058(LC 5) Max Grav 1=3380(LC 19). 10=3382(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7911/7241, 2-3=-8031/7484, 3-4=10105/9476, 4-6=11029/10360, 6-7=-11029/10360,7-8=-10113/9488,8-9=-8036/7493,9-10=-7916/7249 BOT CHORD 1-18=-6605t7246, 17-18=-660517246, 16-17=-6817/7420, 15-16=-9261110036, 13-15=-9279/10043, 12-13=6822/7425,.11-12=6606/7251, 10-11=6606/7251 WEBS 2-18=-242/289, 2-17=-661/632, 3-17=1130/1226, 3-16=2807/2993, 4-16=1272/1362, 4-15=-1032/1065,6-15=805/970,7-15=-1019/1056,7-13=1274/1364,8-13=2811/2995, B-1 2=-1 13011226, 9-12=-662/633, 9-11=-242/289 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to' distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4 Wind: ASCE 7-16• Vult=165m h (3-secondgust) Vasd=128m h• TCDL=7.0 sf• BCDL=4.8 sf• h=17ft, Cat. II• Exp D• E c I., 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 10-4-15, Interior(1) 10-4-15 to 24-4-7, Exterior(2R) 24-4-7 to 28-84, Interior(1) 28-8-4 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 (jt=lb) 1=3055, 10=3058. Continued on page 2 0 00`�11111111����'' PaviN vF� ENS F2 ��i� No 68182 �-10 i� S OF 4#s`SlO fllll Joaquin Velez PE No.68182 MITek,USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate thisdesign Into the overall HT 11' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417519 J40916 B14G Hip Girder 1 2 ] Job Reference (optional) cast L oast I russ, m. Pierce, FL - MV4b, 8.430 s Mar 22 2021 MITek Industries, Inc. Thu Apr 1 06:34:08 2021 Page 2 ID:sUiidZizgvl 17gABNutl?Jy6VYi-FUDDow6SY86bRPau1 BBUHJvzpCBrzRLz2KvEU4zVA5D NOTES- 12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 18-2-10 oc max. starting of 6-1-8 from the left end to 24-4-2 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) 279 Ib down and 351 Ib up at 8-1-14, 273 Ib down and 351 Ib up at 10-1-14, 264 Ib down and 351 Ib up at 12-1-14, 264 Ib down and 351 Ib up at 14-1-14, 264 Ib down and 351 Ib up at 15-2-13, 264 Ib down and 351 Ib up at 16-3-12, 264 Ib down and 351 Ib up at 18-3-12, and 273 Ib down and 351 Ib up at 20-3-12, and 279 Ib down and 351 Ib up at 22-3-12 on top chord, and 67 Ib down and 42 Ib up at 8-1-14, 67 Ib down and 42 Ib up at 10-1-14, 67 Ib down and 42 Ib up at 12-1-14, 67 Ib down and 42 Ib up at 14-1-14, 67 Ib down and 42 Ib up at 15-2-13, 67 Ib down and 42 Ib up at 16-3-12, 67 Ib down and 42 Ib up at 18-3-12, and 67 Ib down and 42 Ib up at 20-3-12, and 67 Ib down and 42 Ib 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=-109(F) 17=-707(F) 15=-54(F) 6=-109(F) 12=-707(F) 26=-109(F) 27=-109(F) 28=-109(F) 29=109(F) 30=109(F) 31=-109(F) 32=-109(F) 34=54(F) 35=-54(F) 36=-54(F) 37=54(F) 38=54(F) 39=-54(F) 40=-54(F) 41=-54(F) ' WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Iv111-7473 rev. 5/1912020 BEFORE USE. ��' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fP/1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage T23417520 J40916 B15 Roof Special 1 1 Job Reference (optional) East Coast Truss, R. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:09 2021 Page 1 ID:sUiidZizgv117gABNutl?Jy6VYi jgmcOG74JSES3Z94bApXSBLbZDiul6H_enl WzVA5C 5-6-13 10-4-13 12-8-10 15-2-13 17-9-0 20-0-13 24-10-13 30-5-10 5 6 13 4-10-0 2-3-13 2.6-3 2 6-3 2-3 13 4-10-0 5 6-13 48 = dvd = 4x4 = did = 1— — Scale = 1:53.5 V d 3x4 — 3x6 II 3x4 = 3x6 = 3x8 = 3x4 = 3x6 II 3x4 = 3x8 = 3x6 = 0-ZL 5-6-13 10-4-13 12$-10 17-9-0 20-0-13 2410-13 30.2-13 30.�5r10 0- - 3 5 4-0 4-10-0 2-3 13 5-0Fi 2 3 13 4-10-0 5-4-0 0-1'n-13 Plate Offsets (X,Y)— [3:0-5-4,0-2-01,[7:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL ', 1.25 TC 0.57 Vert(LL) 0.17 10-23 >401 360 MT20 2441190 TCDL 12.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.15 10-23 >446 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.04 10 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MS Weight: 176 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 *Except* 2-17,8-10: 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 9=0-8-0, 10=0-8-0 Max Horz 1=50(LC 5) Max Uplift 1=-683(LC 5), 9=430(1_C 5). 10=-1489(LC 5) Max Grav 1=1139(LC 9), 9=59(LC 12), 10=1814(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2314/1446, 2-3=1712/1176, 3-4=1555/1157, 4-5=1737/1331, 5-6=1293/1065, 6-7=-1148/928, 7-8=-943/7l 1, 8-9=163/683 BOT CHORD 1-17=-1286/2059, 16-17=-1286/2059, 14-16=-864/1445, 13-14=-572/1040, 11-13=-345/697, 10-11=-600/211, 9-10=-600/211 WEBS 2-16=-696/476, 3-16=-188/357, 4-14=796/632, 5-14=-683/970, 6-13=-641/555, 7-113=559/762, 7-11=-615/443, 8-11=635/1466, 8-1 0=1 708/1043 Structural wood sheathing directly applied or 3-7-10 cc purlins. Rigid ceiling directly applied or 5-2-2 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=17ft; 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 10-4-13, Exterior(2E) 10-4-13 to 12-8-10, Interior(1) 12-8-10 to 15-2-13, Exterior(2E) 15-2-13 to 17-9-0, Interior(1) 17-9-0 to 20-0-13, Exterior(2R) 20-0-13 to 23-1-7, Interior(l) 23-1-7 to 30-6-1; cantilever left and right exposed ; porch 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 atjoint(s) except Qt=lb) 1=683,9=430,10=1489. ``��►IIIIIIIII�� `���OPpIUIN No 68182 ST OF :*4U 441 1ONA E�%"` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformatlon 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 T23417521 J40916 B16 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:09 2021 Page 1 ID:sUiidZizgv117gABNutl?Jy6VYi jgmcOG74JSES3Z94bvfjpXS9ebZaimo6H_en1 WzVA5C 5-0-13 8.4-13 15 2-13 22-0-13 24 10-13 30-5-10 5-8-13 2-10-0 6-10-0 6-10-0 2-10-0 5-0-13 4x8 = 5.00 12 1x4 II 4x8 = 23 Y 24 5 Scale = 1:51.7 3x4 = 3x6 II 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 3x6 II 3x4 = 8-4-13 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 12.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14,6-8: 2x6 SP No.2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.68 Vert(LL) ' 0.16 8-20 >418 360 MT20 244/190 BC 0.67 Vert(CT) -0.18 11-13 >999 240 WB 0.96 Horz(CT) 0.04 8 n/a n/a Matrix -MS Weight: 150 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. REACTIONS. (size) 1=0-8-0, 7=0-8-0, 8=0-8-0 Max Horz 1=8(LC 5) Max Uplift 1=667(LC 4), 7=420(LC 5), 8=-1453(LC 4) Max Grav 1=1126(LC 9). 8=1886(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2256/1328, 2-3=-1907/1183, 3-4=1798/1178, 4-5=1798/1178, 5-6=520/439, 6-7=-197/850 BOT CHORD 1-14=-1127/2000, 13-14=-1127/2000, 11-13=-855/1664, 9-11=-122/325, 8-9=759/236, 7-8=-759/236 WEBS 2-13=-453/360, 3-13=-173/365, 4-11=639/496, 5-11=-889/1560, 5-9=-858/491, 6-9=-471/1444, 6-8=1790/921 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 8-4-13, Exterior(2R) 8-4-13 to 12-8-9, Interior(1) 12-8-9 to 22-0-13, Exterior(2R) 22-0-13 to 26-4-9, Interior(1) 26-4-9 to 30-6.1; cantilever left and right exposed ; porch 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 speck 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 atjoint(s) except at=lb) 1=667, 7=420, 8=1453. `'It1111111/���' 0 PQUIN Vk- No 68182 *� �* S V F •�� Joaquin Velez PE No.68182 MTek,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 Mll-7473 rev. 5/l9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall`• building design. Bracing Indicated is to prevent buckling of individual truss web and/or 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 T23417522 J40916 B17G Hip Girder 1 Job Reference (optional) tast l'oasi I russ, rL merce, rL - 341440, OAOU s color LL LVL I w11 I eK HILI S Ile6, IIIG. I I IU Mp1 I U-4. 1 1 a 41 rage I ID:sU iidZizgv117gABNut1?Jy6VYi-g3uMRy9Lg3UAIsITiJhBvyXRIPD5Ahfpkl7u5PzVA5A 3-0-13 6 4 13 12-3-8 15 2-13 18-2-2 24-0-13 _ _ 27 4-13 30-5-10 3-6-13 3-4-0 5-10-11 2 -5 2-11-5 5-10-11 3-4-0 3-0-13 ' 6x10 M18SHS = 5.00 F12 Special Special 3 25 26 ct 0 Scale = 1:51.1 Special Special 6x10 M18SHS = 2x4 II 6x6 = 3x4 = 2x4 II Special Special Special 4 5 6 27 7 28 29 8 it 16 31 32 33 10 34 14 18 35 36 37 _ 12 3x8 = 2x4 II 7x6 = Special Special 7x10 Special 6x6 = 7x10 Special Special HJC26 7x6 = 4 II 3x8 = HJC26 THD26-2 Special THD26-2 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 18-2-2 24-10-13 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 NO Code FBC20201TP12014 CSI. TIC0.92 BC 0.80 WB 0.94 Matrix -MS DEFL. in (loc) I/deft Lid Vert(LL) 0.51 13-15 >593 360 Vert(CT) 0.40 13-15 >751 240 Horz(CT) -0.07 12 n/a n/a PLATES MT20 M18SHS Weight: 388 lb GRIP 2441190 244/190 FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins. 3-5,5-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 8-13 WEBS 2x4 SP No.3 `Except* 3-16,8-12: 2x8 SP DSS, 3-15,8-13: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 10=0-8-0, 12=0-8-0 Max Horz .1=-8(LC 4) Max Uplift 1=-3095(LC 4), 10=-2295(LC 26), 12=8321(LC 5) Max Grav 1=3238(LC 26), 10=2339(LC 5), 12=7987(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7465/7240, 2-3=-7931/7822, 34=10033/10241, 4-6=-10028/10234, 6-7=-6314/6539, 7-8=-6318/6545, 8-9=-6262/6220, 9-1 0=-5943/5916 BOT CHORD 1-17=-6615/6843, 16-17=-6615/6843, 15-16=-6741/6882, 13-15=8290/8224, 12-13=-3306/3383, 11-12=5440/5518, 10-11=5440/5518 WEBS 2-17=-552/592, 2-16=-886/827, 3-16=-1092/1224, 3-15=3621/3382, 4-15=1206/1502, 6-15=-2314/2323, 6-13=-2653/2637, 7-13=-1131/1424; 8-13=-10679/10502, 8-12=-7845/8149,9-12=-357/470 NOTES-, ,�� PQUIN V�� III 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: �� O F ♦i Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. ,�� .' �\ C' E S'�+•? �i♦ 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, 2x8 - 2 rows staggered at 0-9-0 oc. No 68182 o 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., .S T E F •� GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3 0-13, Interior(1) 3-0-13 to 6 4 13, Exterior(2R) 6-4 13 to 10-8-9, Interior(1) 10-8-9 to 24-0 13, 0 O Exterior(2R) 24-0-13 to 28-4-9, Interior(1) 28-4-9 to 30-6-1; cantilever left and right exposed ; porch right exposed; Lumber ♦♦ ,r' �C` Q' •: _ ,� DOL=1.60 plate grip DOL=1.60 ♦ 4 0 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificto the use of this truss component. ♦j♦ l�s� ' •' �>� �� 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. Joaquin Velez PE No.68182 8) Plates checked for a plus or minus 0 degree rotation about its center. ' MITek USA, Inc. FL Cert 6634 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610 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 Date: will fit between the bottom chord and any other members. April 2,2021 Continued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke 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 T23417522 J40916 B17G Hip Girder 1 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, ' 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:11 2021 Page 2 ID:sU iidZizgvl 17gABNut17Jy6VYi-g3uMRy9Lg3UA1sITiJhBvyXRIPD5Ahfpkl7u5PzVA5A NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=3095, 10=2295, 12=8321. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 17-7-4 oc max. starting at 6-5-3 from the left end to 24-0-7 to connect truss(es) to back face of bottom chord. 14) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 5-10-11 oc max. starting at 12-3-8 from the left end to 1 B-2-2 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 486 lb down and 732 lb up at 12-3-8, 486 lb down and 732 lb up at 18-2-3, 291 lb down and 364 lb up at 8-5-9, 285 lb down and 364 lb up at 10-5-9, 188 lb down and 250 lb up at 14-2-9, 188 lb down and 250 lb up at 16-3-1, 285 lb down and 364 lb up at 20-0-1, and 291 lb down and 364 lb up at 22-0-1, and 591 lb down and 699 lb up at 24-0-13 on top chord, and 69 lb down and 36 lb up at 8-5-9, 69 lb down and 36 lb up at 10-5-9, 279 lb down and 225 lb up at 14-2-9, 279 lb down and 225 lb up at 16-3-1, and 69 lb down and 36 lb up at 20-0-1, and 69 lb down and 36 lb up at 22-0-1 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, 18-21=-16 Concentrated Loads (lb) Vert: 5=-47(B) 8=-73(B) 14=223(B) 15=877(13) 4=401(F) 7=-401(F) 13=877(13) 25=-122(B) 26=-122(B) 27=47(13) 28=-122(B) 29=-122(B) 31=720(B) 32=-53(B) 33=-53(B) 34=-223(B) 35=-53(B) 36=-53(B) 37=-15(B) ® 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 desigifer 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 MITe�• 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 ANSYrPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T234'17523 J40916 BIB Common 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946; 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:12 2021 Page 1 ID:sUiidZizgvl17gABNutl?Jy6VYi-BFSkel9zbNclwOtfG1 DQR94kDpgRvMjYzytSdrzVA59 3-3-13 6-7-10 3-3-13 3-3-13 ' 4x4 = ILE 12 2x4 = 2x4 = 3-3-13 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 12.0 Lumber DOL 1.25 BC 0.34 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 8.0 Code FBC2020frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-0, 3=0-4-0 Max Horz 1=50(LC 5) Max Uplift 1=-509(LC 5), 3=480(LC 4) Max Grav 1=388(LC 9), 3=388(LC 9) FORCES. (lb) - Max.'Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-554/690, 2-3=554/694 BOT CHORD 1-4=-503/443, 3-4=503/443 DEFL. in (loc) I/defl Ud Vert(LL) 0:02 4-7 >999 , 360 Vert(CT) 0.02 4-7 >999 240 Horz(CT) -0.00 3 n/a n/a Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 23 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 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=17ft; 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 3-3-13, Exterior(2R) 3-3-13 to 6-2-1, Interior(1) 6-2-1 to 6-8-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=509, 3=480. Im 0 ,�\{111111lI PQU I N Vj�'����i No 68182 • OF • 4L/ S'ONA�%�. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T �k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi Y fabdcalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/lPif Quality Cdteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf; MD 2D601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage / T23417524 J40916 B19G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3-0-0 6.43U s mar[ zuzl mi I eK Inaustries, Inc. I nU Apr I ub:34:13 eu/ I rage I ID:sU iidZizgv117gABNutl?Jy6VYi-cSO6sdAbMhkuXASrgkkf_Ncu3D_ueoliBcc?AlzVA58 Scale = 1:14.3 4x4 = 3x4 = 3x4 = Q-2-1$ 3-0-0 3-3-13 3-7-10 6-4-13 fj-7-1Q (h 2-1 2-9-3 03 3 0-3-13 ' 2-9-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4 >999 360 MT20 2441190 TCDL 12.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.03 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.1,0 Horz(CT) -0.01 3 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 23 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 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-0, 3=0-4-0 Max Horz 1=5(LC 5) Max Uplift 1=-642(LC 4), 3=619(LC 5) Max Grav 1=521(LC 19), 3=508(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-868/1093, 2-3=-870/1092 BOT CHORD 1-4=-886/742, 3-4=886/742 WEBS 2-4=-408/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Extedor(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 3-3-13, Exterior(2E) 3-3-13 to 6-8-1; 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 `�;1111111/�� to the use of this truss component. 4) Plates for 0 degree its center. ��� P U N checked a plus or minus rotation about , , 5) This truss has been designed fora 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 • �� , .• �� G E N ,9 •? ��� will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 68182 r •; 1=642, 3=619. * 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 465 lb down and 449 lb up at 3-3-13, and 314 lb down and 326 Ito up at 3-7-10 on top chord, and 174 lb down�and 310 lb up at 3-0-0, and 65 lb down and 71 Ito �: up at 3-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ,•, �O•••• S i ••��: 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 4,� LOAD CASE(S) Standard Dead + Roof Live Plate Increase=1.25 1) �T • Fi Q e'• ����, UniformLoads I� Verta2-3tl64, 5-81er16crease=1.25, 1264 11111 Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 2=-35(B) 4=-22(B) 12=14(B) 13=121(B) 14=-18(B) MITek,USA, Inc. FLCert6634 6994 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design. parameters and properly incorporate this design into the overall p �� building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdralion, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Truss Type Qty Ply Baron Island Storage T23417525 J40916 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 06:34:13 2021 Page 1 ID:sUiidZizgvl17gABNutl?Jy6VYi-cS06sdAbMhkuXASrgkkf NcsoDw8edbiBcc?AlzVA58 12-11-9 19-4-9 5-11.11 11-1-1 12-2.7 15-2-13 17-6-1 a-3-$ 24-5-1.9 30.5.10 5-11-11 5-1-6 1-1-6 -9-2 2.3-4 _2.3-4 -9- 1-1-6 5-1-6 5.11.11 Scale = 1:51.9 4x4 = V Ic; d 15 -- 13 12 10 3x6 = 1x4 II 5x6 WB= 3x4 = 1x4 II 3x6 = 3x4 = 5x6 WB = 19-4-9 24-5-15 30-2-13 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 0.60 BC 0.76 WB 0.78 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) Udefl Lid -0.51 10-12 >722 360 -0.82 12-13 >445 240 0.10 9 n/a n/a -0.40 12-13 247 360 PLATES GRIP MT20 244/190 Weight: 143 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 2-5,5-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-6-13 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=19(LC 5) Max Uplift 1=-726(LC 4), 9=-726(LC 5) Max Grav 1=1825(LC 10), 9=1825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3981/1470, 2-3=-3375/1152, 34=2977/1101, 4-5=173/308, 5-6=-173/308, 6-7=-2977/1101, 7-8=-3375/1152, 8-9=3981/1470 BOT CHORD 1-1 5=-1 241/3596, 13-15=-1241/3596, 12-13=-745/2912, 10-12=-1236/3596, 9-10=-1235/3596 WEBS 7-12=-1691763, 8-12=-772/561, 3-13=-169/763, 2-13=-772/561, 4-16=-3454/1368, 6-16=-3454/1368 1•IIIIIIIIIII, NOTES- ,,`% �� PQUIN VF` try, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl., ,•�\ G E lv S�. C� ice, ♦♦♦ GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-073 to 15-2-13, Exterior(2R) 15-2-13 to 18-3-7, Interior(1) 18-3-7 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) 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. S F 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 ����(! ••: < Q Q;•• \��� members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16 p R �j s • • • • �� 9) Bottom ord live load (30.0 pso and additional bottom 10) Provide mechanical connection (by others) ) of truso bearing plate capable uplift t of withstanding 100 lb up o dejoint(s) except Qt=lb) 1=726, 9=726. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 1 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 I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire' 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 ANSIfrPlf Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type Clty Ply Baron Island Storage T23417526 J40916 V4 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:15 2021 Page 1 ID:sUiidZizgvl17gABNutl?Jy6VYi-Yg8tGJCruI cnUcEx9m73oiJg01b6j1?fw56EAzVA56 2-M 4-0-0 3x4 = Scale = 1:7.5 5.00 12 2 3 1 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) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 8.0 Code FBC2020rrP12014 Matrix-P Weight:.10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Harz 1=20(LC 5) Max Uplift 1=-211(LC 5). 3=191(LC 5) Max Grav 1=152(LC 9), 3=152(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-181/275, 2-3=181/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.Bpsf; h=17ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 211 lb uplift at joint 1 and 191 lb uplift at joint 3. "tJ111111111,��,' pUIN VF�� J .' DENS�.� 4��. No 68182 �: ST OF :4u�/ nnl Joaquin Velez PE No:68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon. parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSI/TPN Quality Criteria, DSO-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417527 J40916 V6 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 06:34:15 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-YgBtGJCrul_cnUcEx9m73oiA30kF6hl?fw56EAzVA56 3-1-0 6-2-0 3-1-0 3-1-0 Scale = 1:12.8 4x4 = 1 0 � o 6 5 4 . I 2x4 1x4 I 6-9-12 2x4 6-2-0 6-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix-P Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-2-0, 3=6-2-0, 5=6-2-0 Max Horz 1=44(LC 5) Max Uplift 1=-285(LC 5), 3=241(LC 5), 5=-395(LC 5) Max Grav 1=191(LC 9). 3=191(LC 9), 5=342(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-281/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); 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 285 lb uplift at joint 1, 241 lb uplift at joint 3 and 395 lb uplift at joint 5. ' �1111111/lll ,,oPQvIN �� �.• GE•Ng .1 �% No 68182 :?� •:• ST OF 4/ RIO .,J*5's,� rnn Joaquin Velez PE No:68182 MiTek IJSA, Inc. FL Gert 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 Mll-7473 rev. 5/19/2020 BEFORE USE. Nil' valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r� lr building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing — MI!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Type Qty Ply Baron Island StorageT23417528 TV, J40916 V8 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 2x4 tx4 II 8.430 s Mar 22 2021 M7i ek Industries, Inc. Thu Apr 1 06:34:16 2021 Page 1 ID:sUiidZizgvl 17gAB Nutt?Jy6VYi-01 hFUfDTfc6TOdBQVtHMb?EKS049r9c8uarfmczVA55 8-M 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) n/a n/a 999 TCDL 12.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a file BCDL 8.0 Code FBC2020frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=40(LC 5) Max Uplift 1=-274(LC 5), 3=235(LC 5), 4=-375(LC 5) Max Grav 1=191(LC 9). 3=191(LC 9), 4=351(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-285/415 2x4 Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); 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 274 lb uplift at joint 1, 235 lb uplift at joint 3 and 375 lb uplift at joint 4. PCIO N VF�����i E IV No 68182 r � :• ST OF �/� N A C� �. fin{ Joaquin Velez PE No.68182 MITek USA, Inc. FL Gert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date. April 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only 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 ANSIMP/f 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 T23417529 J40916 V11 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 06:34:14 2021 Page 1 ID:sUiidZizgvl17gABNut1?Jy6VYi-4eaV3zBD7 si9K110SFuWa94tcO9NEirQGMYikzVA57 5-3-5 10-6-10 5-3-5 5-3-5 Scale = 1:16.7 4x4 = 8 7 6 2x4 1x4 II 1x4 II 1x4 II 2x4 10-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.39 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 0.15 Horz(CT) 0.00 5 Ilia n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix-S Weight: 36 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-6-10. (lb) - Max Harz 1=-28(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=145(LC 4), 5=-140(LC 5), 7=108(LC 6), 6=-507(LC 4), 8=-507(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=398(LC 9), 8=398(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-319/506, 2-8=319/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph;'TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 5-3-5, Exterior(2R) 5-3-5 to 8-3-14, Interior(1) 8-3-14 to 9-9-14; 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 145 lb uplift at joint 1, 140 lb uplift at joint 5, 108 lb uplift at joint 7, 507 lb uplift at joint 6 and 507 lb uplift at joint 8. ``�ti►111111/��� PQUIN No 68182 �t Inn Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design validfor use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI?p/f 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 T23417530 J40916 ZCJ1 Jack -Open 12 1 Job Reference o tional - East Coast Truss, Ft. Pierce, FL - 34946, 2x3 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:16 2021 Page 1 ID:sUiidZizgvl 17gAB Nutt ?Jy6VYi-01 hFUfDTfc6TOdBQVtHMb?EUVQ4KrAX8uarfmczVA55 0-11-4 m 0 v d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d' TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 6 n/r 120 TCDL 12.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 8.0 Code FBC2020/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-264(LC 4), 3=330(LC 4) Max Uplift 2=-314(LC 4) Max Grav 2=77(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/97 BOT CHORD 1-3=-82/330 Scale = 1:6.8 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C 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 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 314 lb uplift at joint 2. ,I►illlllill toO No 68182 r 9O: S OF 01 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. nil' 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 pek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfPII 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 T23417531 J40916 ZCJ1A 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 06:34:17 2021 Page 1 ID:sUiidZizgvl17gABNutl?Jy6VYi-UDFdh?D5QvEKOnmc3aob8DnhzgSfadnH6DaDJ3zVA54 0-11-4 0-11-4 Scale = 1:6.8 %11IJ U,f it! 0" 0IN VF�����i .` J ENS' y No 68182 • :p • ST VOF is 10 IN A11111, 00` Joaquin Velez PE No:68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 360 TCDL 12.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >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 FBC2020frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-4-0 Max Horz 1=65(LC 4) Max Uplift 2=-46(LC 4), 3=-12(LC 4), 1=76(LC 4) Max Grav 2=25(LC 9), 3=8(LC 6), 1=83(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES ' GRIP MT20 244/190 Weight: 3 lb FT = 0% Structural wood sheathing directly applied or 0-11-4 oc purlins. 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.Bpsf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed�for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 46 lb uplift at joint 2, 12 Ito uplift at joint 3 and 76 lb uplift at joint 1. April 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE All-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pr iTek` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Quality Criteria, DSS-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 T23417532 J40916 ZCJ3 Jack -Open 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 12.0 Lumber DOL 1.25 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 8.0 Code FBC2020fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=198(LC 4) Max Uplift 1=-155(LC 4). 2=21O(LC 4), 3=-41(LC 4) Max Grav 1=159(LC 9), 2=137(LC 9), 3=51(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Mar 22 2021 MTek Industries, Inc. Thu Apr 1 06:34:17 2021 Page 1 ID: sU iidZizgvl 17gABNutl ?Jy6VYi-UD Fdh?D 5QvE KOnm c3aob8DnchgMVadnH6DaDJ 3zVA54 2-11-4 Scale = 1:11.0 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.01 3-6 >999 360 MT20 244/190 Vert(CT) -0.01 3-6 >999 240 Horz(CT) -0.00 2 n/a n/a Weight: 9 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C 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 speck 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 155 lb uplift at joint 1, 210 lb uplift at joint 2 and 41 lb uplift at joint 3. 00I N V j_ No 68182 � r r • � ?�:•• ST OF :��/ A, : � nnl Joaquin Velez PE No.68182 MTTek USA, Inc, FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Mel( ek` building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iUliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417533 J40916 ZCJ5 Jack -Open 12 1 Job Reference (optional) Last (:oast I russ, Ft. Pierce, hL - 3454b, 3x3 = 8.430 s Mar 22 2021 MITek Industries, Inc. Thu Apr 1 06:34:18 2021 Page 1 ID:sU iidZizgvl 17gABNUt1?Jy6VYi-yPp?vLEkBDMAexLpdHJghQKhaEdvJ31 RLtKmrVzVA53 4-11-4 4-11-4 4-11 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.09 3-6 >620 360 TCDL 12.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.08 3-6 >783 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 8.0 Code FBC2020rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=325(LC 5) Max Uplift 1=263(LC 4), 2=363(LC 5), 3=-55(LC 5) Max Grav 1=270(LC 9), 2=236(LC 9), 3=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.1 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3,1nterior(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 263 lb uplift at joint 1, 363 lb uplift at joint 2 and 55 lb uplift at joint 3. �Illlltl//1I OU IN No 68182 • ?�•. ST OF �4/� 10NA �1����`� /11111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date. April 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall Del 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 ANSIMP11 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 T23417534 J40916 ZEJ3 Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 3-0-0 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:18 2021 Page 1 ID:sUiidZizgvl l7gABNut1?Jy6VYi-yPp?vLEkBDMAexLpdHJghQKnBEh4J31 RLtKmrVzVA53 Scale = 1:11.2 2x3 = ,0-2-13 -2-13 3-0-0 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 3-6 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.01 3-6 >999 240 BOLL 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: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 10-0-0 oc bracing. REACTIONS. (size) 1=0-4-0, 2=Mechanical, 3=Mechanical Max Horz 1=202(LC 4) Max Uplift 1=-159(LC 4), 2=-215(LC 4), 3=-41(LC 4) Max Grav 1=163(LC 9), 2=140(LC 9), 3=52(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- I 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 159 lb uplift at joint 1, 215 lb uplift at joint 2 and 41 lb uplift at joint 3. % PQUIN VFW I E 1V S F1' No 68182lo t7: Z Y ...� • �?�:• ST OF �i�s ••. � R 1. C? �` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with-MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Inv 11• 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss , Truss Type Qty Ply Baron Island Storage T23417535 J40916 ZEJ6 Jack -Open 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3x4 = 1015 .LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 12.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 Rep Stress Incr YES WB 0:00 BCDL 8.0 Code FBC2020frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=367(LC 5) Max Uplift 1=-303(LC 4), 2=433(LC 5), 3=-50(LC 5) Max Grav 1=329(LC 9). 2=292(LC 9). 3=103(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:20 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-voxm K1 GJgcuIFUBkiM ImrP?ul FinzXkoBptvOzVA51 6-1-3 DEFL. in (loc) ' I/deft Ud Vert(LL) 0.18 3-6 >400 360 Vert(CT) -0.15 3-6 >478 240 Horz(CT) -0.01 2 n/a n/a Scale = 1:17.5 n N PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 4-0-0 on; bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. It; Exp D; Encl., GCpi=0.18; C-C Exterior(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 303 lb uplift at joint 1, 433 lb uplift at joint 2 and 50 lb uplift at joint 3. rrrr u'r r��ic 00 p,Q1�I N ,fib E 'N No 68182 Z + :?� • ST OF : 44/� 11; f#R V � nnr Joaquin Velez PE No,68182 MiTek USA, Inc. FL Gert6634 6904 Parke fast Blvd. Tampa FL 33610 Date: April 2,2021 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 T23417536 J40916 ZEJ6A Monopitch 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3x4 = 6-1-3 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:21 2021 Page 1 ID:sUiidZizgvl 17gABNutl?Jy6VYi-N_V8XMGcU8klVP301Q003y9JRaoWQntl rYQSgzVA50 2x4 II 3x6 II Scale = 1:18.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.18 3-6 >397 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.15 3-6 >468 240 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 -MP Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD- 4-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=354(LC 4) Max Uplift 1=-303(LC 4), 3=-460(LC 5) Max Grav 1=325(LC 9), 3=378(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/410 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 5-11-7; 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 speck 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 303 lb uplift at joint 1 and 460 lb uplift at joint 3. ��tunurrh IN DENS ♦�� ���'� F� �.0 No 68182 OF 4tJ �O N A % lilt t Joaquin Velez PE No.68182 MiTek;USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeit• 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 ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute. 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage T23417537 J40916 ZEJ68 Jack -Open 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:21 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-N_V8XMGcU8klVP301QUC13yAORd7 WQnt1 rYQSgzVA50 6-4-13 6-4-13 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TIC0.85 Vert(LL) 0.19 3-6 >402 360 TCDL 12.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.17 3-6 >462 240 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 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=376(LC 5) Max Uplift 1=-310(LC 4), 2=453(1_C 5), 3=-41(LC 5) Max Grav 1=343(LC 9), 2=310(LC 9), 3=105(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.1 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% BRACING-' TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.Bpsf; h=17ft; 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 6-4-1; 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 310 lb uplift at joint 1, 453 lb uplift at joint 2 and 41 lb uplift at joint 3. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %,% QUIN VFW-*'r� P�i N0 68182 r � .0) ` OF 4U %s Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSIITP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baron Island Storage T23417538 J40916 ZEJ6C Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:22 2021 Page 1 ID:sUiidZizgvl 17gABNut1?Jy6VYi-rB3WkiHEFStc6Yeas7OmrGUR_r4bFoV1 GVI_GZVA5? 2-4-13 6-4-13 2-4-13 4-0-0 LOADING (psf) TCLL 20.0 TCDL 12.0 BCLL 0.0 BCDL 8.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 = SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TIC 0.51 Lumber DOL 1.25 BC 0.35 Rep Stress Incr NO WB 0.35 Code FBC2020/rP12014 Matrix -MP REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 1=376(LC 5) Max Uplift 1=-432(LC 4), 3=281(LC 5), 4=-289(LC 5) Max Grav 1=545(LC 9), 3=185(LC 9). 4=338(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1066/772 BOT CHORD 1-6=-1053/1079, 5-6=-1053/1079 WEBS 2-5=-112711099 DEFL. in (loc) I/defl Ud Vert(LL) 0.04 5-6 >999 360 Vert(CT) -0.04 5-6 >999 240 Horz(CT) -0.01 4 n/a n/a Scale = 1:19.0 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.Bpsf; h=17ft; Cat. II; Exp D; Encl., GCpi=0A8; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-4-1; 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 432 lb uplift at joint 1, 281 lb uplift at joint 3 and 289 lb uplift at joint 4. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to ,verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 198 lb up at 2-4-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=64, 4-7=16 Concentrated Loads (lb) Vert: 2=-249 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 ,,111111,.I � PQUIN VFW �.. E N No 68182 r .0 S OF SNA\- Joaquin Velez PE No.68182 MiTek,US.A, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing iwiTek' 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 oftrusses and truss systems, see ANSI/Tp/f Quality Criteda, 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 T23417538 J40916 ZEJ6C Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=54, 4-7=16 Concentrated Loads (lb) Vert: 2=-228 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-24, 4-7=36 Concentrated Loads (lb) Vert:2=-207 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=141, 3-11=98, 4-7=-10 Horz: 1-11=155, 3-11=-112 Concentrated Loads (Ib) Vert: 2=198 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-10=98, 3-10=141, 4-7=-10 Horz: 1-10=112, 3-10=-155 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:22 2021 Page 2 ID:sUiidZizgvl17gABNutl?Jy6VYi-rB3WkiHEFStc6Yeas7OmrGUR_r4bFoV1 GVI_GzVA5? Concentrated Loads (lb) Vert:2=198 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=86, 4-7=16 Horz:1-3=62 Concentrated Loads (lb) Vert:2=-295 7) Dead + 0.6 C-C Wind (Nag. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=86, 4-7=16 Horz: 1-3=62 Concentrated Loads (lb) Vert: 2=-295 8) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=24, 4-7=16 Concentrated Loads (lb) Vert: 2=-165 9) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-100, 4-7=16 Horz: 1-3=46 Concentrated Loads (lb) Vert: 2=-326 10) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=100, 4-7=16 Horz: 1-3=46 Concentrated Loads (lb) Vert: 2=326 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and 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 oftrusses and truss systems, see ANSIIrP11 Quality. Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Baron Island Storage T23417539 J40916 ZEJ6D Monopitch 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 11111111111 No 68182 S OF %� ,4�*. A' R T O P . % Irnl Joaquin Velez PE No.68182 MiTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 3x6 = LOADING (psf) SPACING- 2-0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 12.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 8.0 Code FBC2020rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=370(LC 5) Max Uplift 1=-312(LC 4), 3=479(LC 5) Max Grav 1=339(LC 9), 3=393(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/428 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:22 2021 Page 1 ID:sUiidZizgv117gABNutl?Jy6VYi-rB3WkiHEFStc6Yeas7OmrGUMmrTWFt11 GVI_GzVA5? 6-4-13 6-4-13 2x4 II 2 3x6 11 DEFL. in (loc) I/deft Ud Vert(LL) 0.19 3-6 >402 360 Vert(CT) -0.16 3-6 >469 240 Horz(CT) -0.01 1 n/a n/a Scale = 1:19.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-3-1; 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 speck 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 312 lb uplift at joint 1 and 479 lb uplift at joint 3. 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 ANSIITP/f 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 T23417540 J40916 ZEJ6GA MONOPITCH GIRDER 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 U8:34:23 2U21 Nage 1 ID:sUiidZizgvt 17gABNutl?Jy6VYi-JNduy2ls0l?TkiDmPrv?OU1gaFSGzHOAV91XWizVA5_ 24-12 5-0-12 6-4-13 2-4-12 2-8-0 1-4-1 `��►IIIIII/111, OP&IN VE��. �.. CENS No 68182 r :� :• ST OF rrnl Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: 2x4 = 3x4 5-0-12 6-4-13 Scale = 1:19.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 6-7 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.01 5 n/a n/a BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP Weight: 71 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-6 cc bracing. REACTIONS. (size) 1=0-8-0, 5=Mechanical Max Horz 1=369(LC 5) Max Uplift 1=-808(LC 4), 5=1377(LC 5) Max Grav 1=841(LC 9),5=1300(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1681/1560, 2-3=-752/622, 3-4=747/741, 4-5=-1273/1353 BOT CHORD 1-7=-171511632, 6-7=-1715/1632 WEBS 4-6=-1746/1667, 3-6=-1099/1227, 2-6=1042/1124 NOTES- 1) 2-ply truss to be connected together with 1 Old (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-3-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. _ 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 1 and 1377 lb uplift at joint 5. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 423 lb down and 479 lb up at 2-4-13, and 125 lb down and 142 lb up at 3-1-1, and 767 lb down and 868 lb up at 5-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19t202O BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP/f Quality Crifterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available ham Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417540 J40916 ZEJ6GA MONOPITCH GIRDER 2 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:23 2021 Page 2 ID:sUiidZizgvt I7gAB Nutt?Jy6VYi-JNduy2ls01?TkiDm Prv?OU 1 gaFSGzHOAV91 XWizVA5_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-64, 5-8=16 Concentrated Loads (lb) Vert: 3=-527 2=-291 11=86 Trapezoidal Loads (plf) Vert: 2=-103(F=-39)-to-4=74(F=10) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 5-8=16 Concentrated Loads (lb) Vert: 3=461 2=-255 11=75 Trapezoidal Loads (plf) Vert: 2=-93 (F=-39)-to-4=-64(F=-10) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=24, 5-8=36 Concentrated Loads (lb) Vert: 3=395 2=-218 11=65 Trapezoidal Loads (plf) Vert: 2=-63 (F=-39)4o-4=-34(F=-10) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=141, 5-8=10 Harz: 1-11=155, 4-11=-126 Concentrated Loads (lb) Vert: 3=868 2=479 11 =1 42 Trapezoidal Loads,(plf) Vert: 2=103(F=-39)-to-11=108(1`=34), 11=78(1`=34)-to-4=102(F=10) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=112, 5-8=10 Harz: 1-11=126, 4-11=-155 Concentrated Loads (lb) Vert: 3=868 2=479 11 =1 42 Trapezoidal Loads (plf) Vert: 2=73(F=-39)-to-11=78(F=-34), 11=108(F=34)4o-4=131(F=10) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=86, 5-8=16 Harz: 1-4=62 Concentrated Loads (lb) Vert: 3=-671 2=-370 11 =1 09 Trapezoidal Loads (plf) Vert: 2=-125(F=-39)-to-4=96 (F=10) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=86, 5-8=16 Harz: 1-4=62 Concentrated Loads (lb) Vert: 3=-671 2=-370 11 =1 09 Trapezoidal Loads (plf) Vert: 2=-125(F=-39)4o-4=96(F=-10) 8) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=24, 5-8=16 Concentrated Loads (lb) Vert: 3=-264 2=146 11=43 Trapezoidal Loads (plf) Vert: 2=-63(F=-39)4o 4=-34(F=10) 9) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=100, 5-8=16 Harz: 1-4=46 Concentrated Loads (lb) Vert: 3=-767 2=423 11=125 Trapezoidal Loads (plo Vert: 2=-139(F=-39)40-4=110(F=10) 10) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 C-C Wind (Neg. Int) Case 2): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=100, 5-8=16 Harz: 1-4=46 Concentrated Loads (lb) Vert: 3=-767 2=423 11=125 Trapezoidal Loads (plf) Vert: 2=-139(F=-39)-to-4=110(1`=10) ® 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 ANSYTPI1 Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417541 J40916 ZEJ7 Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:23 2021 Page 1 ID:sUiidZizgvl 17gABNutl?Jy6VYi-JNduy2ls01?TkiDm Prv?OU 1XtFJjzKGAV91 XWizVA5_ 6-4-6 6-4.6 11111111/lJ/ %OPQU I N VF40. NO 68182 S OFZZ t �/ �J'h11►111111�, Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 3x4 = 5x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCDL 12.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 8.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0 Max Harz 1=376(LC 5) Max Uplift 2=-422(LC 5), 3=65(LC 5), 1=-321(LC 4) Max Grav 2=284(LC 9). 3=104(LC 3), 1=359(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) Udefl Ud Vert(LL) 0.19 3-8 >407 360 Vert(CT) -0.15 3-8 >516 240 Horz(CT) -0.04 2 n/a n/a Scale = 1:19.4 PLATES GRIP MT20 2441190 Weight: 21 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins. BOT CHORD 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2E)-0-0-13 to 2-11-12, Interior(1) 2-11-12 to 6-3-10; 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 422 lb uplift at joint 2, 65 lb uplift at joint 3 and 321 lb uplift at joint 1. April 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building Component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUIP11 Quality Crfteds, 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 T23417542 J40916 ZEJ7A Monopitch 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:24 2021 Page 1 I D: sU iidZizgv 117gAB N utl ?Jy6VYi-nZAH90JUn37KMsoyzYQ EwhZiiefoin WJjpn419zVA4z 6-7-3 6-7-3 �1111111/��� Ppv� N V �.,. ♦♦♦♦•� ♦♦ ,O . '�'� ESN No 68182 r S #A1(0 F .: 14J 4�14, O N A_ E Joaquin Velez PE No.6B182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCDL 12.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 8.0 Code FBC2020rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=376(LC 4) Max Uplift 1=-317(LC 4), 3=485(LC 5) Max Grav 1=348(LC 9), 3=403(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/434 3x4 II 2 3x6 II DEFL. in (loc) I/deft L/d Vert(LL) 0.21 3-6 >372 360 Vert(CT) -0.18 3-6 >432 240 Horz(CT) -0.01 1 n/a n/a Scale=1:20.0 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-5 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=17ft; 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 6-5-7; 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 speck 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 317 lb uplift at joint 1 and 485 lb uplift at joint 3. April 2,2021 WARNING -Verify Design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417543 J40916 ZEJ7B Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 3z6 = 8,430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:24 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-nZAH90JUn37KMsoyzYQEwhZmTeg5in WJjpn419zVA4z 6-4-5 Scale = 1:19.4 6A-5 Plate Offsets (X,Y)— [1:0-0-0,0-0-11) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 3-6 >451 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.15 3-6 >517 240 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 -MP Weight: 21 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=373(LC 5) Max Uplift 1=-301(LC 4), 2=455(1_C 5), 3=-43(LC 5) Max Grav 1=337(LC 9), 2=307(LC 9), 3=107(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=17ft; 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 6-3-9; 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 &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 301 lb uplift at joint 1, 455lb uplift at joint 2 and 43 lb uplift at joint 3. IN No 68182 Z W. k� •:* — ��:• ST OF 00 �i�s •'• O R C%? % Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date - April 2,2021 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall F� ■ building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefylnformmlon 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 T23417544 J40916 ZH6D Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:25 2021 Page 1 ID: sUiidZizgvl 17gABNutl?Jy6VYi-FlkfNkJ7XNFB—ON9XGxTTv6pV1231R7jTyTWeabzVA4y 4-7-14 8-11-14 2x4 11 Scale = 1:19.7 3 4 5x5 = 3x4 = 4-0 4-3-14 4-4-0 Plate Offsets (X,Y)— [1:0-0-10,Edge], [6:0-2-8,D-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.07 6-7 >999 360 MT20 244/190 TCDL 12.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) -0.02 6 n/a pile BCDL 8.0 Code FBC2020(rP12014 Matrix -MP Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=440(LC 5) Max Uplift 1=-818(LC 5), 6=885(LC 5) Max Grav 1=622(LC 15), 6=687(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1022/1156, 3-6=-229/340 BOT CHORD 1-7=-1425/1029, 6-7=-1425/1029 WEBS 2-6=-1096/1518 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.0psf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Comer(3) -0-0-6 to 4-3-6, Exterior(2R) 4-3-6 to 8-11-14; 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 trussto the use of this 3) Plates checked for plus or minus 0 degree rotation about its center. ,�% IN vl,- 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���•' ........ E N • • �� 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 � ' �\ S'� •.� will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. No 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 818 lb uplift at joint 1 and 885 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 235 lb up at 4-2-15, 312 lb down and 235 lb up at 4-2-15, and 382 lb down and 351 lb up at 7-0-14, and 382 lb down and 351 lb up at 7-0-14 an $T F �✓ top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb 0 down and 39 lb up at 4-2-15, and 52 lb down and 53 lb up at 7-0-14, and 52 lb down and 53 lb up at 7-0-14 on bottom chord. The i0 At design/selection of such connection device(s) is the responsibility of others. •'. < p R \ N 9) In the LOAD LOAD CASE(S) Standard d coon, loads applied to the face of the truss are noted as front (F) or back (B). ,t�;jIs �O N A; stlt,� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert:1-3=64, 3-4=24, 5-8=16 6994 Parke Fast Blvd. Tampa FL 33610 Date:' Continued on page 2 April 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417544 J40916 ZH6D Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:25 2021 Page 2 ID:sUiidZizgvl17gABNut1?Jy6VYi-FlkfNkJ7XNF6 ON9XGxTTv6pW231R7jTyTWeabzVA4y LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-93(F=-47, B=-47) 15=-108(F=-54, B=-54) 16=29(F=-14, B=-14) 17=-73(F=37, B=-37) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417545 J40916 ZHJ3 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:26 2021 Page 1 ID:sUiidZizgvl 17gABNutl?Jy6VYi-jyll a4KIIgN2bAyL5zTi?6f5LSQAAhOcB7GB61 zVA4x LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) -0.02 4 >999 360 TCDL 12.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.02 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 2 rile rile BCDL 8.0 Code FBC20201TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-5-11, 2=Mechanical, 3=Mechanical Max Horz 1=236(LC 5) Max Uplift 1=-378(LC 5), 2=319(LC 5), 3=-25(LC 5) Max Grav 1=282(LC 15). 2=176(LC 15), 3=60(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.0 PLATES GRIP MT20 2441190 Weight: 13 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 5-7-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Comer(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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 Ib uplift at joint 1, 319 lb uplift at joint 2 and 25 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 127 lb up at 1-4-15, and 287 lb down and 127 lb up at 1-4-15 on top chord, and 4 lb down and 9 lb up at 1-4-15, and 4 lb down and 9 lb up at 1-4-15 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: 1-2=64, 3-4=16 Concentrated Loads (lb) Vert: 9=0(F=O, B=0) `I{IIIII/ 0%PQUIN VE�����i No 6818.2 ST C F .•40 11111 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 Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUfPII 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 T23417546 J40916 ZHJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Casa l:0asr 1 russ, m. rlefce, FL - "34V41i, 8.430 s Mar 22 2021 MTek Industries, Inc. Thu Apr 1 06:34:26 2021 Page 1 ID:sU iidZizgvl 17gABNutl ?Jy6VYi-jyll a4KIIgN2bAyL5zTi?6f?NSNgAbKcB7GB61 zVA4x 4-5-5 8-6-11 4S5 4-1-7 LOADING (psf) TCLL 20.0 TCDL 12.0 BCLL 0.0 BCDL 8.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 3x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20201TPI20114 REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=425(LC 12) Max Uplift 1=-789(LC 5), 6=871(1_C 5) Max Grav 1=594(LC 15), 6=683(LC 16) 2x4 11 Scale = 1:19.0 3 4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.93 Vert(LL) 0.05 6-7 >999 360 MT20 244/190 BC 0.59 Vert(CT) -0.05 6-7 >999 240 WB 0.43 Horz(CT) -0.01 6 n/a n/a Matrix -MP Weight: 37 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD 5-7-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-951/1090, 3-6=-236/334 BOT CHORD 1-7=-1349/960, 6-7=-1349/960 WEBS 2-6=-1024/1439 NOTES- 1) Wind: ASCE 7-16; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.Bpsf; h=17ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Comer(3) -0-0-6 to 4-5-5, Extedor(2R) 4-5-5 to 8-6-11; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 1 and 871 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 237 lb up at 4-2-15, 316 lb down and 237 lb up at 4-2-15, and 384 lb down and 352 lb up at 7-0-14, and 384 lb down and 352 lb up at 7-0-14 on top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb down and 39 lb up at 4-2-15, and 52 lb down and 53 lb up at 7-0-14, and 52 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 Continued on page 2 '0Pp:U I N VFW .,. .% J . • C ENS No 68182 ST OF :44/40 Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2021 ® WARNING -Verily 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTIP/l quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417546 J40916 ZHJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Meet boas[ I fuss, m. t-ierce, t-L - 34`d4b, 6.43U S Mar 22 ZU21 MI I eK Industries, Inc. I nU Apr 1 U15:34:26 ZU21 Page 2 ID:sUiidZizgvl 17gABNutl?Jy6VYi-jyll a4KIIgN2bAyL5zTi?6f?NSNgAbKcB7GB61 zVA4x LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-29(F=-14, B=-14) 13=-101(F=-51, B=-51) 14=-108(F=-54, B=-54) 15=-73(F=-37, B=-37) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7470 rev. 5/19/2020 BEFORE USE. Nil' valid for use only with MTek® 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 ivi iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T23417547 J40916 ZHAB Diagonal Hip Girder 1 1 Job Reference (optional) tast Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:27 2021 Page 1 ID:sU iidZizgvl 17gABNutl?Jy6VYi-C8sPoQLN3_VvDKXXeg_xYKBFSskRv1 FmQn?keUzVA4w 4-7-14 8-11-14 4-7-14 4-4-0 3x4 = 5x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.08 7-12 >999 360 TCDL 12.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.08 7-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) -0.01 4 n/a file BCDL 8.0 Code FBC2020rTP12014 Matrix -MP Scale = 1:18.7 PLATES GRIP MT20 244/190 Weight: 41 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 2x4 SP No.3 *Except* 3-6: 2x8 SP DSS REACTIONS. All bearings Mechanical except at=length) 1=0-8-0, 6=0-11-5. (lb) - Max Horz 1=438(LC 5) Max Uplift All uplift 100 lbor less at joints) except 1=1064(1_C 4), 4=-250(LC 11), 5=110(LC 11), 6=1098(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 1=451(LC 15), 6=852(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-648/1113 BOT CHORD 1-7=-1367/669, 6-7=-1367/669 WEBS 2-7=-407/160, 3-6=475/588, 2-6=-740/1512 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Comer(3) -0-0-6 to 4-3-6, Exterior(2R) 4-3-6 to 8-11-2; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 1064 lb uplift at joint 1, 250 lb uplift at joint 4, 110 lb uplift at joint 5 and 1098 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 235 lb up at 4-2-15, 312 lb down and 235 lb, up at 4-2-15, and 382 lb down and 351 lb up at 7-0-14, and 382 lb down and 351 lb up at 7-0-14 on top chord, and 54 lb down and 101 lb up at 1-4-15, 54 lb down and 101 lb up at 1-4-15, 178 lb down and 38 lb up at 4-2-15, 178 lb down and 38 lb up at 4-2-15, and 86 lb down and 44 lb up at 7-0-14, and 86 lb down and 44 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 Continued on page 2 "t"I I I I I I 111"11 PQUIN VF���i�i No 68182 S OF 40 4% A, 4T - T�. Joaquin Velez PE No.68182 MR 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 Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baron Island Storage T23417547 J40916 ZHJ6B Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, - Ft. Pierce, FL - 34946. 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:27 2021 Page 2 ID:sUiidZizgvl 17gABNut1?Jy6VYi-C8sPoQLN3_VvDKXXeg_xYKBFSskRv1 FmQn?keUZVA4W LOAD CASE(S) Standard Uniform Loads (pif) Vert: 1-4=64, 5-8=16 Concentrated Loads (lb) Vert: 14=-93(F=-47, B=-47) 15=-108(F=-54, B=-54) 16=29(F=-14, B=-14) 17=-73(F=-37, B=-37) ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeRS 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�r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-99 and BCSIBuilding Component 6904 Parke East Blvd. Saferylntonnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 A .;. w Job Truss Truss Type Qty Ply Baron Island Storage T23417548 J40916 ZHJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Last (;cast Truss, Ft. Pierce, FL - 34945, ID:sUiidZizgvl 3x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:28 2021 914.1 4 0, 4-9-8 9-3-3 4-0 4-5-8 4-5-11 Plate Offsets (X,Y)— [1:0-0-10,Edge), [6:0-2-8,0-3-0] LOADING (psf) TCLL 20.0 TCDL 12.0 BCLL 0.0 BCDL 8.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/rP12014 REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=449(LC 12) Max Uplift 1=-835(LC 5), 6=-896(LC 5) Max Grav 1=641(LC 15), 6=695(LC 16) CS1. DEFL. in (loc) I/deft L/d TC 0.88 Vert(LL) 0.05 6-7 >999 360 BC 0.68 Vert(CT) -0.06 6-7 >999 240 WB 0.44 Horz(CT) -0.01 6 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1046/1173, 2-3=-290/208, 3-6=241/363 BOT CHORD 1-7=-1446/1051, 6-7=-1446/1051 WEBS 2-6=1055/1471 3x4 % Scale = 1:20.1 3 4 5x5 = PLATES GRIP MT20 244/190 Weight: 40 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD 5-7-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Comer(3) -0-0-6 to 4-3.6, Extedor(2R) 4-3-6 to 9-3-3; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 1 and 896 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 234 lb up at 4-2-15, 309 lb down and 234 lb up at 4-2-15, and 379 lb down and 350 lb up at 7-0-14, and 379 lb down and 350 lb up at 7-0-14 on top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb down and 39 lb up at 4-2-15, and 52 lb down and 53 lb up at 7-0-14, and 52 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 %,,IN ``�I111111f///�,' ♦♦.`��,J�PaG E N SF�Fc� 0 No 68182 �t ST OF .:��Z F�A,� .0 R %O \=,�♦ O N a 1+�� % / 11111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 April 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119t202O BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeiC� 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 ANSYnoll quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ar c .r, Job Truss Truss Type Qty Ply Baron Island Storage T23417548 J40916 ZHJ7 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:28 2021 Page 2 ID: sU i idZizgvl 17gAB Nutt ?Jy6VYi-gKQn?m M?gldmrT5kCOVA5XkMeG2veVhveRl IBwzVA4v LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-93(F=-47, 13=47) 15=-108(F=-54, B=54) 16=29(1==-14, B=-14) 17=-73(F=-37, B=-37) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not Val a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols I Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss �tt and fully embed teeth. 0-7" r &a For 4 x 2 orientation, locate plates 0- Iris' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o WEBS Ao OO ELO a- ~C7-8 C6-7 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved C— MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. - 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/fPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words. and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. 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 UST 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 O 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 OID 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 VENGINEERING TRUSS DRAWINGS. 8'-0" PLATE HT. 12'-0"PLATE "'M MAC KNEEWALL TO 121-oil Indicates Let End Of Truss On LUout & Engineering Sheets HARDWARE: =HJC26 HANGERS (Q77Y. 5) =THD26-2 HANGERS (QTY. 2) RECEIVED JUL 19 2021 St Lucie County Permitting 12 5r ON sx3. MIN14 MA N6.047182 '. 213M 811 s4 s�nTo�- c T TRUSS PLACEMENT PLAN ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECT ]EASE' COAST TRUSS 5285 Sr. LUCIE BLVD. FT. PIERCE, FL 34946 ISTOMER:Benchmark III Corporation B NAME: Baron Island Storage DRESS:9500 South Ocean Dr. Y/COUNTY:Jensen Beach/Martin JOB # J40916 JOB # MODEL:Building A SO FT 2147 DATE 01/04/21 LATEST=04/01/21 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61Gl55-31.003 (3) (n). EAST COAST TRUSS i. the Trans Design Engi.e r' Trusses are designed in aceordance with the Florida Building Cade 101 n NOTE: By approving this placement plan(s), signatured i anywhere on this sheet, the customer or his representitive acknowledges that this placement plan i complies with the structural intent of the project. t The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these I! trusses and deliver them to the project indicated on this drawing. t 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 Q CODE = FBC 2020/TP12014 ASCE 7-16 W I DESIGN CRITERIA =C&C OCCUPANCY CATEGORY=�c ^O�V I EXPOSURE = D COPY i MWF SPEED =165 FILE BUILDING TYPE =ENCLOSED MEAN HEIGHT: 17.00 U) GRAVITY LOADS U) W Z ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL W 20.0,12.0,0.0,8.0 W LOADS PER FBC & FRC "NON -CONCURRENT BC LL 10psf ry CONCURRENT BC STORAGE LL 30 psf I_ la — DEFINITIONS U) MWF = MAIN WIND FORCE Q C&C = COMPONENTS AND CLADDING I- TOB = TOP OF BEARING TC = TOP CHORD W BC = BOTTOM CHORD (n LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT I— # = POUNDS f UPLIFT MUST BY-PASS FLOOR TRUSSES z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ALL GIRDER/COLUMN LOADS MUST 1 BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. W6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20'-0" OR MORE 11 AUTION: SPANS GREATER THAN 30'-0" rO UST BE SET WITH A SPREADER BAR. THE U PREADER BAR SHOULD BE AT LEAST 1/2 D J '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BCI-B1 FOR COMPLETE O RECTION AND SAFETY PROCEDURES. 0 ALL BEAMS BY BUILDER ry NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES 1. 3-22-2021 Revise Loading SB e- 2. 4-1-2021 Revise Dbl. Truss To Single Truss 4— Over Unit Separation Wall SB O 3- 4- 5- Q� 6 (� (1/4" if plotted 2436) . Designed By: SB