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HomeMy WebLinkAboutTrussWARNING* 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 lENGINEERING TRUSS DRAWINGS, 12' OR 36' 0" 12' OR in (0 E r co Lo r-- r� r- r- Imo- r- to M r- M y U U U W W W W W W W W W W W W () 0 () V N N N f N N N N N N N N N N N N N N Np N�-2'0"2r0„2r0,12' Olr2rOlr21Olr2'01- - - --- 1 0 5/16" ZCJ1 ZCJ1 ;b ZCJ3 o N ZCJ3 CV I ZCJ5 ZCJ5 _ II I 0 I I I A02 IF I 1 I II - -- -- __ -- ----- --- - --- - MV17--- - - -MV17 --- _- 8' 6rl _ g g 22' 10' MV15 MV15 I I MV13 MV13 i V22 V18 V14 0 EXISTING 4112 ROOF" STRUCTURE I -- - D r� Indicates Let End Of Truss On Layout & Engineering Sheets , 'If NOTE: LAYOUT DRAWN BASED ON THE FOLLOWING ASSUMPTIONS: o (BUILDER TO ADVISE IF DIFFERENT) ao _1) EXISTING & NEW ROOF TYPICAL: N _2) ALL DIMENSIONS PER THIS LAYOUT 3) NEW TRUSSES DO NOT SUPPORT ANY EXISTING TRUSSES. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. ECT CAN NOT BE RESPONSIBLE FOR MATCHING EXISTING ROOF SYSTEMS. UPON SIGNING, BUILDER AGREES TO ALL CONDITIONS AS SHOWN ON THIS LAYOUT. EAST COAST TRUSS CAN NOT BE RESPONSIBLE FOR, OR ASSIST IN, ANY REPAIRS TO EXISTING TRUSSES. I I -- 22 0 38' 0" TRUSS PLACEMENT PLAN OVERHANG / PITCH 1'-4 9/16" DETAIL 1'-6" ALL BEARINGS AT 8'-011 411Fc *,', Fo <4��eoepa cod 7' P't Manuel Martine Digitally signed Manuel Martine Date: 2021.05.11 N 35:02-04'00' ac b '� Wf M ayyMMY TAT i3F 4t *ems �m ate" r >ciu.++a a+r+R4u*W*umbnwamay.Rw-s wawv.ae.rx�, mweww+mNYM4wrmretx.mxreamntleeaa �eusna musswurmMwWwrrw.s ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS 5ET ]EASE' COAST TRUSS 52.85 SV. LUCIE BLVD. FT. PIERCE, FL 34946 OFFICE: (772) 466-2480 FAX: f772)466-5336 TOMER:Pedro Alonso NAME: Wilkins RESS:117 East Aldea St /COUNTY:Port St Lucie B # J41892 1 FT 731 ftz TE 04/28/21 LATEST=/ / IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (n), EAST COAST TRUSS is the "Truss Dcsign Engineer" Trusc,s are dcsigacd in accordance with the Florida Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date ODE=FBC2020 TP12014 ASCE 7-16 ESIGN CRITERIA = MWFRS CCUPANCY CATEGORY=11 KPOSURE = C WF SPEED = 160 JILDING TYPE = ENCLOSED EAN HEIGHT: 15.0 FT ROOF: DUR FACTOR=1 .25 PSF=TCLL-TCDL.-BCLL BCDI- 20.0-10.0-00.0-10.0 LOADS PER FBC & FRC 'NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TIC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. J Q Z LL 0 LU 0- 2 laaaaaa U) W W Z W cr) ry W W O I— W U) Z) laaaaaaa Z ?X6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES r1 0. SPANNING 20'-0" OR MORE AUTION: SPANS GREATER THAN 30'-0" UST BE SET WITH A SPREADER BAR. THE U PREADER BAR SHOULD BE AT LEAST 1/2 O J '3 IN LENGTH AS THE SPAN OF THE TRUSS Q\ EING SET. / EFER TO BCI-B1 FOR COMPLETE O0' RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES 1- 'r__ 2- 4- 3- O 4- 5- 6- (1/4" if plotted 2436) . Designed By: BH , 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J41892A - Wilkins MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Pedro Alonso Project Name: Wilkins Model: Addition Tampa, FL 33610-4115 Lot/Block: NA Subdivision: NA Address: 117 East Aldea St, . City: Port St Lucie State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: _ General Truss Engineering Criteria.& Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 [All Heights] Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 14 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 andthis index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23790156 A01 4/30/21 2 T237901.57 A02 4/30/21 3 T23790158 A03G 4/30/21 4 T23790159 MV13 4/30/21 5 T23790160 MV15 4/30/21 6 T23790161 MV17 4/30/21 7 T23790162 V14 -4/30/21 8 T23790163 V18 4/30/21 9 T23790164 V22 4/30/21 10 T23790165 ZCJ1 4/30/21 11 T237901.66 ZCJ3 - 4/30/21 12 T23790167 ZCJ5 4/30/21 13 T23790168 ZEJ7 4/30/21 14 T23790169 ZHJ7 4/30/21 The truss drawing(s) referenced above have been prepared by ��� I N. VF �e .. *•. MiTek USA, Inc. under my direct supervision based on the parameters �� �pP G E N S provided by East Coast Truss. •'• F•.? �'. .b. Truss Design Engineer's Name: Velez, Joaquin No 68182 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 �� STATE OF • 41; that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters �.01. '• 0 R IV shown (e.g., loads, supports, dimensions, shapes and design codes), which were to included is for or,,�� cific �and 1i •' ,Tek's / Tiven RENCO' fi eOreferrence purposect eeinto Nt customers accoion only, was not taken unt n the t It1tt��,� preparation of these designs. MiTek or TRENCO has not independently verified the ` Joaquin Velez E No.68182 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA, In FL Cert 6634 the building designer should verify applicability of design parameters and properly ti 66D4 Parke . W4. Tampa FL 33610 incorporate these designs into the overall building design per ANSITTPI 1, Chapter 2. �Dat, e: April 30,2021 Velez, Joaquin 1 of 1 MAY 7, 2019 LATERAL TOE -NAIL DETAIL Mil-TOENAIL_SP O0 ® MiTek USA, Inc. Page 1 of 1 NOTES: u 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 0 0o 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. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES MiTek USA, Inc. FOR MEMBERS OF DIFFERENT SPECIES. YmMam A MITek ADill 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 of z Z .128 74.2 67.9 58.9 57.6 50.3 9 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 r) 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 NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30°TO 60° 45.00 ° Jab Truss Type Qty Ply WilkinsT23790156 FA01SS J41892A Hip 1 1 Job Reference (optional) --• ---• • • , - • �� , o aw b Apr cu cut I Ivu r eR aluubureb, inu. rfr Apr 3U "I 7:44:1 D zuzi rage 1 ID:tUN27fY6kHRcruZSrKBVowzM8PB-rS8cWt5uFgbl av9HeGbNDYQ2wNONQG19Yd9gHjzLXgU 5-1D•14 11-0-0 16.9.0 18-0-0 19-3-0 25-D•0 30.1-2 36-0-0 6.1D•14 5.1-2 5.9-0 1-3-0 1-3-0 5-9-0 5.1-2 5-10.14 MWFRS WIND DESIGN METHOD USED EXCLUSIVELY AS SPECIFIED BY ENGINEER OF RECORD. TYPICAL FOR ALL TRUSSES IN THIS JOB. 3x4 = 5x8 = 2x4 II 2x4 11 4.00 12 3 24 4 5 6 25 5x8 = 7 Scale = 1:60.5 If 10 15 14 13 12 11 10 3x6 __ 2x4 11 4x6 __ 3x8 = 3x8 = 3x4 = 2x4 11 3x6 _ 3x4 = 4x6 = — 11-0-0 36-0-0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.52 BC 0.92 WB 0.40 Matrix -AS DEFL, in (loc) I/defl Ud Vert(LL) 0.46 13-14 >931 240 Vert(CT)-0.6911-13 >628 180 Horz(CT) 0.19 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 180 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-8, 9=0-4-8 Max Horz 1=102(LC 7) Max Uplift 1=-598(LC 8), 9=598(LC 8) Max Grav 1=1440(LC 1), 9=1440(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3844/1607, 2-3=-3215/1378, 3-4=3521/1565, 4-5=3521/1565, 5-6=3521/1565, 6-7=-3521/1565, 7-8=-3215/1378, 8-9=3844/1607 BOT CHORD 1-17=-1462/3616, 16-17=-1462/3616, 14-16=-1150/3017, 13-14=1342/3487, 11-13=-1150/3017, 10-11=1462/3616, 9-10=-1462/3616 WEBS 2-16=-661/336, 3-16=-55/408, 3-14=259/734, 4-14=-366/264, 7-11=-55/408, 8-11=-661/336, 6-13=-366/264, 7-13=259/734 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 (it --lb) 1=598, 9=598. 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. Joaquin Velez PE No:68182 MiTek USA, Inc. FL Cert 6834 6964 Parke teat Blvd. Tampa FL.33610 Date: April 30,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek♦ Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Quality Criterfe, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safefylnformaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Wilkins T23790157 J41892A A02 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 11:44:16 2021 Page 1 ID:tUN27fY6kH RcruZSrKBVowzM8PB-Jfi_iD6WOBjuB3kTCz6clmzDpnjb9jZlnHvDp9zLXgT 1-4-9 4-10-14 9 0 0 15-0-9 20-11-7 27-0-0 31-1-2 36-0-0 37-4-9 1 4 9 4-10-14 4-1-2 6-0-9 5-10-13 6 0 9 4-1-2 4-10-14 1-0 9 4.00 12 5x8 = 3x4 = 2x4 II 5x8 = 4 23 5 6 24 7 16 15 14 13 12 11 3x6 = 3x4 = 4x6 = 3x4 = 3x8 = 4x6 = 3x4 = Scale: 3/16"=l' 3x6 = A A Old LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.54 13-14 >793 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.84 13-14 >513 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.20 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 171 Ito FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-8, 9=0-4-8 Max Horz 2=97(LC 7) Max Uplift 2=-703(LC 8), 9=703(LC 8) Max Grav 2=1526(LC 1), 9=1526(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3822/1617, 3-4=-3448/1424, 4-5=4193/1809, 5-6=4194/1808, 6-7=-4194/1808, 7-8=-3447/1424, 8-9=-3822/1617 BOT CHORD 2-16=-1433/3603, 14-16=-1188/3249, 13-14=-1608/4193, 11-13=1189/3248, 9-11=-1433/3603 WEBS 3-16=-399/259, 4-16=0/385, 4-14=470/1165, 5-14=-416/276, 6-13=-374/276, 7-13=-469/1167, 7-11=0/385, 8-11=400/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 2=703, 9=703. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .Joaquin Velez PE No.88182 MITek USA, inc..FL.Cert_6834 604 Parke East Blvd. Tempe FL 33810 Date: April 30,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Wilkins T23790158 J41892A A03G HIP GIRDER 1 n L Job Reference (optional) cam wam „uas, rr. rrorcn, r�-,rrayo, a.4JU a Apr ZU 2Uz1 mi IeK InaustrleS, Inc. rn Apr 3U 11:44:19 ZU21 Page 1 ID:tUN27fY6kHRcruZSrKBVowzM8PB-kEN7MF8P135T2XS2t5fJNObes_shM1 CkTF7tQUzLXgQ 1 4-91 3-10-14 7 0 0 12-0-0 18-0-0 24-0-0 29-0-0 32-1-2 36-0-0 374-9 14-9' 3-10-14 3-1-2 5-0-0 6-0-0 6-0-0 50-0 3-1-2 3-10-14 1-0-91 Ili 4.00 F12 7x6 — 48 = 2x4 11 7x8 W 3 = 4x8 = 422 23 24 5 2526 27 28 6 29 7 3031 8 32 Scale: 3/16"=1' 7x6 = 33 934 N f; N N 2I� d 17 35 36 16 37 38 39 15 40 41 42 14 43 44 13 4x6 = 4x8 = 8x8 = 4x8 = 8x8 = 4x8 — 4x6 = 3-10-14 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rrPI2014 CSI. TIC0.91 BC 0.51 WS 0.58 Matrix -MS DEFL. in Vert(LL) 1.10 Vert(CT) -1.01 Horz(CT) -0.18 (loc) Vdefl Lid 15 >391 240 15 >427 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 438 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. 4-7,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-8, 11=04-8 Max Horz 2=78(LC 7) Max Uplift 2=-2423(LC 8), 11=2454(LC 8) Max Grav 2=2991(LC 1), 11=3020(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=8573/7063, 3-4=-8475/7073, 4-5=8185/6876, 5-6=13308/11215, 6-8=13308/11215, 8-9=-8266/6963, 9-10=-8554/7161, 10-11=-8677/7171 BOT CHORD 2-17=-6589/8098, 16-17=-9727/11734, 15-16=9727/11734, 14-15=10003/12047, 13-14=-10003/12047, 11-13=6693/8198 WEBS 3-17=394/304, 4-17=-1882/2257, 5-17=-3957/3312, 5-16=291/426, 5-15=1415/1739, 6-15=-810/684, 8-15=-1121/1391, 8-14=-291/426, 8-13=4202/3521, 9-13=1977/2374, 10-1 3=-391/300 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. • Joaquin Velez PE No.88182 Joaqu 2 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 USA) Inc. No.08Cart 8 34 will fit between the bottom chord and any other members. IT Parke Inc. FL,d. Tampa FL 33310 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Date: 2=2423, 11=2454. April 30,2021 ae A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ■.Y■ 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 ANSYTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Wilkins rAO3sG T23790158 J41892A HIP GIRDER 1 n L Job Reference (optional) c—i wasr r r usb, ri. Fierce, FL - 34`J4o, 6.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 3011:44:19 2021 Page 2 NOTES- ID:tUN27fY6kHRcruZSrKBVowzMBPB-kEN7MF8P135T2XS2t5fJNObes_shM 1 CkTF7tQUzLXgQ 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 187 lb up at 7-0-0, 125 lb down and 183 lb up at 9-0-12, 125 lb down and 183 lbup at 11-0-12, 125 lb down and 183 lb up at 13-0-12, 125 lb down and 183 lb up at 15-0-12, 125 lb down and 183 lb up at 17-0-12, 125 lb down and 183 lb up at 18-11-4, 125 lb down and 183 lb up at 20-11-4, 125 lb down and 183 lb up at 22-11-4, 125 lb down and 183 lb up at 24-11-4, and 125 lb down and 183 lb up at 26-11-4, and 219 lb down and 332 lb up at 29-0-0 on top chord, and 388 lb down and 487 lb up at 7-0-0, 83 lb down and 117 lb up at 9-0-12, 83 lb down and 117 Ib up at 11-0-12, 83 Ib down and 117 Ib up at 13-0-12, 83 Ib down and 117 Ib up at 15-0-12, 83 Ib down and l l7 Ib up at 17-0-12, 83 Ib down and 117 Ib up at 18-11-4, 83 lb down and 117 lb up at 20-11-4, 83 Ib down and 117 Ib up at 22-11-4, 83 Ib down and 117 Ib up at 24-11-4, and 83 Ib down and 117 Ib up at 26-11-4, and 388 lb down and 487 lb up at 28-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-9=60, 9-12=60, 2-11=20 Concentrated Loads (lb) Vert: 4=-125(B) 7=125(B) 9=172(1]1) 17=-388(B) 13=-388(B) 23=125(1]1) 24=-125(B) 25=125(121) 27=125(B) 28=-125(B) 29=125(B) 31=125(B) 32=-125(B) 33=125(131) 35=64(121) 36=64(B) 37=-64(B) 38=-64(B) 39=-64(B) 40=64(131) 41=-64(B) 42=-64(B) 43=-64(B) 44=64(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 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/1 Quality Criteria, DSB-89 and BCSI Buffeting 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 Wilkins T23790159 J41892A MV13 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 11:44:212021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzM8PB-gcVtmx9fggLBlgcR7WhnSpg82od6g3k1xZc UMzLXgO 11-10-8 12-11-0 11-10-8 1-0.8 4x4 = 2x4 11 Scale = 1:24.5 9 8 7 6 3x4 1x4 II 1x4 II 1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 CSI. DEFL. in (loc) I/deft Ud TC 0.29 Vert(LL) n/a n/a 999 BC 0.19 Vert(CT) n/a n/a 999 WB 0.06 Horz(CT) -0.00 6 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 12-11-0. (lb) - Max Horz 1=197(LC 8) Max Uplift All uplift 100 lb or less at joints) 6, 7 except 8=168(LC 8), 9=-152(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 7 except 8=337(LC 1), 9=312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=255/218 PLATES GRIP MT20 244/190 Weight: 52 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except 0=1b) 8=168,9=152. .JoaquimVelez PE No.48182 MiTek USA, Inc. FLCert 6634 89D4 Parke East Blvd. Tampa FL 33810 Date: April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP1I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply WilkinsT23790160 T J41892A Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 11:44:212021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzM8PB-gcVtmx9fggLBlgcR?WhnSpg87od6g3klxZc UMzLXgO 11-10-8 1411-0 11-10-8 3-01 4x4 = Scale = 1:25.7 2x4 11 3x4 � 10 9 8 7 6 2x4 II 1x4 II 1x4 II 3x4 = 1x4 II 11-10 8 3-0 g-------------------------- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 58 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-11-0. (lb) - Max Horz 1=197(LC 8) Max Uplift All uplift 100 lb or less at joints) 6 except 7=111(LC 8), 9=-167(LC 8), 10=153(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 6 except 7=266(LC 1), 9=335(LC 1), 10=313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-9=-253/217 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 7=111, 9=167, 10=153. Joaquin Velez PE No.88182 MiTek USA, Ihc..FL,Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. f Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Type Qty Ply Wilkins FMV1 T23790161 J41892A Valley 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 11:44:22 2021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzMBPB-8p3F_GAHb_T1 v_BdZED071 DGgBx?ZWpA9DMX1 pzl-XgN 11-10.8 16-11-0 11-10-8 5.0-8 Scale = 1:28.5 4x4 = 2x4 II m 3x4 % 10 9 8 7 6 tx4 II 1x4 II 3x4 = 1x4 II 2x4 II 11-10-8 16-11-0 11-10-8 5-0-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) rile Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 rile n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Weight: 64 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-11-0. (lb) - Max Horz 1=197(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6 except 7=142(LC 8), 9=-162(LC 8), 10=154(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=349(LC 1), 9=315(LC 1), 10=318(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-253/202 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=142, 9=162, 10=154. Joaquin Velez PE No.68182 MiTek USA, Inc. F.L,Cert 0634 6904:Parke East Blvd.,Tampa FL 33610 Data: April 30,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. R Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not�J a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■i�.Y�` building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M�1'®k' 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/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 Type City Ply Wilkins TV'1u4 T23790162 J41892A Valley 1 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 3011:44:23 2021 Page 1 ID:tUN27fY6kH RcruZSrKBVowzMBPB-c7deBcBvMlbuX8mp6xkFYEI W4bJMl_TKOt55ZFzLXgM 4-0.0 10-0-0 14-0-0 4-0-0 6-M 4-M Scale = 1:22.4 4.00 FIT 4x4 = 1x4 II 10 4x4 = 8 7 6 3x4 % 1x4 II 1x4 II 1x4 II 3x4 4-0-0 6-0-0 4-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 43 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. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (lb) - Max Horz 1=24(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 except 7=-131(LC 5) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 7 except 8=255(LC 1), 6=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 5, 8, 6 except (it=lb) 7=131. Joaquin Velez PE No.881b MITek USA, Inc. FL'Cert 6034 664 Parke East Blvd. Tampa FL 33810 Date: April 30,2021 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 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Wilkins T23790163 J41892A V18 Valley 1 ]Job Reference (optional) ���• ����• •• - •+�� c.4au s Apr zu duel ml i eK Inoustrles, Inc. t-n Apr Ju l l:44:24 2021 Pagel ID:tUN27fY6kHRcruZSrKBVowzM8PB-4BBOPyCY7bjl91LOgfFU4SIfF?dml RUTdXre5hzLXgL 8-0-0 10-0-0 18-0-0 8-0-0 2-0-0 8-0-0 4x4 = 4x4 = 4_00 F1_9_ 3 11 12 4 3x4 y 10 9 8 7 3x4 lx4 II 5x5 = 1x4 II 1x4 II 8-0-0 18-0-0 Scale = 1:28.9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.29 BC 0.19 WB 0.06 Matrix-S DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) Vdefl Lid n/a 999 n/a 999 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 61 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. WEBS 2x4 SP No.3 REACTIONS. All bearings 18-0-0. (lb) - Max Horz 1=56(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 9, 8 except 10=-169(LC 8), 7=168(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 6, 9, 8 except 10=339(LC 1), 7=340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-10=-253/213, 5-7=-253/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 9, 8 except Qt=lb) 10=169. 7=168. .Joaquin Velez PE No.1118182 MiTek USA; Inc. FL,Cert 8034 8904 Parke East Blvd. Tampa F1..33810 Data; April 30,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19Y2020 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 properly incorporate this design Into the overall NV 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 ANSYTP11 Quality Criteria, DSB-09 and BCS1 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 Wilkins T23790164 J41892A V22 Valley 1 1 Job Reference o tional ���• ����• , •• ��� , - ��� , 0.4aU s Apr [U LUL I MI I eK inaustrles, inc. t-n Apr JU i i:44:zb zuzi Hage i ID:tUN27fY6kHRcru2SrKBVowzMBPB-YOkOcIDAuvrcnSwCEMmjdfrq WP_FmtodsBaCe7zLXgK 11-0-0 22-M 11-M 11-0-0 Scale = 1:34.7 4x4 = 4 3x4 i::; 13 12 11 10 9 8 3x4 1x4 II 1x4 II 1x4 II 3x4 = 1x4 II 1x4 II r 22-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Weight: 78 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. All bearings 22-0-0. (lb) - Max Horz 1=-79(LC 6) Max Uplift All uplift 100lb or less atjoint(s) 1, 7, 11 except 8=-157(LC 8), 9=148(LC 8), 13=-157(LC 8), 12=-148(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 11 except 8=321(LC 1), 9=301(LC 18), 13=321(LC 1). 12=301(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11 except (jt=lb) 8=157, 9=148, 13=157, 12=148. .Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 W4 Parke East Blvd. Tampa FL.33610 Date: April 30,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MirekO 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 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSArTF11 Quality Criteda, 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 TypeQty PlyT1J ins FCJ J41892A Jack -Open 4 Reference (optional) mast %,oast r Fuss, rt. rierce, r-L - s9aao, 6.43U s Apr 2U 2U21 MITek Industries, Inc. Fri Apr 30 11:44:26 2021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzMBPB-1 almgeDofDzTOcUOo3Hy9tNOvpMtVKzm4gKlAazLXgJ -1-4-9 0-11-4 14-9 0-11-4 Scale =1:6.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([do) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=56(LC 8) Max Uplift 3=-2(LC 1), 2=-207(LC 8), 4=27(LC 1) Max Grav 3=17(LC 8). 2=189(LC 1), 4=54(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ut=lb) 2=207. .Joaquin Velez PE No.68182 MiTak USA, Inc. FL+Cert 6634 6904'Parke East Blvd. TampafL 33610 Date: April 30,2021 ®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 ontywith 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 properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Wilkins JJack-Open T23790166 J41892A ZCJ3 4 1 Job Reference (optional) runs, R. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 11:44:27 2021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzMBPB-Vms81_EQQ W5K013aLnoBi4wAfChtEnDwJU3liOzLXgl -1-4-9 2-11-4 1-4-9 2-11-4 Scale = 1:9.3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -MP Weight: 11lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=90(LC 8) Max Uplift 3=-51(LC 8), 2=-228(LC 8), 4=-37(LC 5) Max Grav 3=63(LC 1), 2=222(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES-' 1) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=228. Joaquin Velez PE No.68182 MiTek USA, Inc. FL,Cert 6834 6904'Parke East Blvd. Tampa FL 33610 Date: April 30,2021 ®WARNING -Verity 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply Wilkins T23790167 J41892A ZCJ5 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 3011:44:27 2021 Page 1 ID:tUN27fY6kH RcruZSrKBVowzM8PB-Vms81_EQQW5KO13aLnoBi4w6?CdhEnDwJU3liOzLXg1 -1-4-9 4-11-4 1-4-9 4-11-4 2x4 = 4-11-4 Scale = 1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.07 4-7 >875 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=126(LC 8) Max Uplift 3=-107(LC 8), 2=282(LC 8), 4=-66(LC 8) Max Grav 3=123(LC 1), 2=293(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=107, 2=282. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .Joaquin Velez PE No.48182 MiTek USA, Iric: FLCert:8834 8904 Parke East Blvd. Tampa 'FL 33810 Data: April 30,2021 A WARNING -Verity 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 ��1 buliding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the T1Bk• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Wilkins �ZEJ7 T23790168 J41892A Jack -Open 12 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL - 34946, -1-4-9 3x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 11:44:28 2021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzMBPB-zyQXEKF2BgDBevenvUJQFIS9AcsyzET3Y8psESzLXgH 7-0-0 Scale = 1:16.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.29 4-7 >287 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -AS Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=163(LC 8) Max Uplift 3=162(LC 8), 2=345(LC 8), 4=-97(LC 8) Max Grav 3=185(LC 1), 2=372(LC 1), 4=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=162, 2=345. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .Joaquin Velez PE No.68182 MiTek USA,1nc FCCert 68U 6904 Parke East Bivd.76inpa FL 33810 Date: April 30,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. -- Design valid for use ony 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, SUae 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Wilkins T23790169 J41892A ZHJ7 Diagonal Hip Girder 2 1 Job Reference (optional) tlA3U S Apr zu zuzi MI I eK Industries, Inc. Fn Apr 30 11:44:30 2021 Page 1 ID:tUN27fY6kHRcruZSrKBVowzM8P B-vLYHf?GIjRTvtDo91 vMuKjYeAQb?R3FM?SIzJLzLXgF -1-11-7 5-3-15 9-10-1 1-11-7 5-3-15 4-6-1 Scale = 1:22.4 Ia 3x4 = 1 x4 11 5 5-3-15 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-6-0, 5=Mechanical Max Horz 2=162(LC 8) Max Uplift 4=-115(LC 8), 2=542(LC 8), 5=-342(LC 8) Max Grav 4=132(LC 1), 2=567(LC 1), 5=352(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/899 BOT CHORD 2-7=-960/1034, 6-7=-960/1034 WEBS 3-7=-216/281, 3-6=1082/1004 Structural wood sheathing directly applied or 5-6-1 oc purlins. Rigid ceiling directly applied or 5-7-15 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=115, 2=542, 5=342. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 65 lb up at 4-2-15, 40 lb down and 65 lb up at 4-2-15, and 73 lb down and 130 lb up at 7-0-14, and 73 lb down and 130 lb up at 7-0-14 on top chord, and 76 lb down and 4 lb up at 1-4-15, 76 lb down and 4 lb up at 1-4-15, 8 lb down and 4 lb up at 4-2-15, 8 lb down and 4 lb up at 4-2-15, and 31 lb down and 38 lb up at 7-0-14, and 31 lb down and 38 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: 14=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-77(F=-39, B=-39) 13=-12(F=-6, B=-6) 14=-62(F=-31, B=-31) .Joaquin Velez PE NoA8182 MiTek USA Inc. FUCert 6034 69U4 Parke East Blvd. Tampa FL 33610 Date: April 30,2021 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 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 ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols I Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 4-1 34' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. LJ�Apply plates to both sides of truss and fully embed teeth. 0-116rr Nia For 4 x 2 orientation, locate plates 0- 'r+6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 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(rPl1: 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) 2 3 TOP CHORDS C1-2 C2-3 o WEBS q,Q 4 d u U O a ~ c7-e c6-7 c5-6 O- 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 NUMBERWLETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek 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/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless othewise 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.