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HomeMy WebLinkAboutRevisions I OFFICE USE ONLY: DATE FILED: J PERMIT# REVISION FEE: I JS RECEIPT# I PLANNING &DEVELOPMENT SERVICES P �°/n/� 2 ,D 7 O/7S BUILDING&COWREGULATION DIVISION pECE�VED 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553Lude county NOV 2 9 Z�Zj APPLICATION FOR BUILDING PERMIT REVISIONS St.peTrKwcng PROJECT INFORMATION LOCATION/SITE c3 //- ® L/ IV14 /T/�-SC7/�� W G0 i DETAILED DESCRIPTION OF PROJECT REVISIONS: c- *wtor_ 7-0 !, JO o/e_ Pou8Zg— P1 TCh/ ROOF D,=_.516 Al w / 77Y A -- tz..� 72e Usk CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C Re,0)35_3 ST. LUCIE CO CERT. 9: BuslNEss NAME: O/4,;�T•4L- C"W 77Zb C 7 O/v AmP DoIFS1 QUALIFIERS NAME: /1)A IO 9 i3ye-d l ADDRESS: Yloo CITY: OA115 2Gff STATE: F'4_ ZIP:3 .9 9 ti 9 PHONE(DAYTIME): 2�0 2_ Zl�--75/ FAX: OVVNERIBUIL,DER INFORMATION: NAME: 4*- & ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: J3 4/s$MD U.S.E 0 ADDRESS: 3 O I�IJF_0(o��(JC9a� 32d� CITY: DEL- RAY B014 STATE: J-41- ZIP: 033 Y y S PHONE (DAYTIME): FAX: , SLCCC: 9/Z3/09 Revised 06/30/17Y �^ f : M w: 1. k, / r GoP 0 6 i �1i�ti I I James D. Bushouse, PE Consulting Engineers December 2, 2021 RECEIVED Mario Arbucci DEC ® 7 2021 Coastal Construction and Design, Inc. 4800 Watersong Way st.Lucie Qounty Permitting Fort Pierce, Fl 34949 Re: Lot 41 Watersong, located at 4840 Watersong Way, Fort Pierce, Fl. , Permit # 2107-0175 Dear Mario, Per our conversation, to match the truss engineering for the AH7 girder truss, you will need to add a Simpson MGT Girder Tiedown at the center bearing point 12 on the truss engineering to match the 3, 713# uplift at that point. The tiedown will require a 5/8" x 6" expansion bolt to the beam and 22-16p nails to the girder, which will have a uplift load capacity of 3, 965# . If you have any questions, please contact me at the below address. Sincerely, i Ja D. Bushouse, P.E. Professibnal, Engineer #20311 State of Florida j File Copy 3300 NE 10th Terrace #24, Pompano Beach, Florida 33064 Phone:(954) 956-2203 Fax: (954) 956-2204 P.O. Box 1237, Arcadia, Florida 34265 Phone: (863) 491-8242 Fax: (863) 491-8243 { jim@jamesbushouseinc.com Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek0 RE: 2813831_AKINNAGBE_RES -Coastal Const_2813831 AKINNAGBE RES MITek USA, Inc. 6904 Parke East Blvd. Site Information: Customer Info: COASTAL CONSTRUCTION Project Name: - Model: 2813831 AK� 'AaGFc1�4115 ot/Block: 41 Subdivision: - Address: 4840 WATERSONG WAY, - City: FORT PIERCE State: FL Name Address and-License#of Structural Engineer of Record-,-If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering-Criteria &Design Loads (Individual Truss Design Drawings Show Special Loading Conditions):- Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 180 mph RoofLoad: 46.0 psf Floor Load: N/A psf This.package includes-Z6 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 T25465949 A 9/27/21 23 T25465971 CJ5B 9/27/21 2 T25465950 Al 9/27/21 24 T25465972 CJ5L 9/27/21 3 T25465951 AH7 9/27/21 25 T25465973 DGR 9/27/21 4 T25465952- AH7A 9/27/21 .26 T25465974 EJ 9/27/21 5 T25465953 AH9 9/27/21 27 T25465975 ER 9/27/21 6 T25465954 AH9A 9/27121 28 T25465976 ERB 9/27/21 7 T25465955 AH11 9/27/21 29 T25465977 HJ 9/27/21 8 T25465956-AH11A 9/27/2-1 -30 T25465978 HJ7 9/27/21 9 T25465957 AH13 9/27/21 31 T25465979 HJ7B 9127/21 10 T25465958 AH15 -9/27/21 32 T25465980 HJD 9/27/21 11 T25465959 AH1-5A 9/27/21 33 T25465981 MGR 9/27/21 12 T25465960 B 9/27/21 34 T25465982 VT 9/27/21 13 T25465961 B1 9/27/21 35 T25465983 V-T1 9/27/21 14 T25465962 BH7 9/27/21- 36 -T25465984 VTGE 9/27/21 15 T25465963 C 9/27/21 16 T25465964 CH 9/27/21 17 T25465965 CA 9/27/2-1 18 T25465966 CAB B 9/27/21 19 T25465967 CJ3 9/27/21 20 T25465968 CJ3B 9/27/21 �® 21 T25465969 CJ3L 9/27/21 1a 22 -T25465970 CJ5 9/27/21 Thetruss-drawm s referenced above have been prepared by MiTek USA Inc. hinder my direct supervision based on the parameters provided-by Builders FirstSource-Plant City. �:` �.NG�•'�G E NS Truss Design Engineer's Name: Magid, Michael No 53681 _ 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 :✓7 STATE OF UJ that the engineer named is licensed in the jurisdiction(s)identified and that the- �. <(/ designs comply with ANSI/TPI 1. These designs are based upon parameters �i�'� Q' N ��" IS shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ✓��S O R 1.. C?% given to oject specific n included is or MiTews or TRENCO's customers file O referencerpurpo a only,and was not f not taken inintoaccount in the .S� N1AF. ?`�� 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, Michaels.Magid PE N6:59681 the building designer should verify applicability of design parameters and properly MrfekllsA, =a FLCert6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 69D4 Parke.East Blvd:Tampa FL 33610 Date: September 27,2021 Magid,Michael 1 of 1 I , Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465949 i 2813831_AKINNAGBE_RES A Roof Special 6 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:13 2021 Page 1 ID:JIHSm VepGl3hfwsRWAELZzvS?N-8PQbRh3s6cU3Y184ajmBUKVCrzli4RMOUb6?PKyZTsm 40-0 9-2-0 140.0 16-0-0 21-4-0 27-40 32-0.0 4-0.0 5-2-0 4-10-0 2-0-0 5-4-0 6-0.0 & 4-0-0 Scale=1:60.5 5x6= 5 2x4 II 7.00 12 4 7x10 3x6 i 18 6 19 3 3.00 FIT 6xB 5x12 zz 2 7 20 1 _ B _ o 12 6x12 MT20HS= y1 Sx12 1�.c 5x6- 17 11 15 1413 3x6 11 \ 3x5= 10 5x12-z 1.5x8 STP= 5x8= 2x4 11 3x8 I 1.5x8 STP= 2-041 2i4i040-0 9-2-0 140-0 1¢4-0 21.40 27-4-0 29-&0 3q-q-032-0.0 2-0.0 0.401,8-0 5-2-0 4.10-0 0.40 7-0-0 6-0.0 2.40 a4-0 2.0-0� Plate Offsets(X Y)- [1:EA2-9 Edge] [6:0-5-0,0-4-8],[7:0•3-7 0=5-4] [12:0-5-93;0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.25 7-11 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC -052 Vert(CT) 0.22 7-11 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0:60 Horz(CT) -0.14 9 Na n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight:243 lb FT=20% LUMBER- -BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc pudins. -BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-13:2x6 SP M 26,4-14:2x4 SP No.3,7-12:2x8 SP 240OF 2.0E 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3 WEBS t Row at midpt 5-12,6-12 REACTIONS. (size) 9=0-B-0,17=0-B-0 Max Horz 17=577(LC 11) Max Uplift 9=1765(LC 12),17=1759(LC 12) Max Grav 9=1682(LC 1),17=1470(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1337/1062,2-3=2063/2138,3-4=1B98/2090,4-5=192512355,5-6=1473/1741, 6-7=2450/2444,7-9=1084/2337,7-8=1226/294 BOT CHORD 1-17=932/1221,16.17=800/1554,15-16=-952/1664,4-12=-259/529,11-12=1623/-1913, 7-11=1 626/1918,8-9=281/1261 WEBS 2-16=991/1485,2-15=747/390,3-15=229/365,12-15=1345/1712,3-12=393/563, 5-12=1691/1434,6-12=1208/1357,-6-11=-250/535 NOTES- (9) ��11111111/1I 1)Unbalanced roof-live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.-2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. `� ��� .a,.• c� �� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)04)0 to 4-0-0,Interior(1)4-0-0 to 16-0-0,Exterior(2R)-16-0-0 to 22-0-0,Interior(1)22-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members -��` •V; �: and forces&MWFRS-for reactions shown;Lumber DOL=1.60 plate grip DQL=1.60 3 BuildingDesigner/ner/Project engineer responsible for ve' m applied roof live load shown covers rain loadin requirements specific N 5.3681 9 J 9 P nfY� 9 PP 9 9 P .,*•-• to the use of this truss component. . 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. !� 6)'This truss has been designed for a live load of 20.0psf on the-bottom chord in all areas where a rectangle 3-6-0 tall by-2-0-0 wide A F Will fit between the bottom chord and any other members. �C! ' 7)Provide mechanical connection(by others)of truss to bearing plate capable-of withstanding 1765 lb uplift at joint 9 and 1759 lb uplift- O R`Q 4' • Z ;�� at joint 17. ` - 8)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michae):S;Magld PE No 53681 MiTek,USA,Ino.FL:Gert 6634 6904 Parke East OW.Tatjlpa -3361a Date: September 27,2021 ®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 property incorporate this design into the overall p/g 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 iViiTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 qualify Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465950 i 2813831 AKINNAGBE RES Al ROOF TRUSS 12 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:14 2021 Page 1 I D:JtH Sm_VepGl3hfwsRWAE LZzvS?N-cbz_fO4UvwcwABj GBQ HQOX2M IMOJpg7YjFrYynyZTsl 40.o 11-10-4 12 0 1s-0-o 20-0-0 za11z z8-ao 3z-0-0 4-0-0 7-10-4 D--12 4-N 4-0-0 0.-12 7.11-4 40-0 Scale 1:57.4 5x6= 4 7.00 12 6x8 4 17 18 6x8 3 5 16 1'0521 19 2x4 II 3.00 12 w 6x8� — - 6x8 a 2 6 d1 7 Ia 4x6 4x6 — 14 13 12 11 10 9 8• — _ 1.5x8 STP= 4x6—_ 4x6= 4x6= 1.5x8 STP= 3x8 11 3x8 I I 30-0-0 2-0-0 2 4-0-0 11-10-4 2Li-12 28-M 29-e-0 32-0-0 2-0-0 14. 7-10-4 &3-0 7-104 1-&0 2-0-0 Plate-Offsets(X,Y)— [1 U 5 1,0 o D),[3:0-4-0,0-3-81,(5:0-4-0,0-3-8) LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in- (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25- TC 0.90 Vert(LL) -0.38 12-13 >867 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25_ BC 0.49 Vert(CT) -0.47 12-13 >695 180 BCLL OD Rep Stress Ina NO WB 0.83 Horz(CT) -0.03 8 n/a n/a BCD 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:217 lb —fT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc pu:lins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-1-10 cc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):15 REACTIONS. (size) 14=0-8-0,8=0-8-0 Max Harz 14=515(LC 10) Max Uplift 14=-1653(LC 12),8=-1479(LC 12) Max Grav 14=176B(LC 20),8=1768(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPiCHORD 1-2-2047/1121,2-3=-2344/1842,3-4=593/505,4-5-593/505,5-6=-2344/1842, 6-7-2064/1283 137CHORD 1-14-1007/1925,13-14-1007/2311,12-13=1146/2421,10-12=1160/2049, 9-1 0=1 294/2050,8-9=1163/1941,7-8=1163/1941 WEBS 5-10=23/597,6-10=-669/745,6-9-997/1410,3-12-23/598,2-12=648/724, 2-13=997/1409,3-15=1623/1699,5-15=1623/1699,4-15=271/259 NOTES- (9) 1)Unbalanced roof live loads have been considered-for this design. ,�itf 1111 tf I�! 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=1391rph;TCDL=4.2psf;BCDL=3.0psf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. ���� EL S, ,��I . III Exp D;Encl.,GCpi=0.18;'MWFRS(directional)and C-C Extedor(2E)o-0-0 to 4-0-0,Interior(1)4-0.0 to 16-0-0,Extedor(2R)16-0-0 �y VP 4f In 22-0-0,Interior(1)22-0-0 to-32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C C for members ,���\G G E N d 41 a dd forces 8 MWFRS for reactions shown;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. No 5 3681 4)150.0Ib AC unit load placed-on the top chord,16-0-0 from left end,supported at two points,5-0-0-apart. ow *•:• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other-live loads. Ik 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=1 O.Dpsf. A C(/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1653 lb uplift at joint 14and 1479 lb Q 4& uplift at joint B. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11.12,13,14,15,16,17,18,19,20,21,22.23,24 hasthave been modified.Building /j �,, `G• -- designer must review loads to verify that they are correct for the intended use of this truss. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any elf' O`I I�Al particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." M[chael.SrMagid PE N.m53681 LOAD CASE(S) Standard MifekWKlnc1:A.Gert6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904.ParkB',East Blvd..Tampa.FL 33610 Datei September 27,2021 -�®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 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 o1 trusses and truss systems,see ANSI/lP/i Qualify Cdteda,DS849 and BCSI Building Component 6904 Parke East Blvd. SalinWinformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES ' T25465950 j 2813831_AKINNAGBE_RES Al ROOF TRUSS 12 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:14 2021 Page 2 ID:JtHSm VepGl3hfwsRWAELZzvS?N-cbz_fO4UvwcwABjGBQHQOX2MIMOJpg7YjFrYynyZTsl LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=72,2-4=72,4-6=72,6-7=72,1-12=20,10-12=30,7-10=20 Concentrated Loads(lb) Vert:17=75 18=75 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=62,2-4=62,4-6=62,6-7=62,1-12=35,10-12=-60,7-10=35 Concentrated Loads(lb) Vert:17=-75 18=75 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=32,2-4=32,4-6=32,6-7=32,1-12=-40,i0-12=50,7-10=-40 Concentrated Loads(Ib) Vert:17=75 18=75 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=149,2-4=111,4-19=141,6-19=111,6-7=111,1-14=234,12-14=-6,10-12=16,8-10=6,7-8=196 Horz:1-2=157,2-4=119,4-19=149.6-19=119,6-7=119 Concentrated Loads(lb) Vert:17=75 18=75 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=111,2-16=111,4-16=141,4-6=111,B-7=149,1-14=196,12-14=-6,10-12=16,8-10=6,7-8=234 Horz:1-2=119,2-16=119,4-16=149,4-6=119,6-7=157 Concentrated Loads(lb) Vert:17=75 18=75 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=80,2-4=80,4-6=80,6-7=80,1-14=10,12-14=20,10-12=30,8-10=20;.7-8=10 Horz:1-2=18,2-4=48,4-6=48,6-7=48 Concentrated Loads(lb) Vert:17=75 18=75 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber_Increase=1.60,Plate Increase=1-.60- Un'Iform Loads(plf) Vert:1-2=80,2-4=80,4-6=80,6-7=80,1-14=10,12-14=20,10-12=30,8-10=-20,7-8=10 Horz:1-2=48,2-4=48,4-6=-48,6-7=48 Concentrated Loads(lb) Vert:1-7=-75 18=75 8)Dead+0.6-MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=78,2-4=28,4-6=61,6-7=54,1-14=63,12-14=6,10-12=16,7-10=6 Horz:1-2=86,2-4=37;4-6=70,6-7=63 Concentrated Loads(lb) Vert:17=75 18=75 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=54,2-4=61,4-6=28,6-7=78,1-12=-6,10-12=16,8-10=-6,7-8=63 Horz:1-2=63,2-4=70,4-6=37,6-7=86 Concentrated Loads(lb) Vert:17=75 18=75 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=l 60 Uniform Loads(plf) Vert:1-2=35,2-4=68,4-6=1,6-7=6,1-14=49,12-14=20,10-12=30,7-10=20 Horz:1-2=3,2-4=36,4-6=33,6-7=26 Concentrated Loads(lb) Vert:17=75 18=75 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=l-.60 Uniform Loads(plf) Vert:1-2=6,2-4=1,4-6=68,6-7=35,1-12=20,10-12=30,8-10=-20,7-8=49 Horz:1-2=26,2-4=33,4-6=36,6-7=-3 Concentrated Loads(lb) Vert:17=75 18=75 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=106,2-4=106,4-6=106,6-7=106,1-14=63,12-14=6,10-12=16,7-1D=6 Horz:1-2=115,2-4=115,4-6=115,6-7=115 Concentrated Loads(lb) Vert:17=75 18=75 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=62,2-4=62,4-6=62,6-7=62,1-12=6,10-12=16,8-10=6,7-8=63 Horz:1-2=71,2-4=71,4-6=71,6-7=71 Concentrated Loads(lb) Vert:17=75 18=75 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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 ANSUTPH Duality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Saletyinformation available from Truss Plate Institute,2670 Crain Highway,Sulle 203 Waldorf,MD 20601 - Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465950 + 2813831 AKINNAGBE RES Al ROOF TRUSS 12 1 Job-Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:14 2021 Page 3 I D:JtH Sm_VepG l3hfws RWAELZzvS 7 N-cbz_f04 UvwcwABjG BQ H QOX2M IM OJpg7Yj FrYynyZTs1 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=35,2-4=35,4-6=35,6-7=35,1-14=49,12-14=720,10-12=30,7-10=20 Horz:1-2=3,24=3,4-6=3,6-7=3 Concentrated Loads(lb) Vert:17=75 18=75 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=35,2-4=35,4-6=35,6-7=35,1-12=20,10-12=30,8-10=20,7-8=49 Horz:1-2=3,2-4=3,4-6=3,6-7=3 ncentrated Loads(lb) Vert:17=75 18=75 16)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=32,2-4=32,4-6=32,6-7=32,1-12=-40,10-12=-70,7-10=-40 Concentrated Loads(lb) Vert:17=-75 18=75 1 t)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=64,2-4=89,4-6=37,6-7=42,1-14=17,12-14=35,10-12=60,7-10=35 Horz:1-2=2,2-4=27,4-6=25,6-7=20 Concentrated Loads(lb) Vert:17=-75 18=75 18)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-4=37,4-6=89,6-7=64,1-12=35,10-12=60,8-10=35,7-8=17 Horz:1-2=20,2-4=25,4-6=27,6-7=2 Concentrated Loads(lb) Vert:17=75 18=75 19)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0:6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=64,2-4=64,4-6=64,6-7=64,1-14=17.12-14=35,10-12=60,7-10=-35 Horz:1-2=2,2-4=2,4-6=2,6-7=2 Concentrated Loads(lb) Vert:17=75 18=75 20)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0:75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate-Increase=1.60 Uniform Loads(plf) Vert:1-2=64,24=64,4-6=64,6-7=64,1-12=35,10-12=60,8-10=35,7-8=17 Horz:1-2=2,24=2,4-6=2,6-7=2 Concentrated Loads(lb) Vert:17=76 18=75 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=72,2-4=72,4-6=32,6-7=32,1-12-20,10-12=30,7-10=20 Concentrated Loads(lb) Vert:17=75 18=75 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=32,2-4=32,4-6=72,6-7=72,1-12=-20,10-12=30,7-10=20 Concentrated Loads(lb) Vert:17=75 18=75 23)3rd Dead+0.75 Roof-Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=62,2-4=62,4-6=32,6-7=32,1-12=-35,10-12=-60,7-10=35 Concentrated Loads(lb) Vert:17=75 18=75 24)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 n'Iform Loads(plf) Vert:1-2=32,2-4=32,4-6=62,6-7=62,1-12=35,10-12=60,7-10=35 Concentrated Loads(Ib) Vert:17=75 18=75 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE-PAGE Mll-7473 rev.511 912 02 0 BEFORE USE. I 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 vedfy 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 ANSYTPH Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. fety Sa Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465951 • 2813831_AKINNAGBE_RES AH7 Roof Special Girder 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:24 2021 Page 1 ID:JIHSm_VepGl3hfwsRWAELZzvS?N-J Wam IRBmY?tWMkUBkXSnQeT610gC9Q5D0oG41CyZTsb 4-0-0 16-0-0 25-0-0 28-0-0 32-0-0 4-0-0 3-0-0 9-0-0 9-0-0 3-0-0 4-0-0 Scale=1:55.6 NAILED Special 3x6 11 7.00 12 5xa= 4x6= Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5xB— 3.00 12 3 16 17 18 1920 4 5 21 22 23 24 6 — 6x8 6xB x 2 7 1 B " I" r" 0 3x6= • 3x6= 15 14 13 25 26 27 28 12 29 30 31 32 11 10 9� 1.5x8STP= 4x6 NAILED NAILED NAILED 1.5x8STP= NAILED NAILED NAILED 4x6 1.5x8STP= 2x4 II THJA26 7x10= THJA26 2x4 II NAILED NAILED i 2-0-0 4-0-0 7-0-0 T5-10-0 1 -0 25-0-0 28-0-0 30-0-0 32-0-0 2-0-0 2-0-0 3-0-0 8-10-0 0--0 9-0-0 3-0-0 2 0-0 2-0-0 Plate Offsets(X Y)— [1:0-5-1 0-0-8] [3.0-5-4 0-2-12]-[4:0-4-8 0-1-8] [6:0-5-4 0-2-12] [12:0-5-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. • DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.06 10-11 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.06 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT)- 0.02 9 n/a n/a BGDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight:405 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2_ BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. WEBS 2x4 SP No.3 "Special"indicates special hanger(s)or other connection device(s) REACTIONS. (size) 12=0-8-0,15=0-8-0,9=0-8-0 required at location(s)shown.The design/selection of such special Max Hart 15=155(LC 6) connection device(s)is the responsibility of others.This applies Max Uplift 12=-3713(LC 8),15=-1783(LC 8).9=161 O(LC 8) to all applicable truss designs-in this job. Max Grav 12=2565(LC 36),15=1120(LC 39),9=1120(LC 38) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=930/1053,2-3=1737/1902,6-7=1754/1950,7-8=943/1057 BOT CHORD 1-15=-946/886,14-15=1010/1012,13-14=1084/1123,12-13=1590/1672, 11-12=1563/1532,10-11=1056/982,9-10=949/890,8-9=949/890 WEBS 2-14=-906/1067,2-13=725/748,3-13=253/695,3-12='1566/1877,4-12=1445/2256, 6-12=1548/1924,6-11=276/696,7-11=726/749,7-10=906/1006 NOTES- (15) 1)2-ply truss to be connected together with 1Od(0.131"xT)nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 tows staggered at 0-9-0 oc. 41�'j��! 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;VuK=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;.BCDL=3.Opsf;h=35111;B=45ft;L=60ft;eave=7ft;Cat. lit;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch 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 speck �'LI to the use of this truss component. i T /_C�F 6)Provide adequate drainage to prevent water ponding. ' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��'�� L R 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 1 will fit between the bottom chord and any other members. �S/ •••�`' ��,' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 12=3713,15=1783,9=1610. 10)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 7-0-6 from the left end to connect truss(es)to Michael,&Magid PE No.53681 front face of bottom chord. M7ek USA;anc ft Cert 6634 11)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 24-11-10 from the left end to connect 6904 Parke East Blvd..Tampa.FL-33610: truss(es)to front face of bottom chord. Oath: 12) Fill all nail holes where hanger is in contact with lumber. September 27,2021 'hiliKkates 3-10d 0.148"x3' or 3-12d 0.148"x3.25" toe-nails Per NDS ouidlines. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 BEFORE USE. ' Design valid for use only with M7ek8 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 p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (yliTew is always required for stabllky,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 ANSUTPH-Quallty Crltedo,USB-09 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 i Job Truss Truss Typa Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465951 2813831_AKINNAGBE_RES AH7 Roof Special Girder 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:25 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-nj88znCOJ I?M_t3OHEzOzs?HnoARutL9FSOdreyZTsa NOTES- (15) 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)554 lb down and 673 lb up at 7-0-0,and 554 Ib down and 673 Ib up at 25-0-0 on top'chord. The design/selection of such connection device(s)is the responsibility of others. 15)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of tfie building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=72,2-3=72,3-6=72,6-7=72,7-8=72,1-8=20 Concentrated Loads(lb) Vert:3=150(F)5=103(F)6=150(F)13=144(F)11=144(F)16=103(1`)17=103(1`)18=103(F)20=103(1=)22=103(F)23=103(F)24=103(17) I ®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®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 MiTele 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/1 Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety/Mormation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job JTruss Truss Type Qty Ply Coastal Const 281383l_AKINNAGBE RES T25465952 � 2813831_AKINNAGBE_RES AH7A Roof Special Girder 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:26 2021 Paoe.1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-FviWA7DD4c7Dc1 earyV FV3YUtCODdKeJT61BN4yZfsZ 4-0-0 i 7-0-0 13-8-0 194-0 i 28-0-0 , 32-M 3-0-0 643-0 5-8-0 843-0 4-0-0 Scale=1:56.4 5x6= 5 Special 7.00 F12 5x8= 6x8= 3.00 12 3 -6x8 6x8 c 6 a 2 7 1 I" O 3x6= 15 14 13 1fi 12 11 10 9 8' 3x6= 1.5x8 STP= 6x8= LUS26 3x4= 4x6 5x8= 1.5x8.STP= 3x4= 3x8 II THJA26 2x4 II 2-0-0 4-0-0 7-D-0 13-8-0 194-0 28-0-0 30-0-0 32-0-0 2.0-0 2-0-0 3-0-0 64-0 5-8-0- 841-0 2-D-0 1 2-0-0 Plate Offsets(X Y) [1:0-D-1 0-0-11] [3:0-5-4 0-2-12] [13'0-3-8 D-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.27 12-13 >999 240 MT20 244/190- TCDL 16.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.25 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) -0.05 =8- n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:425 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 DO purlins. BOT CHORD 2x6 SP No.2 BO.T CHORD Rigid ceiling directly applied or 7-3=1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0,8=0-8-0 Max Horz 15=381(LC 31) Max Uplift 15=-3086(LC 8).8=1949(LC 8) Max Grav 15=2589(LC 39),8=1701(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2272/2155,2-3=-4433/4906,3-4=4426/5196,4-5=2193/2563,5-6=2205/2481, -6-7=1930/1930 BOT CHORD 1-15=1953/2108,14-15=1953/2393,13-14=2296/2675,12-13=4106/4160, 10-12=-48B2/4660,9-10=1956/1935,B-9=-1783/1813,7-8=-1783/1813 WEBS 2-14=-2191/2640,2-13=1855/1643,3-13=122011459,3-12=-1954/1543,4-12=741/1063, 4-10=3100/3542,5-10=1690/1591,6-10=682/570,6-9=947/1331 NOTES- (14) 1)2-ply truss to be connected together with 1Od(0.131"xY)nails as follows: `��llf � Top chords connected as follows:2x6-2 rows staggered at-0-9-0 DO. `,t1� P� S., M A'OI�� Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 'Q ��. Webs connected as follows:2x4-1 row at D-9-0 oc. C E N.s� . 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(.e)-section.Ply to f ply connections have been provided to distribute only loads noted-as(F)or(B),unless otherwise indicated. No •� 53`68'1. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;-h=35ft;B=45ft;L=60ft;eave=7ft;Cat. _ 11;Exp D;Enc[,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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 speck ST .Q . .14/ to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 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)except(jt=lb) 15=3086,8=1949. Mlchael S.Magld PE No;53681 10)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 7-0-6 from the left end to connect truss(es)to MiTek USA;-Inc FL Cert.6634 back face of bottom chord. 6904 Parke:East Blvd..Tampa FL 33610` 11)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent at B-7-4 from the left end to bate! connect truss(es)to back face of bottom chord. Continued on page 2 September 27,2021 12 Fill all nail holes where han er is in contact with lumber. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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 ANS11TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36510 Job Truss Truss Type City Ply Coastal Const 2813831_AKINNAGBE RES T25465952 • 2813831 AKINNAGBE_RES AH7A Roof Special Girder 1 Job Reference o tional Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:26 2021 Page 2 ID:JtHSm VepGl3hfwsRWAELZzvS?N-FviWA7DD4c7Dc1earyVFV3YUtCQDdKeJT61BN4yZTSZ NOTES- (14) 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)554 lb down and 673 lb up at 7-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of t ie building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plfl Vert:1-2=72,2-3=72,3-4=72,4-5=72,5-6=72,6-7=72,1-7=20 Concentrated Loads(lb) Vert:3=150(B)13=144(B)16=-997(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use onlywith 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.Bracingindicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ' M(Tek' 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 ANSIITP11 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Sarerylntiormation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465953 , 2813831_AKINNAGBE_RES AH9 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:28 2021 Page 1 I D:JtH Sm_VepG 13hfwsRWAELZzvS?N-B IgGbpE GcDNxrLozzNXjaUdrNOB n591cxQ E IRzvZTsX 4-0-0 9-0-0 16-0-0 23-0-0 28-0-0 32-0-0 411 5-0-0 7-4-0 7-0-0 5-0-0 4-0-0 Scale=1:55.4 6x8= 3x8 I I 6x8= 7.00 12 3 1516 4 1718 5 LOFT2 6x8 6 6x8 a 2 v 1 7 I" _ o 5x6— 14 13 12 19 BJ 11 20 10 9 B' 5x6 1.5x8 STP= 4x6= 1.5x8 STP= 4x6= 1.5x8 STP= 3x6 I I Bx14 MT20HS= 3x6 I I 2-0-0 431-0 9-0-0 15-10-0 1 -0 23-0-0 28-0-0 30-0-0 32-M 2-0-0 2-0-0 5-0-0 6-10-0 0--0 7-0-0 Plate Offsets(X Y)— [1•D-2-9 Edge] [3.0-6-4 0-3-0] [5.0-6-4 0-3-0] [7:D-2-9 Edge} [l1:0-7-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate-Grip DOL 1.25 TC 0.54 Vert(LL) 0.13 9-10 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.12 9-10 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inr YES WB 0.813 Horz(CT) -0.02 8 n/a -n/a BCDL 10.0 Code FBC2020rP12014 Matrix-SH Weight:211 lb FT=20% -LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD- Rigid ceiling directly applied or 7-1-1 oc bracing.- WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0,14=0-8-0,8=0-8-0 Max Horz 14=234(LC 11) Max Uplift 11=-2765(LC 12).14=1325(LC 12).8=1151(LC 12) Max Grav 11=1489(LC 1),14=746(LC 21),8=746(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-354/1335,2-3=-493/1508,3-4=951/323,4-5=-961/323,5-6=-493/1519, 6-7=354/1409- BOT CHORD 1-1 4=1 187/294,13-14=1232/323,12-13=1331/370,11-12=10191359,10-11=-1 010/359, 9-1 0=1 358/346,8-9=-1258/294,7-8=1 2581294 WEBS 2-13=404/909,2-12=114/375,3-12=1501/276.3-11=751/2889,4-11=-645/1007, 5-11=-751/2953,5-1 0=1 537/276,6-1 0=1 13/418,6.9=-404/910 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)I�Exp DS Encl.CE ,GCp 0 18;MWFRS(directional)nal)and C-1C9Ext nor(E)0-0-0 t 4-0-0,Interior(1)4-0-0 to 9-0-0,Extterio(2R)79-0-0 to ft;Cat. �, �� 15-0-0,Interior(1)15-0-0 to 23-0-0,Extedor(2E)23-0-0 to 28-0-0,Interior(1)28-0-0 to 32-0-0 zone;cantilever left and right exposed end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber- ��, DOL=1.60 late grip DOL=1.60 �. . p s p N.p 5,3681 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)All plates are MT20 plates unless otherwise indicated. �C 'J •44 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads., Q F ,• L!` 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 1 OD lb uplift atjoint(s)except(jt=lb) 9)"This 765 manufactued product is designed as an individual building component. The suitability and use of this component for any 1.���ISN A ,`;�`` particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S;Magid PE No.53681 MiTek USA,-Inc.FL.Dert6t534 6904 Parke Ust Blvd.Tampa FL 33610: Uafe: September 27,2021 ®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 M7ek®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 MiTpik• 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 ANSUTFI!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 I JJob Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465954 • 2813831_AKINNAGBE_RES AH9A Roof Special 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:29 2021 Pagel ID:JtHSm VepGl3hfwsRWAELZzvS?N-gUNfo9FuNXVoTVN9W42y7iA_gPXPgckIA4_r_PyZTsW 4-0-0 9-H 15-0-0 19�-0 28-0-0 32-M 4-0-0 5-0-0 6 8 0 3-&-0 8-8-0 4-0-0 Scale=1:56.0 I 6x8-= 5 6x8= 6x8= 7.00 12 3 3.00 12 1r 17 6x8 G 5x8 a a 2 6 1 7 Io 5x6— 14 13 12 11 3x8 10 9 8� = 1.5x8 STP= 5x8— 4x6 5x8= 1.5x8 STP= 3x8 II 3x8 11 2-0-0 4-0-0 9-0-0 194-0 28-0-0 30-0-0 32-M 22 2-0-0 5-0-0 10-4-0 841-0 2-0-0 2-0-0 Plate Offsets(X,Y)— [1:0-2-9,Edgel,[6:0-3-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.23-9-10 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.20-9-10 >999 180 -BCLL _0.0 Rep Stress Incr YES WB 0.83 Horz(CT) -0.04 8 n/a n/a BCD 10.0 Code FBC2020/rP12014 Matrix-SH Weight:213lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. 5-6:2x6 SP M 26 BOT CHORD Rigid ceiling-directly applied or 6-6-2 cc bracing. BOTI CHORD 2x6 SP M 26 WEBS 1 Row at midpt 6-10 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0,8=0-8-0 Max Horz 14=-381(LC 10) Max Uplift 14=1769(LC 12),8=1595(LC 12) Max Grav 14=1472(LC 1),8=1472(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPI CHORD 1-2=1324/'1084,2-3=2074/2309,3-4=1867/2190,4-5=1834/2236,5-6=1822/2019, 6-7=1580/1473 BO I CHORD 1=14=953/120B,13-14=968/1434,12-13=1153/1546,10-12=2353/2191, 9-10=1495/1586,8-9=1351/1469,7-8=-1351/1469 WEBS 2-13=1010/1538,2-12=768/442,3-12=358/526,4-12=629/881,4-10=1258/1616, 5-1 0=1 223/1228,6-10=441/398,6-9=902/1462 NOTES- (8) ,�g11111Ii/�� 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L-60R;eave=7ft;Cat. III Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 4-0-0,Interior(1)4-0-0 to 9-0-0,-Exterior(2R)9-0-0 to �, �Q 15-0-0,Interior(l)15-0-0 to 194-0,Extedor(2R)194-0 to 254-0,Intedor(1)25-4-0 to 32-0-0 zone;cantilever tetfand right exposed; •� V F•�•; end vertical left and right exposed;C-C for members and forces-&MWFRS for reactions-shown;Lumber DOL=1:60 plate grip DOL=1.60 �. No 5,3001 r 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific *:' to the use ofthis truss component. 1Mr 4)Provide adequate drainage to prevent water ponding. 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 fora 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. '� P �'�•" 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except at=lb) ii���1•� R�A `�`�� 14=1769,8=1595. ♦: 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S.,Magid PE No.53681 Miiek-b8A,ahc$.Celt 6634 ON.ParkefasfBIA.Tampa -33610 Gate: i September 27,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1 912 02 0 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 MiTPik• 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/TP11 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 i Job Truss Truss Type Qty Ply Coastal Const_2813831-AKIN NAGBE RES T25465955 , 2813831 AKINNAGBE_RES AH11 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:16 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-Y_5k4i5kRXsePVtfGrJu5y7igA?JHkVrAZKfGfyZTsj 4-0 0 11-M 21-M 28-0-0 3211 411 7-0-0 10-0-0 7-0-0 4_. Scale=1:54.8 6x8= 5x8= 7.00 12 3 1516 1718 4 3.00 12 _ N 6x8� 14 19 5 6x8 z N 2 ' 6 TN 0 3x8= 1� 12 11 20 3x4= 1.5x8 STP= 4x6= 910 8 7 3x8 II 4x6= 7x1D= 3x8 II i 2-0-0 2r4r04-0-0 11-0-0 15-0-0 i 21-0-0 28-0-0 i 30-0-0 32-0-0� 2-0-0 0-4-0 1-8-0 711 4-6-0 5-6-0 7-0-0 2-0-0 2-0-0 Plate Offsets(X Y)- [1:0-4-1 0-0-8] [3.0-5-4 0-3-12] [4:0-4-4 0-3-4] [8:0-5-0 0-4-8] LOADING-(psf, SPACING- 2-G-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.90- Vert(LL) 0,13 11-12 >999 240 MT20 244/190 TCDL 16.0 Lumber-COL 1.25 BC 0:78 Vert(CT) -0,1411-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 -Code FBC2020/rP12014 Matrix-SH Weight;210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD -2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-8,5-8 REACTIONS. All bearings 14-6.0 except(jt=length)13=0-8-0,10=0-3-8. (lb)- Max Horz 13=315(LC 11) Max Uplift All uplift 100 lb or less at joints)10 except 8=1504(LC 12),7=625(LC 13),13=1244(LC 12) Max Grav All reactions 250 lb or less at-joint(s)10 except8=1449(LC 17),7=609(LC 24),13=1039(LC 20) -FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1009/601,2-3=889/882,3-4=317/389,4-5=-633/494,5-6=2108/469 BOT CHORD 1-13=504/927,12-13=504/1963,11-12=605/1221,10-11=-406/876,8-10=406/876, 7-8=374/1932,6-7=-415/2085 WEBS 2-12=517/1018,2-11=394/207,3A 1=18/330,3-8=-1290/1539,4-8=837/1398, -5-8=1004/182,5-7=-438/1185 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. to 17 0 0,nteri r(1 j 17 0-0 to 21-0-0(dExtedor(2R)21-0-0 to 27-G-0?nt rior(1)270-0 to 32-D-01 zone;cantilever left and right)11-0-0 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 1�� \G;• G,,Ea1j + grip DOL=1-60 V 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. = ISO 53681. �. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. •.. *' tall by 2-0 0 wide 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 �_� •6%,? will.fit between the bottom chord and any other members,with BCDL=10.0psf. 53. tLl 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 8=1504,7=625,13=1244. ��� 0 Q' •� `�� 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any s particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." '�i,S O N Af % Mlchael:S;vMadId PE No 53681 MTWOSA;-Inc(FL:Cert 6634 ,6904'Parke East Blvd.Tampa FL 3361 O' bate:. September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.51192020 BEFORE USE. Design valid for use only with Mrlek®connectors.This design Is based only upon parameters shown,and Is for an individual buildng 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 andlor 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 ANSLITP11 Quality Criteria,DSB­89 and BCSI Building Component 6904 Parke East Blvd. Safety/ntbrmation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Tampa,FL 36510 Job JTArlu, ss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T25465956 • 2813831_AKINNAGBE_RES 1A Roof Special 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:17 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-0Af6H26NCr V1fSrpZg7eAguxaRO08LPD4CY5yZTsi 4-0 0 11-0-0 17-M 19 4-0 28-0-0 3211 4-0-0 7.0-0 641-0 1 8 0 8-8-0 4-0-0 Scale=1:56.6 6x8= 5x8= 6x8= 5 7.00 Ft2 3 16 17 3.00 12 18 _ N Pi 6x8 6 5x8 m 1 15 7 N a 5x6— 14 13 12 11 10 9 8, 3x8= 1.5x8 STP= 4x6= 4x6— 5x12= 1.5x8 STP= 3x8 I I 3x8 I I 2-0-0 4-0-0 11-0-0 17-M 28-0-0 30-0-0 32-0-0 2Z 2-0-0 7-0-0 6-8-0 104-0 2-0-0 2.0.0 Plate Offsets(X,Y)- fl:0-2-9,Edge],[3:0-5-4,0-3.4],[5:0-4-0,0-3-4],[6:0-0-OiO-3A],[7:0-0-1,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.26 9-10 >999= 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.26 9-10 >999— 180 BCLL O:o Rep Stress Inrr YES WB 0.96 Horz(CT) -0.03 8 n/a n/a BCD L 10.0 Code FBC20201TP12014 Matrix-SH Weight:221 lb FT=20% LUMBER- BRACING- TOPi CHORD 2x6 SP No.2-Except- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. 5-6:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied-or 7-4-1 oc bracing. BOTI CHORD 2x6 SP M 26 WEBS 1 Row at midpt 6-10 WEBS 2x4 SP-No.3 R ICTIONS. (size) 14=0-8-0,-8=0-B-0 Max Horz 14=381(LC 10) Max Uplift 14=1769(1_C 12),8=1595(LC 12) Max Grav 14=1472(LC 1),8=1472(LC 1) FORCES. {Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TO,CHORD 1 CHORD 1-2= 487/1213,2-3=1933/2202,3-4=1914/2387,4-5=2144/2657,5-6=1776/2054, 6-7=1650/1465 BO I CHORD 1-14=1090/1373,13-14=1119/1604,12-13=-1303/1708,10-12=1449/1603, 9-10=1483/1639,8-9=1341/1532,7-8=1341/1532 WEBS 2-13=927/1521,2-12=-437/251,3-12=37/284,3-10=-312/399,4-10=1176/1525, 5-10=1389/1350,6-9=830/1433,6-10=510/381 NOTES- (8) ��f111111;/ 1)Unbalanced roof live loads have been Considered for this design. ,�� _.EL S., q 1I,io 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. . , III Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 4-0-0,Interior(1)4 0 C o 11 0 0,Exterior(2R)11-0-0 �i to 17-0-0,Interior(1)17-0-0 to 194-0,-Extericr(21R)19-4-0 to 25-4-0,Interior(1)25-4-0 to 32-0-0 zone;cantilever left and right ` � l� �•� exposed;end vertical left and right exposed;C-C for members and forces&MIWFRS for reactions shown;Lumber DOL=1.60=plate r; g�p DOL=1.60 �. :.,. IUD 001 .. 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -J3 6)•lis 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 fA between the bottom chord and any other members. ♦ .� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ice,�s OR 14=1769,8=1595. ��� t�- 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any ��,� N P1' -I111�% particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Mlchael.5.Magid OE No.53.681 M,rekll kiile kbe46634 6904'Parke East Blvd.Tampa FL-33610; Data: September 27,2021 �WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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 WOW 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 BCSI Building Component 6904 Parke East Blvd. Safetyin/orrration available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465957 2813831_AKINNAGBE_RES AH13 Roof Special 2 1 Job Reference(optional) Builders FirslSource(Tampa,FL),_ Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:18 2021 Page 1 I D:J1H Sm—Vep G13hfwsR WAELZzvS?N-U N DUV 07?z96Mep12NGLMAN D6G_n Elju7etpm 5YyZTsh 4-2 13-0-0 19-0-0 , 28-0-0 , 32-0-0 r 4-0-0 9-0-0 6.0-0 9-0-0 "o Scale=1:55.8 6x8= 5x8= 3 15 16 4 7.00 12 3.00 12 14 17 o 6x8 6x8 zz 5 Z 1 6ER I" 0 3x8= 13 12 11 18 10 9 .6 7' 3x8= 1.5x8 STP= 4x6= 4x6— 5x6= 1.5x8-STP= 3x8 II 3x8 II 2-00 2 4-0-0 13-0-0 19-0-0 28-0-0 29-&0 32-0-0 2-0-0 1-E-0 9-0-0 6-0-0 9_" 1-6-0- 2-0-0 Plate Offsets(X Y)— [r0-0-1 0-0-7) I2:0-3-1z 0-3-8) [3•a5-4 0-3-12) 14.0-4-1z 0-3-0) 15:0-3-1z G-3-8) [6:0-0-rD-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.43 -Vert(CT) -0.23 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 HOrz(CT) -0.03 7 n/a rUa BCDL 10.0 Code FBC2020/TPI2014 Matrix--SH Weight:217 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins. 2-3,4-5:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-1-14 cc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 2-11,3-9,5-9 WEBS. 2x4 SP No.3 REACTIONS. (size) 13=0-e-0,7=0-8-0 Max Horz 13=-395(LC 10) Max Uplift 13=-1769(LC 12),7=1595(1_C 12) Max Grav 13=1608(LC 20),7=1604(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1839/1370,2-3=1836/2082,3-4=1612/2181,4-5=1829/2096,5-6=1847/1489 BOT CHORD 1-1 3=1 259/1730,12-13=1322/2026,11-12=151112131,9-11=-1 342/1703, 8-9=1518/1842,7-8=1372/1737,6-7=1372/1737 WEBS 2-12=BB4/1533,2-11=-486/331,3-11=58/416,3-9=345/347,4-9=109/496, 5-9=503/461,5-8=884/1517 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;VuR=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B--45ft;L=60ft;eave=7ft;Cat. � II;Exp D;Encl.,GCpi=0.18;MWFRS-(directional)and C-C Exterior(2E)0-0-0 to 4-0-0,Interior(1)4-0-0 to 13-0-0,Exterior(2E)13-0-0 �% �j� to 19-0-0,Extedor(2R)19-0-0_to 25-0-0,Interior(1)25-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right ,� \ , '�Ci N S •% exposed;C-C for members and forces&MWFRS for reactions shown;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 .f•• is c to'the use of this truss component. N 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0=1b) AN 13=1769,7=1595. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." q ONA� Michael 5:Mapltl PE No.53681 MiTek b$A,.Inc:fL Cert 6634 6904,Parke,EiO Blvd.Tan pa':FL 33610: Oate September 27,2021 A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511912020 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 Welk' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Itll�iPi,�• 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 ANSVTP/t Quality Criteria,DSB-89 and SCSI Building Component 69D4 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 Coastal Const 2813831_AKINNAGBE RES T25465958 2813831 AKINNAGBE_RES AH15 Hip 1 1 Job Reference(optional) Builders FirstSource,Tampa,Plant City,Florida 33566 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 21:15:21 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-WhhfWxp7R]j00?h3k IgjALkxUVPim0Av9P6KFyZK5K 4-0-0 6-1013 14-4-0 1 17-0-0 22-2-0 27-4-0 2 32-0-0 4-0-0 4-10-4 5-512 2-0-0 5-2-0 5-2-0 4-0-0 Scale=1:57.0 6x8= 6x8= 3x6 II 5 5 4 7.00 F12 6x8 Q 6x8 i 7 3 N 0 3.00 12 21 cO 6x8 20 10x14-z�- 7x1D Z 2 8 10 1 1-1 4X8 12 1— 3x4— Io 10 13 j 5x8= 2x4 II Sx6— 19 18 17 1615 11 5x8 1.5x8 STP= 5x8= 3x4 11 3x4= 3x6 11 1.5x8 STP= 2-0-0 4-0-0 8-10-4 14-0-0 14-4-0 17-0-0 22-2-0 27 4-0 3D-0-0 , 32-M , 2-0�-0 �2-0-0 4-10-0 5-1-12 0-0-0 2-8-0 5-2-0 5-2-0 2-8-0 2-0-0 Plate Offsets(X Y)— [1:0-2-9 Edoe] [5:G-4-0 0-2-12] [7:0-4-0 0-3-12] [8.0-3-0 0-0-0] [8:0-8-11 0-SO] [9:0-6-5 0-2-8] [9:0-6-12 0-6-4] [14:0-2-12 0-2-12] [18:0-4-4 0-1-8] LOADING-(psf) SPACING- 2-0-0 CSI. DEFL. in (1oc) Well L/d PLfrTES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.45 11 >742 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.46 11 >712 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) -0.21 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Weight:249 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except*- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. 6-9:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. Except: BOTICHORD 2x6 SP M 26*Except* 5-2-0 o-bracing:8-12 4-16:2x4 SP No.3,10-11:2x6 SP No.2 6-3-0-oc bracing:12-13 WEBS 2x4 SP No.3 10-0-0 oc bracing:14-16 WEDGE JOINTS 1 Brace at Jt(s):12 Right:2x8 SP 240OF 2.0E REAICTIONS. (size) 9=0-8-0,19=0-8-0 Max Hoe 19=513(LC 11) Max Uplift 9=1852(LC 12);19=1769(LC 12) Max Grav 9=1435(LC 1),19=1492(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1344/1048,2-20=2133/2389,3-20=-2101/2401,3-4=-1948/2323,4-5=2001/2620, 5-6=-1613/2109,6-7=1855/2242,7-21=-2707/3148,8-21=2743/3129,8-9=659/798 BOI CHORD 1-19=918/1226,18-19=1006/1534,17-18=1196/1648,16-17=269/271,4-14=269/584, 13-14=1182/1436,12-13=2480/2303,8-12=2480/2303 WEBS 2-18=1023/1564,2-17=-850/438,3-17=1901425,1 4-1 7=1 70 611 672,3-14=404/635, 5-14=1189/832,5-13=227/320,6-13=775/698,7-13=1284/1721.7-12=336/472 ,`',`�P�L IS,l^w NOTES- (9) G� 1)Unbalanced roof live loads have been considered for this design. `����,• ,G E N$F �� �� 2)Wind:ASCE 7-16;Vult=180mph(3-secand gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=6011;eave=7ft;Cat. • i Ili Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 4-0-0,Interior(1)4-0-0 to 15-0-0,Exterior(2E)15-0-0 NO '5.3081 '. to 17-0-0,Exterior(2R)17-0-0 to 25-5-13,Interior(1)25-5-13 to 32-0-0 zone;cantilever left and right exposed;end vertical left and a *..• right exposed;C-C for members and forces&MWFRS for reactions shown;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. i. E/ F 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 6)•iThis truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��i ,t� •� 0 R will fit between between the bottom chord and any other members. s `C 7)at ovidemechanical connection(by others)of truss to bearing plate capable of withstanding 1852 lb uplift at joint 9 and 1769 Ib uplift i��I,s fo joint l N A *`,�%` 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Mlctiat LS:Magid PE No,53681 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for-any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Mhl kbSklne fLEeh 6634 004.Parke East.Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date. September 27,2021 i ®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 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 MOW i 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 ANSMIR11 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 Coastal Const_2813831_AKINNAGBE RES T25465959 2813831_AKINNAGBE—RES AH15A Roof Special 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,-EL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:21 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-vyud7Q9tF4UxVGld2Pv3oOrd1 Bpiy07aKr2QhtyZTse 4110 9-6-0 , 15-0-0 , 17-0-0 22-6-0 28-0-0 32-0-0 40-0 ' NIP, 5$0 2-0-0 5-6-0 5-6-0 40-0 Scale=1:57.7 6x8= 6x8= 4 5 7.00 12 5x6 i 5x6 183 6 19 N 3.00 12 m 6x8 6x8 zz 2 7 1 8 IN O 5x6— 17 16 15 14 13 12 11 10 9• 5 x6- 1.5x8 STP= 46—_ 46—_ 4x6= 1.5x8 STP= 3x8 I I 3x4= 3x4= 3x8 11 2-0-0 2r4�0 4-0-017-0-0 22E-0 , 28 M , 29 8-03¢g-0 32-0-0 2-0-0 0 1-:.H -5E-0 5-6-0 2-01 5-6-0 5-6-0 1-8-0 2-0-0 Plate Offsets-(X Y)— [1:0-2-9 Edge] [3:0-3-0-0-3-8]_[6:0-3-0,0-3-8] [8:0-2-9,Edoe] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate-Grip DOL 1.25 TC 0.62 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 16.0 Lumber COL 1.25 BC 0.38 Vert(CT) 0-13 10-11 >999 180 BCLL 0.0 Rep-Stress Incr YES WB 0.75 Horz(CT) -0.03 9 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No-.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 cc purtins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-7-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 97=0-8-0,9=0-8-0 Max Horz 17=-476(LC 10) Max Uplift 17=-1769(LC 12),9=-1595(LC 12) Max Grav 17=1472(LC 1),9=1472(LC 1) FORCES. (Ib).-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1353/1084,2-3=2055/2251,3-4=1596/1958,4-5=1410/1860,5-6=1596/1943, 6-7=205512266;7-8=1353/1237 BOT CHORD 1-17=954/1237,16-17=-954/1531,15-16=-1107/1642,14-15=17_12/1846, 12-14=-907/1201,11-12=1661/1636,10-11=-1247/136rs,9-1 0=1 102/1237, 8-9=-1102/1237 WEBS 2-16=984/1504,2-15=730/367,3-15=33/270,3-14=-820/1024,4-14=-571/510, 5-12=572/510,6-12=820/1024,6-11=34/270,7-11=-729/367,7-10=984/1499 NOTES- (8) \t11111117II 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)'dssd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=6Dft;eave=7ft;Cat. ��GaP e. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 4-0-0,Interior(1)4-0-0 to 15-0-0,Exterior(2E)15-0-0 ♦ '•G.E N S to 17-0-0,Exterior(2R)17-0-0 to 23-0-0,Interior(1)23-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3 BuildingDesigner/ner/Project engineer responsible for-verifyinga lied roof live load shown covers rain loading requirements specific + NO 53681 �. 9 1 9 P PP 9 q P � *•• �+• to the use of this truss component._ 4)Provide adequate drainage to prevent water ponding. *' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0= Lr 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide F Z(/ will fit between the bottom chord and any other members. 7 Provide mechanical connection(by others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except(jt=lb) �i.T �• Q;•' -��" 17=1769,9=1595. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any /jsf. •• �` ��� articular building is the responsibility of the building designer per ANSI TPI 1 as referenced b the building code." J!/ N.AL ', P 9 P Y 9 9 P Y �IILLtlll�l. 'MlchaefS Magtd;RE No.53681 Mtdk 6$4 Inc.FL Ceti 6634 6904.Parke'WBlvd:.Tampa FL'33610: .`Date: September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use only with M,Tek®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/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 Coastal Const_2813831—AKINNAGBE RES Tzs4sssso 2813831_AKINNAGBE—RES B Common 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:30 2021 Page 1 ID:J1HSm VepGl3hfwsRWAELZzvS7N-8gx10VGWBrdf5fxL4oZBgvjAlpnoZDxuOkjOWryZTsV -2-0-0 6-2-0 12-0-0 14-0-0 2-0-0 6-2-0 6-2-0 2-0-0 5x6= Scale=1:40.4 3 7.00 12 5x8 11 5x8 11 4 2 5 1 0 m B 9 7 6x8= 6 6x8= 12-0-0 124-0 Plate Offsets(X Y)— [2.0-4-0 0-1-12] [4:0-4-0 0-1-12] [6:Edge 0-4-8] [7:Edge 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) -Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.33 6-7 >433 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.55 6-7 >263 180 BCLL 0.0 ' Rep Stress Incr YES_ WB 0,20 Horz(CT) 0.01 -6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP-No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP ND.2 except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly,applied or 7-9-4 oc bracing. 3-7,3-6:2x4 SP No.3 WEBS 1 Row at midpt 3-7,3-6 REACTIONS. (size) 7=Mechanical,6=Mechanical Max Horz 7=-609(LC 10) Max Uplift 7=-939(LC 12),6=939(LC 12) Max Gram 7=769(LC 17),6=769(LC 18) 1 FORCES. (lb)-Max.-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP'CHORD 2-3=553/652,34=553/652,2-7=806/1007,4-6=805/1007 BOTICHORD 6-7=243/603 WEBS 3-7=536/281,3-6=535/280 NOTES- (8) 1)U(lbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vuh=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. II l Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)-2-0-0 to 4-0 0,Interior(1)4-0-0 to 6-2-0,Extericr(2R)6-2-0 ���1� I o 12-2-4,Interior(1)12-2-4 to 14-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members E<_ and forces&MWFRS for reactions shown;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. v •';� �0: 4)This truss has been designed for a 10.0 psf bottom chard 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,with BCDL=10.Opsf. *=• �'* 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(it--lb) "II• L� 7 939,6=939. �. F 8)"1 his manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code:' ��'�� Y.� O.R, P •� � Michael.S.Magid PE No.53681 Mrrek USA;Inc.R.:Ced R34 6904,Parke East Blvd.Tampa FL 33610 :Data: September 27,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 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 ANSMlf quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. -Safety informadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Cty Ply Coastal Const_2813831_AKINNAGBE RES 2813831_AKINNAGBE_RES B1 Common T25465961 1 1 Builders FirstSource(Tampa,FL), Tampa,FL-335641 Job Reference o series 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:30 2021 Page 1 I D:JtH Sm_V epG 13hfwsR WAELZzvS?N-8gx10V G WBrdf5fxL4oZB gvj4ApmaZEP uOkj 0 WryZTsV 6-2-0 12-4-0 6-2-0 6-2-0 8x10 Scale=1:40.9 2 7.00 FIT 4x6 II 4x6 II 1 3 0 6 7 5 6xB= 4 6x8= 12.4-0 Plate Offsets(X,Y)— [2:0-7-4 0-2-41 [3:0-3-0 Edpe] [4:Edge 0-4-41 [5:Edoe 0-4-41 12-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) -0.34 4-5 >420 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.84- Vert(CT) -0.56 4-5 >258 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 4 n/a file BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. WEBS 2x4 SP No.2*Except-` WEBS 1 Row at midpt 2-5,2-4 2-5,2-4:2x4 SP No.3 REACTIONS. (size) 5=Mechanical,4=Mechanical Max Horz 5=532(LC11) Max Uplift 5=-603(LC 12),4=603(LC 12) Max Grav 5=636(LC 18),4=636(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except wherr shown. TOP CHORD 1-2=504/542,2-3=504/537,1-5=558/620,3-4=558/612 BOT-CHORD 4-5=-489/542 WEBS 2-5=-441/430,2-4=-441/438 NOTES- (6) 1)Unbalanced roof live loads have been considered forthisdesign. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and fl f l I t right exposed;C-C for members and forces&MWFRS for reactions shown;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 ,�� \G,•'�C,E�J S + �/ �i� )This truss has been designed far 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,with BCDL=10.Opsf. 5 68 N.O: .3 .1. . 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) 5=603,4=603. �. . 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." T MIa ,S.Magld_PE No.53681 141Tek IJSA;..Inc.FL.Cert 6634 6904 Parke Fa§t BWd..Tamjia FIL336*1 Date: September 27,2021 ®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 'y+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 ANSVTFll quality Criteria,DS8419 and BCS/Building Component Safetylatomradon available from Truss Plate Institute,2670 Crain Highway,suite 203 Waldorf.MD 20601 Blvd. Tampa,6904 Parke East East Job �T`H`7 5Truss Type City Ply Coastal Const_2813831_AKINNAGBE REST25465962 2813831AKINNAGBERES Common Girder 1 1 — — Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries-Inc. Mon Sep 27 09:08:32 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-433nRAIngStNKy5kCCbflKoUmdafl_OBs2CVakyZTsT 2-4-0 8-2-0 14-M 16-0-0 2-0 0 5-10-0 5-10-D 2�-0 5x8= Scale=1:36.6 3 Special Special 10 11 7.00 FIT 5x6 i 5x6 4 2 5 1- Io 3x4= . 8 12 7 13 • 3x4= 9 4x6= 7x10=THJA26 6 1.5x8 STP= THJA26 1.5x8 STP= 3x8-II NAILED 3x8 II 2-0-0 2,-4-p 8-2-0 , 14-0-0 1q-0r0 16-4-0 , 2 � 5-10-0 5-1P11 d-0b 2-0-0 Plate Offsets-(X Y)— [1:0-2-8 0-1 2] [2:0-3-0 0-3-8] [4:0-3-0 0-3-8] [6:0-4-12 0-1-8],[7:0-5-0 0-4-4] [9:0-4-12,0-1-8} LOADING (psf) SRACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.03 7-9 >999 240 MT20 24AI490 TCDL 16.0 Lumber=DOL 1.25 BC 0.29 Vert(CT) 0.04 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.77 Horz(CT) -0.01 6 We -n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:110 lb FT=20% LUMBER- BRACING- TOP,CHORD 2x6 SP ND.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc pudiins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0,9=0-8-0 Max Horz 9=333(LC 30) Max Uplift 6=-1905(LC 8),9=2105(1_C 8) Max Grav 6=1285(LC 38),9=1294(LC 39) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP.CHORD 1-2=313/374,2-3=1516/1727,3-4=1513/1721,4-5=274/364 BOT CHORD 1-9=342/318,7-9=649/545,6-7=3291276,5-6=329/276 WEBS- 3-7=394/379,4-7=1156/1236,4-6=1281/1649,2-7=1128/1208,2-9=1286/1764 NOTES- (13) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vuft=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left a�d right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �{{1,11 1!l&r� 3)Budding Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck �1��PEL .S- /� to the use of this truss Component. 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 III fit between the bottom chord and any other members. 6)Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(0=1b) . N o 5 36 � • �.. 6i 1905,9=2105. 7)Use Simpson Strong-Tie THJA26(THJA26 on 1 ply,Left Hand Hip)or-equivalent at 7-0-6 from the left end to connect truss(es)to — front face of bottom Chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 8)Use Simpson Strong-Tie THJA26(THJA26 on 1 ply,Right Hand Hip)or equivalent at 9-3-10 from the left end to connect truss(es)to ; T L F ((�►' front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 9)Fill all nail holes where hanger is in contact with lumber. �j��,t� TL Q Q'••\ -,��" 10) 'NAILED"indicates 3-1 Old(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)831 lb down and 1035 lb up at ��.•s% �`• •• `:- �� 7-0-0,and 831 lb down and 1035 lb up at 9-3.4 on top chord. The design/selection of such connection device(s)is the �I �� fill I responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Michael S.Magid PE No.53681 13)'This manufactured product is designed as an individual building component. The suitability and use of this component for any MI ik USA;-Ioc.FL:6ert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 61W..Parke;Eaat Blvd..Tatilpa EL 33610 Gate: LOAD CASE(S) Standard September 27,2021 ®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®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 is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iViiTek• 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 Best Building Component 69134 Parke East Blvd. Salety/nformatfan available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Tampa,FL 3661D Job Truss Truss Type City Ply Coastal Const 2813831_AKINNAGBE RES T25465962 2B13831_AKINNAGBE_RES BH7 Common Girder 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:32 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?NA33nRAIngStNKy5kCCb8KoUmdafl_OBs2CVakyZTsT LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=72,3-5=72,1-5=20 Concentrated Loads(lb) Vert:7=10(F)10=151(F)11=151(F)12=130(F)13=130(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 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 at russ 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-prevenfbuckling of individual truss web and/or chord members only.Additlanal temporary and permanent bracing iyliTek• 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 69t14 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 Coastal Const_2813831 AKINNAGBE RES T25465963 2813831 AKINNAGBE_RES C Roof Special 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug-16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:33 2021 Page 1 ID:JtH Sm_VepGl3hfwsRWAELZzvS?N-YFd9eWIPQm?EyGgwlw7uHYKhz1 mtmXnL4iy37AyZTsS 4-0-0 12-M 214-0 23-0-0 4-0-0 848-0 8-0-0 1 2-041 Scale=1:44.2 Sx12= 3 7.00 12 12 13 3.00 12 � 4x6 ZZ 5x8 5x8 ZZ 4 2 5 6LA T �1 IN ♦ 11 3x8= '1♦ 10 9 1 8 7 4x6 I I 1.5x8 STP= 3x8 I I 4x6 5x8= 3x6 I I 2-0-0 2 4-0-0 12-M 214-0 23-0-0 2-0-0 0 1-8-0 8-8-0- B-8-0 Plate Offsets(X Y)— [1.0-4-1 0-0-8L42:0-3=12 0-34]-[4:0-3-12 0-3-4] [6:0-4-3 0-0-4] LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1-25 TC 0.62 Vert(LL) 0.17 8-10 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.16 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight:156-lb ET=20% LUMBER- BRACING- TOPi CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly.applied or 5-0-1 oc purlins. 2-3,34:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 2-8,4-8 WEBS 2x4 SP No.3— SLIDER Right 2x4SP No.3 1-6-13 REACTIONS. (size) 6=Mechanical,11=0-8-0 Max Horz 11=381(LC 11) Max Uplift 6=1029(LC 12),11=1467(LC 12) Max Grav 6=954(LC 1),11--1193(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1187/922,2-3=1250/1429,3-4=1 25011 45 0,4-6=188312104 BOT CHORD 1-11=-819/1089,10-11=830/1356,8-10=-985/1430,7-8=1941/1706,6-7=1886/1692 WEBS- 2-10=-688/1278,2-8=-540/345,3-8=232/524,4-8=899/1261,4-7=106/418 NOTES- (8) 1)Unbalanced roof live loads have been considered-for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf,BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. III Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)0-0-0 to 4-0-0,Interior(1)4-0-0 to 12-8-0,Exterior(2R)12-8-0 to 18-8-0,Interior(1)18-8-0 to 23-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,� \ , '�C.E N 3)Building Designer/Project engineer responsible forverifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z N;o 5.3681 .. 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 240-0 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 at=lb) "; S 6=1029,11=1467. op 8) his manufactured product is designed as an individual building component. The suitability and use ofthis component for any R,�, Jl;T ( particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0j�s1•• %% . Mlchae►5;Magid PE NoM681 MfrekUSA,.lhc ELCert6834 69KParke East Blvd.Tampa FL 33610: Date: September 27,2021 ®WARNING-Verily design-parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5119/2020 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 ANSUTP11 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 JTruss Truss Type City Ply Coastal Const 2813831_AKINNAGBE RES T25465964 2813831_AKINNAGBE_RES CH Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:34 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-OSBYrsJ 1 B375ZGF6Jde7gltnSQ91 VgvUJMhcfcyZTsR 4-0 0 12-M 214-0 234 0 411 8-8-0 8-8-0 Scale=1:46.3 5x12= 3 7.00 12 -1.00 12 4x10 MT20HS Zz 6x8% 7x10 4 2 5 6 1" 5)6= ! 10 12 9 8 13 7 1.5x8TP 1.5x81STP= 3x8 II HTU26 4x10MT20HS 8X1D= HTU26 3x6 118xio 11x10 II -0-0 2r4i0 4-0-0 12-8-0 i 214-0 2-0-0 0-0-0 1Z 8-8=0 8-8-0 Plate Offsets(X Y)— [1°0-2-9 0-1-3] [2:0-3-12 0-3-8] [40-5-0 0-4-8] [6'0-6-15-0.3-7] [7,.0-4-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:95 Vert(LL) 0.49 8-10 >516 240 MT20 244/190 TCDL 16.0 Lumber DOL 1:25 BC 0.75 Vert(CT) OAB 8-10 >524• 180 MT20HS 187/143 BCLL 0.0 -,Rep Stress Incr NO WB 0.96 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6:SP M 26-Except* TOP-CHORD Structural wood sheathing directly applied or 3-6-2 oc puffins. 1-2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or_3-9-13 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 2-8,4-8 WEBS 2x4 SP No.3 SLIDER Right2x6 SP No.2 1-9-7 REACTIONS. (size) 6=0-8-0,11=0-8-0 Max Horz 11=381(LC 6) Max Uplift 6=2220(LC 8),11=2695(1_C 8) Max Gram 6=2043(LC 30).11=2259(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250-(lb)or less-except when shown. TOP CHORD 1-2=-3226131001-2:3=2227/2387,3-4=2231/2388,4-6=4600/4868 BOT CHORD 1-11=2882/3037,10-11=2882/3322,8-10=-2972/3363,7-8=-4350/4152,6-7=-4227/4005 WEBS 2-10=819/1270,2-8-1498/1359,-3-8=1368/1461,4-8=2516/2713,4-7=1291/1517 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;VuR=1BOmph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. ,`��f II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber � P�L S J I�� DOL=1.60 plate grip DOL=1.60 �� i• V/qn��., 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherlive loads. N Q 530 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(]t=lb) i 6=2220;11=2695. i TA F 8)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-1Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 12-5-8 oc max. starting at 6-5-4 from the left end to 18-10-12 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber, iis 0 R V ied as front(F)or back 11) In'This manufactured edAD (productl is designed n,loads as an individual bui d the fare of ing component truss are . The suitability and use of this component for any ,���s� , particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Michael S.Magid PE No.53681 LOAD CASE(S) Standard MTek USA,Inc.FL Cert fi634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 ParkeEastBivd:.Tampa FL33610.': `Datei September 27,2021 ®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®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 ANSLITP11 Quality Criteria,DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465964 2813831 AKINNAGBE RES CH Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:34 2021 Page 2 ID:JIHSm_VepGl3hfwsRWAELZzvS7N-0SBYrsJ 1 B375ZG F6Jde7gltnSQ91 VgvUJMhdcyZTsR LOAD CASE(S) Standard Uniforrn Loads(plf) Vert:1-2=72,2-3=72,3-4=72,4-6=72,1-6=20 concentrated Loads(lb) Vert:12=659(F)13=659(F) A WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.W19/2020 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 re system.Befo 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 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 ANSLITP11 quality Criteria,DSB-89 and SCSI Building Component 691M Parke East Blvd. Safelyfntormatfon available from Truss Plate Institute,.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465965 , 2813831_AKINNAGBE_RES CJ1 Comer Jack 12 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:35 2021 Page 1 I D:JtH Sm_VepG 13hfwsR WAELZzvS?N-Uelw3CKfyNFyB QgJlL9M NzQ9agY4E WD eY0 R9 B 3yZTsQ 1-0-0 t-M 3.00 12 Scale=1:7.D 2- 1 ; i r1 N 0 0 � 4 � o 3 3x4-= SPECIAL CONNECTION IS REQUIRED AT BEARINGS TO PROVIDE ANCHORAGE,DESIGNED BY OTHERS, TO RESIST ALL VERTICAL AND HORIZONTAL REACTIONS SPECIFIED BELOW. 1-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip-DOL 1.25 TC 0.10 Vert(LL) -0.00 1 n/r 120 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.00 1 n/r 90 BCLL_ 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 We n/a BCDL --10.0 Code FB02020IrP12014 Matrix-P Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing-directly applied or 1-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical Max Harz 2=153(LC 12),3=206(LC 12) Max Uplift 2=167(1_13 12) -Max Grav 2=91(LC 1) FORCES. (lb)=Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD. 1-2=730/124 BOT CHORD 1=3=98/667 NOTES- (7) 1)Wind:ASCE 7-16;VuK=180mph(3-second gust)-Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60R;eave=7ft;Cat. ll;Exp D;Enci GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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)This truss-has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 `��tt Ili I►//��� will fit between the bottom chord and any other members. ��� P�L S 5 Refer to irder s-for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) , �N GE,N 2=167. �. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any . NO articular buildingis the responsibility of the buildingdesigner per ANSI TPI 1 as referenced b the building :'code r 5,3681 A. R.� Michael S.Magid PE No.53681 MirekUK Inc::FL,Cert 6634 "04 Parke East Blvd..Tampa FL 33610:' 6atei. September 27,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use onty 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 temporary and permanent bracing building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additionalp ry p 9 MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidanceregarding the Component fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS/Building Co mp 6904 Parke East Blvd. Highway,Suite 203 Waldorf MD 20601 Tampa,FL 36610 Safety Information available from Truss Plate Institute,2670 Crain g y, P JJob Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T25465966 2813831 AKINNAGBE RES CJ1B Comer Jack 4 1 — — Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:35 2021 Page 1 ID:JtH Sm_VepGl3hfwsRWAELZzvS?N-Uelw3CKfyNFyBQgJtL9MNzQ9ogegEWDeYOR9B3yZTsQ Scale=1:0.5 7.00 12 2 i r 1` - 1 � 0 i 9 , 0 r 3 3x4= SPECIAL CONNECTION IS REQUIRED AT-BEARINGS TO PROVIDE ANCHORAGE,DESIGNED BY OTHERS, TO RESIST ALL VERTICAL AND HORIZONTAL REACTIONS SPECIFIED BELOW. 1-0-0 I _LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.14- Vert(CT) -0.00 1 n/r 90 BCL'L 0.0 Rep Stress Incr YES WB 0.00- Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical Max Horz 2=94(LC 12).3=166(LC 12) Max Uplift 2=167(LC 12) Max Grav 2=91(LC 1) FORCES. .(Ib)---Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-487/105 BOTH CHORD 1-3=89/414 'NOTES- (7) 1)Wind:ASCE 7-16;VuIt=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. I[;'Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members-and forces&MWFRS for reactions shown;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)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)-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. ,�� �� $ 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=167. 7) his manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per-ANSI TPI 1 as referenced by the building code." ND 53681 T F �. I' ,. Michael 5.Magid PE No.53681 MTek.684 Inc k cert 66M 5M.Parke East1314-Tamjla FL3361a 'Date: September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.51192020 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 ANSIITP11 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Sale[yinformatron available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES- T25465967 - 2813B31_AKINNAGBE_RES CJ3 Corner Jack 10 1 Job Reference(optional) -Builders FirstSource_(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:36 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-yglIGYLHjhNppaPVR2gbvAyDUEuLzRnngAj VyZTsP 3-M 3-M Scale=1:9.5 3.00 12 2 3 T� Ci i , 1 N v a 0 3x4= 4 Q° Q. 5 1.5x8 STP= 241-0 3-0-0- , 2-8-0 0�-0 ' Plate Offsets X,Y 1:0-6-1,0-0-8, 5:0-0-11,2-1-8. MT:20HS II LOADING (psf) SPACING- 2-0--0 CSI. DEFL. in (loc) 0defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) =0.00 5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.00 5 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES-- WB 0.54 Horz(CT) 0.02 3 file n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-P Weight:15 lb— FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP-CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied-or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=99(LC 12) Max Uplift 3=-192(LC-1),4=195(LC 1.),5=1114(LC 12) Max Gram 3=3D9(LC 12),4=351(EC 12),5=657(LC 1) FORCES. (lb)-Max.Comp./Max.-Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=435/1823 NOTES- (8) 1)-Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;.eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)zone;-cantilever left and right exposed;end vertical left and right exposed;C-C for-members and forces&MWFRS for reactions shown;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)All plates are MT20 plates unless otherwise indicated. to I I I I 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 `�� �P 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) 3=192,4=195,5=1114. 8)'This manufactured product is designed as an individual building component. The suitability and use of this-component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." *' Michael G.Magid PE No53681 MTek U$A,.Ihc FL,Cert6834 6904'Parke East BQ..Tampa FL 3361.11,: September 27,2021 WARNING-Verity 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 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?Plf Quality Criteria,DSB-89 and SCSI Building Component 69D4 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 Coastal Const_2813831_AKINNAGBE RES T25465968 2813831 AKINNAGBE RES CJ3B Corner Jack 4 1 — — Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:37 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-R1sgUuLvU_VgQj_h_mBgSOVToelKiQjw?KwGGxyZTsO 3-0-0 3-M Scale=1:14.4 2 r 7.00 12 0 c%r N 19 1 3x4= 3 4 1.5x8 STP= 2-8-0 ,3-0-0, 2-8-0 0OL Plate Offsets(X,Y)— [1:0-2-8,0-1-21 LOAIIDING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) Ildefl Ud- PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 -Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.26 —Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a rile BCD L 10.0_ Code-FBC20201TP12014 Matrix-P Weight:16lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x6 SP M26- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical,4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=-217(LC 12),3=-493(LC 1),4=888(LC_l2) Max Grav 2=145(LC 17),3=651(LC 12),4=658(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 14=163/310 NOTES- (7) 1)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and-right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any ottrer live loads. 4)''his 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 �1111111ly�� will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss Connections. ,,��G�1P` 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb) \ 2=217,3=493,4=888. v V F ♦. 7)' his manufactured product is designed as an individual building component. The suitability and use of this component for any *� ` T No 53681 • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." TA � Michael S.Maeld PE No.53681 MTiVW4,Inc FL;Cert 6634 6904;Parke.East Blvd..Tampa FL-33610 .`Date:. September 27,2021 A 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 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 MiTekc 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 ANS01711 quality Criteria,DSB-89 and SCSI Building Component 69D4 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 Coastal Const_2613831_AKINNAGBE RES T25465969 2813831_AKINNAGBE_RES CJ3L Corner Jack 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTEk Industries,Inc. Mon Sep 27 09:08:37 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-R1sgUuLvU_VgQj_h_mBgSOVOSeMwiQjw?KwGGxyZTsO ' 3-0-0 - -----� 3-0-0 Scale=1:9.5 3.00 12 2 I 1.5x8 STP= 1 N O O- 1 Q 3 3x6= 0 Qo 1-0-0 1-4-0 3-0-0 1-8-0 Plate Offsets(X Y) [1.0-5-1 G-D-8) LOADING (psf) SPACING- 2-0-0 —CSI. DEFL. in (loc) Vdefl- _Ud PLATES GRIP TCLL -2MO Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 1 ->999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 Rep Stresslncr YES -VVB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight:15-lb- FT=20%_ LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=99(LC 12) Max Uplift 1=-114(LC 12),2=155(1_13 12) Max Grav 1=120(LC 1),2=94(LC 1),3=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.--All forces 250(lb)or less except when shown. NOTES- m- 1)Wind:ASCE 7-16;Vult=180mph-(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and-forces a MWFRS for reactions shown;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)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed fora 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. ��\�1 5)Refer to girder(s)for truss to truss connections. >•` L S �I , 6)Provide mechanical connection(by others)of-truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) % P� �4# 1=114,2=155. �%`�`G 7)'This manufactured product is designed-as an individual building component. The suitability and use of this component for any - particular building is the responsibility-of the building designer per ANSI TPI 1 as referenced by the building code." No; 63*681ORV *;. }yt. Michael 5;Magid PE No.53681 M7ekUSA;are.FIL Cert 66M 6I Parke Ea§t Blvd.Tampa FL 3361.0 'Datet September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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.Brecingindicated 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 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 Coastal Const 2813631 AKINNAGBE RES T25465970 • 2813831 AKINNAGBE RES CJ5 Comer Jack 10 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:38 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-vDQ2hEMYFIeW2tZuYTi3_b2Vh2c6Rty4E fpoOyZTsN 4-0-0 4-0-0 7.00 F12 Scale=1:14.2 3 4x6 3.00 12 2 N N N V ry_ I d I 11 5x12= 4 Q. 51.5xB STP= 2-0-0 2�-0 4-0-0 5-0-0 _2-M 0-0 0 148-0 1-0-0 Plate Offsets(X,Y)— f1:0-0-1,0-0-31 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC4L 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) -0:02 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.42 Vert(CT) --00:02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 3 n/a file BCDL 10.0 -Code FBC2020/TP12014 Matrix-P Weight:25 lb FT=20% LUMBER- BRACING- TOPj CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x5 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max Harz 5=189(LC 12) Max Uplift 3=-209(LC 12);4=100(LC 1),5=-641(LC 12) Max.Grav 3=141(LC17).4=196(LC 12).5=431(LC 1) FORCES. (lb)-Max.-Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1--5=-146/412 NOTES- (8) 1)Unbalanced rooflive-loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. III Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)0-0-0 to 4-0-0,Interior(1)4-0-0 to 4-114 zone;cantilever left apd right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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 t"e use of this truss Component. ,��t 11 11 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �AA PEA S 1j��i 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 ♦ .q ��j will fit between the bottom chord and any other members. ♦♦ �G,•''G.E N• �j 6)Refer to girder(s)for truss to truss connections. '♦ `� V� `SF ., 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except at=lb) % 3' No. 1, =zos,5=sat "5;368 . 8) is manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the-building code." Fe F Ilk Mlchael.S yMadid,PE No 53681 MiTek U84 ibc F dert 6634 004.Parke,;Eas(Blvd..Tampa EL.33610 Date: September 27,2021 ®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 andlor 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 ANSVTF11 Quality criteria,DSB$9 and SCSI Building Component 6904 Parke East Blvd. Saferyinformadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job JTruss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES T25465971 2813831_AKINNAGBE_RES CJ5B Comer Jack 4 1 Job Reference(optional) Builders FirslSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 M7i ek Industries,Inc Mon Sep 27 09:08:39 2021 Page 1 ID:JtHSm—VepGl 3hfwsRWAELZzvS?N-NP—RVZNAOcmNgl 846AD IXpaj4RgGAKCDTePNKgyZTsM 5-0-0 5-0-0 Scale=1:21.6 2 7.00 12 0 u 0 N 1 3x4= 6 � 6 4 3 1.5x8 STP= 2-0-0 2 4 f1 5-M 2-0-0 2-8-0 Plate Offsets(X Y)— [1:04-0 0-0-41 LOADING (psf) SPACINGm 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) -0.02 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES- WB 0.00 Horz(CT) 0.11 -2 n/a n/a- BCDL 10.0 Code FBC20201TP12014 Matrix•P Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. -BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical,4=0-8-0 Max Horz-4=337(LC 12) Max Uplift 2=362(LC 12),3=154(LC 1),4=511(LC 12) Max Grav 2=243(LC 17),3=21B(LC 12),4=431(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250.(lb)or less except when shown. TOP CHORD 1-2=-287/176 BOT CHORD 14=247r478 NOTES- (7) 1)Wind:ASCE 7-16;VuR=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof Jive load shown covers rain loading requirements speck to the use of this-truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 `�� EL $ I�� will fit between the bottom chord and any other members. 'Q�i�i�, 5)Refer to girder(s)for truss to truss connections. ♦ G E N S' / 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=352,3=154,4=511. (1(O 53681. :. 7)'This manufactured-product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �`*'• F . � O R.0 `Mlchae1 Sj.Magld RE No58681 M7ek'U9A;Incfl.Cett 6e34 6904.Parke`East Blvd..Tampa K 336111 bate: September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use only with MTeIrS 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 n� building design.Bracing indicated is to prevent-buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Itl1�1'e • 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/t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20501 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNA-GBE RES T25465972 2813831 AKINNAGBE RES CJ5L Corner Jack 2 1 — — Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:40 2021 Page 1 I D:JIHSm_VepGl3hfwsRWAELZzvS?N-rbYp6vOonvuEHBiGguO(407onrJEvnSNhlBwsGyZTsL 4-M 4-" 1-H 7.00 12 Scale=1:13.6 3 4x6 3.00 FIT 2 1.5x8 STP= w ci N N V i 1 I 7x10= n 4 t1 4-0-0 1Z 0-4-0 248-0 Plate Offsets(X Y)— [1:0-3-1 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)— Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:90 Vert(LL) 0.02 1-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.02 1-4 >999 180 BCL-L 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight:25 lb FT=20% LUIV;BER- BRACING- TO PI CHORD 2x6 SP No.2 TOP CHORD Structuralwood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=041-0,3=Mechanical,4=Mechanical Max Horz 1=189(LC 12) Max Uplift 1=197(LC 12),3=242(1-13 12),4=22(LC 12) Max Grav 1=212(LC 1),3=159(LC 17),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=260/130 NOTES= (8) 1)Unbalanced roof live loads-have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=601t;eave=7ft;Cat. Ili Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-0-to 4-0-0,Interior(1)4-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EL $ 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 ,♦♦�G�P will fit between the bottom chord and any other members. ♦ \ �,E N S / :� 6)Refer to girder(s)for truss to truss connections. V� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)4 except at=lb) 1 197,3=242. No 53681 8) is manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." % ?t �� F i' O <v 40 Mlchail S.Magid PE No 53681 MRek.USA;Jnc FL:Ceit 6634 6904:Parke East Blvd.Tarnpa fL 33610 Date: September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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, design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( 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 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 Coastal Const_2813B31_AKINNAGBE RES T25465973 2813831_AKINNAGBE_RES DGR Half Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 Mi-rek Industries,Inc. Mon Sep 27_09:08:41 2021 Page 1 I D:JlH Sm_VepGl 3hfws RWAELZzvS?N-J o6 BJ FOQYD 05vLHTDbGm cEg5S FdreCcWwyu U PiyZTsK 2-0-0 i 44-8 54)-0 211 24-8 0-7-8 ' Special 6 3x6 II 4 Scale=1:17.7 7.00 FIT 3.00 FIT 4x6 4x6 3 2 N co 1 N d 7 8 9 Q 6 LUS26 -LUS26 SUL26 5x8 I I 5 1.5x8 STP= 6x8= 2-0-0 5-0-0 2-0-0 3-M Plate Offsets(X Y)- 11:04-4 0-0-3] [3.0-1-13 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 0defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.12 1-5 >470 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.11 1-5 >520 180 BCLL 0.0 Rep Stress-Ina NO -WB 0.13 Horx.(CT) -0.00 5 n/a Wa BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-O-O-oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-9-7 REACTIONS. (size) 1=0-8-0,5=Mechanical- Max Horz 1=325(LC 23) Max Uplift 1=-1214(LC B),5=1203(LC 8) Max_Grav 1=1003(LC 29),5=1242(LC 28) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except.when shown. TOP CHORD 1-3=350/344,3-4=330/239,4-5=380/464 BOT CHORD 1=5=336/282 WEBS 3-5=282/453 NOTES- (13) 1)Wind:ASCE 7-16;Vuft=lBOmph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3-Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and-right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ��1 1.11i,it, 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,`�1 P�]_ S• M ii��. to the use of this truss component. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G E N 4)•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. �- 5)Referto girder(s)-for truss to-truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=lb) 1=1214,5=1203. * _ 7)Use Simpson Strong-Tie SUL26(6-10dx1 112 Girder,-6-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 4-4-8 from the left end to �'O. •�.� connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. ► 8)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 1-0-12 from the left end to connect :i •�/�" truss(es)to back face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. i�T�(�. 0 P ���►� 9)Use Simpson Strong-Tie LUS26(4-10d Girder,3-10d Truss,Single Ply Girder)or equivalent at 3-0-12 from the left end to connect R truss(es)to back face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated[Dad(s)466 lb down and 486 lb up at 4-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. Michaels,.;,gld PE No.53681 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Mi rek USA.lhc fi Geft 6634 13)'This manufactured product is designed as an individual building component. The suitability and use of this component for any 004 Parke East BIvd.TatnpaFL3361.0: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Oate: September 27,2021 el�landard WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 BEFORE USE. ' Design valid for use only with MiTekl)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 p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V 1iTek, 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 ANSYTRI1 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 i Job Truss Truss Type Qty Ply. Coastal Const_2813831 AKINNAGBE RES T25465973 2813831 AKINNAGBE RES DGR Half Hip Girder 2 1 Job Reference(optional) -Builders FirstSource(Tampa,FL); Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:41 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-Jo6BJ FOQYD05vLHTDbGmcEg5SFdreCcWwyuUPiyZTsK LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=72,34=72,1-5=20 Concentrated Loads(lb) Vert:6=101(F)7=688(B)8=534(B)9=136(F) I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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 property Incorporate this design into the overall p/� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IViiTek• 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 ANSUIP/1 Qualify Criteria,DSB-89 and BCS/Building Component 69D4 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 Coastal Const-2813831-AKINNAGBE RES T25465974 2813831_AKINNAGBE RES EJ Jack-Closed 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 Mi-rek Industries,Inc. Mon Sep 27 09:08:42 2021 Page 1 ID:JtHSm-VepGl3hfwsRWAELZzvS?N-n_gZXbP2JX8yXVsfnJn?9RC8VfgRNhyg9cdl x9yZTsJ 4-0-0 5-7-0 10 5- 1- 4-M 1-7-0 038 Scale=1:16.5 7.00 F12 5x8 14 3 4x6 i 3.00 12 2 1.5x8STP= 1 7x10= A 3x12 MT20HS 11 6 5 5x8 II Special r 1-0-0 1�-0 4-M 5-7-0 5-10$ 12 0--0-0 2-8-0 1-7-0 0-3-8 -Plate Offsets(X Y)- [1:0-3-1 Edge),[1:0-1-7,Edoe) 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 0.95 Vert(LL) 0.04 1-6 >999 240 MT20 244/190- TCDL 16.0 Lumber DOL 1.25 BC —0.97 Vert(CT) 0.04 1-6 >999 180 MT20HS 187/143 -BOLL 0.0 Rep Stress Incr YES- WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD- Structural wood sheathing directly applied or 5-10-8 oc puffins, BOT CHORD 2x6 SP No...2 except end verticals. WEBS 2x4 SP No.3- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP-No.3 REACTIONS. (size) 5=Mechanical,1=0-8-0 Max Horz 1=256(LC 9) Max UplifY5=-1037(LC 12),1=247(LC 12) Max Grav,5=786(LC 1).1 252(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=254/106,2=3=280/157,3-6=-368/706 NOTES- (10) 1)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedar(2E)0-4-0 to 4-0-0,Interiof(1)4-0-O.to 5-10-8 zone;cantilever left and right exposed;end vertical left and rightexposed;C-C for members and forces-&MWFRS for reactions shown;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 `,�`PEL S fir, to the use of this truss component. ��% 9 �� 3)-All plates are MT20 plates unless otherwise indicated. `����G• 1�G.E NSF Q� 0,�i -4-This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i)-•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. N D 5 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) - 5=1037,1=247. ., �.► 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)530 lb down and 716 lb up at �(( 5-9-12 on bottom chord. The design/selection of such Connection device(s)is the responsibility of others. :. �Cl, 9)-In the LOAD CASE(S)section,loads applied to the face-of the truss are noted as front(F)or back(B). 10)'This manufactured product is designed as an individual building component. The suitability and use of this component for any ..j� o.OR, particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." (�N A `, LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Michael S.Magid PE No;53681 Uniform Loads(plf) MiTek USA,,Ihc:FL.Cert 6634 Vert:1-2=72,2-3=72,3-4=72,1-5=20 6904 Parke East Blvd.Tampa FL 33610 ;Date:. September 27,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 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 WOW building design.Bracing Indicated is to prevent buckling of individual truss wetr-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 Iv1iT fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIr 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 Coastal Const_2813831_AKINNAGBE RES T25465974 2813831_AKINNAGBE_RES EJ Jack-Closed 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL); Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:42 2021 Page 2 ID:JtHSm_VepG13hfwsRWAELZzvS7N-r_gZXbP2JXByXVsfnJn?9RCBVfgRNhyg9cd1x9yZTsJ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:5=530(17) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 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 ANSVTP11 Quality Criteria,DSB-99 and BCS/Building Component 6904 Parke East Blvd. SafeW information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465975 2813831 AKINNAGBE_RES E.17 Jack-Open 11 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:42 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-n_gZXbP2JXByXVsfnJn?9RCEKfyvNhyg9cdlx9yZTsJ 4-M 7-M 4-M 3-M Scale=1:20.8 3 7.00 12 3.00 12 4x6 t1 ,z vNv Q t� N 1 7x10= 6 Q' 6 5 4 1.5x8 STP= 2-0-0 4-0-0 7-0-0 2-0-0 1 Z 3-M Plate Offsets(X-)0 [1:0-3-1 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL_ in (loc) I/deft- Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.05 4-5 >999 180 BCLL -0:0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.10 3 n/a- n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26'Except- TOP CHORD Structural-wood sheathing directly applied or 6-0-0 oc purling. 2-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. BOT CHORD 2x6 SP M 26 REACTIONS. (size) -3=Mechanical,4=Mechanical,5=0-8-0 Max Horz 5=322(LC-12) Max Uplift 3=320(LC 12),4=17(1_C 1),5=626(LC 12) Max Grav 3=226(LC 17).4=91(LC 12),5=481(LC 1) FORCES. (lb)--Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=397/130,2-3=343/159 BOT CHORD 1-5=226/630 NOTES- (8) 1)Unbalanced-roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vu@=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf:h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)0-0-0.to 4-0-0,Interior(l)4-0-0 to 6-11-4 zone;-cantilever left and right exposed;end vertical left and right exposed;C-C-for members and fofces.B&MWFRS for reactionsshown;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. %� G (� 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 betwean-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 Ib uplift at joint(s)4 except Qt=lb) 3=320,5=626. 8)'This manufactured product is designed as an individual building component. The-suitability and use of this component for any "d particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ST F Mlctiael S.IUlagI PE No.b(581 MITek`USA,,Inc:FLOW 66M 6904 Parke Fast Blvd:Tampa 1'33010, Date: September 27,2021 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®connectors.This design Is based only upon pare meters 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 WOW 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 ANSLITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformatfon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2813831 AKINNAGBE RES T25465976 2813831—AKINNAGBE_RES EJ7B Jack-Open 3 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:43 2021 Page 1 I D:JtH Sm—VepG 13hfwsRWAELZzvS?N-FAExkxQg4gGp8eRrL0IEhfITT2Mj64zpOG NaTbyZTs I 7-0-0 7-0-0 Scale=1:28.1 3 6 7.00 12 2x4 II 2 4 v 1 1 3x4= $ e � 5 4 1.5x8 STP= 3x6 II 2-0-0 7-0-0 2-0-0 4-8-0 Plate Offsets(X,Y)— [1:0-2-8,0-1-21,[5:0-4-4,0-1-81 LOADING (psi} SPACING- _2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02- 4-5 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES —WB 0.27 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014. Matrix-SH Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD- Structural wood sheathing directly applied or 6-0-0 oc-pudins. BOTrCHORD 2x6 SP No.2 BOT-CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0 Max-Horz 5=470(LC 12) Max Uplift 3=31 O(LC 12).4=31(LC 12),5=-515(LC 12) Max Grav 3=204(LC 17),4=75(LC 10),5=481(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=679/332 BOT CHORD 1-5=314/611 WEBS 2-5=501/912 NOTES- (7) 1)Wind:ASCE 7-16;Vu@=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)0-0-0 to 6-0-0,Interior(1)6-0-0 to 6-114 zone;cantilever left and right exposed;end vertical left and right exposed--C for members and forces&MWFRS for reactions shown;Lumber 60L=1.60 plate grip DOL=1.60 ,,��111 i 1l!►1j� 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covets rain loading requirements speck %.% PEL S•, M,,I�to the use of this truss component. �y1 .9 *. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �* \G •'•Ci E N 4) 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� ♦� v ill fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. NO 06 81 6)Provide mechanical connection(by-others)of truss to-bearing plate capable of withstanding 100 lb uplift at joint(s)4 except at=lb) 3=310,5=515. 7) is manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ♦ 111111.11 Michael S..Magid PE No.53681 Mrfek USA;Inc.FL Celt 6634 6904.Parke`East Blvii-Tampa FL33,13W Date: September 27,2021 ®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 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 fabdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANS1RP11 Quality Criteria,DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36510 Job Truss Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES • T25465977 - 2813831 AKINNAGBE_RES HJ Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:44 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-jNnJyHRlr8OgmoO1vkpTEsIXOSevrbSyrw6801yZTsH 8-2-15 S-7-14 7-7-15 7.11-7i 5-7-14 241-1 0.7-6 0-3-e Scale=1:19.0 4.95 12 4x10 MT20HS 11 5 NAILED 4 NAILED 8 2.12 12 4x6 11 NAILED NAILED 3 6x8= 7 2 3x4= 1 G 6 6x8= 10 11 Q 6 NAILED NAILED 6 9 NAILED NAILED 3x8 II NAILED NAILED 8-2-15 i 1-3-1m 1-9-0 17-14 7-7-15 7-11-7 i 131D 0-5-10 3-10-W 2-0-1 -7-11-7, 0-3-e 0.3-8 Plate Offsets(X Y)— [1:0-6-1-0=3-0] [4:0-5-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.12- 1-6 >769 240 MT20 244/190 TCDL 16.0 -Lumber DOL 1.25 BC 0.46 Vert(CT) 0.10 1-6 >878 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.00 HOrz(CT). -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Left 2x4 SP No.3 1-11-1 REACTIONS; (size) -1=0-11-5,6=Mechanical Max Horz 1=256(LC 5) -Max Uplift 1-6B2(LC 8),6=740(LC 5) Max Grav 1=468(LC 1),6=563(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=263/230,4-6=381/623 NOTES- (10) 1)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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 coversrain loading requirements speck to the use of this truss component. , 1% 3)All plates are MT20 plates unless otherwise indicated. ��� EL 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 i`,��\CJ V�G E N S� �'ij4•.,� will fit between the bottom=chord and any other members. �. v 6 Refer to girder(s)s for truss tceLruss connections. s O No 5368i 7)Provide mechanical connection(by others)of truss to bearing plate capable of-withstanding 100 lb uplift atjoint(s)except(jt=lb) 1=682,E=740. *'• * _ 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' ► 10)'This manufactured product is designed as an individual building component. The suitability and use of this component for any gi �1J particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 !��5/(� ••�� ��� Uniform Loads(plf) Vert:1-3=72,3-4=72,4-5=72,1-6=20 Concentrated Loads(lb) Michael:S Magid PE No.536$1 Vert:8=114(F=57,B=-57)9=125(1`=63,B=63)11=-73(17-36,B=36) Welk SA;:ine FL Cert 6634 6904 Pa rke Eas(B14 bmpa F13361.0 Date: September 27,2021 ®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 ANSI?P/1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nforrnatton available from Truss Plate Institute,2670 Crain Highway-Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Const-2813831—AKINNAGBE RES- T25465978 2813831—AKINNAGBE—RES HJ7 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource(Tampa,FL), -Tampa,FL-33564, 8.430 s Aug 16 2021 Mi rek Industries,Inc. Mon Sep 27 09:08:45 2021 Page 1 I D:JtHSm—VepG 13hfwsRWAELZzvS?N-CZLi9dSxcS WXOybE SRKin4gkOsrBaxo6rashYU yZTsG 5-7-14 , 9-10-1 5-7-14 4-2-3 3 Scale=1:18.8 4.95 12 NAILED NAILED 8 212 12 - 6x8= i Special Special 2 7 1 i • 3x8= 9 3x4= Q Q 10 5 11 NAILED Q• SUL26 2x4 II NAILED NAILED 6 SUR26 NAILED 4x6- 4 2.8-9 153-2-4 , 5-7-14 9-6-9 $-10-1 2-8-9 5 11 2-5-10 3-10-11 Plate Offsets(X Y)— [1:0-0-15,0-1-11,[4:0-2-9,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.11 4-5 >700 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.12 4-5 >663 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) -0.05 3 n/a Na BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight:54 lb FT=20% LUMBER- BRACING- ' TOPi CHORD 2x6 SP No.2 TOP CHORD Structural-wood sheathing directly applied or 4-7-15 oc pudins. BOT CHORD 2x6SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,6=0-11-5 Max Horz 6=322(LC B) Max-Uplift 3=-266(LC 8),4=239(LC 25),6=1371(LC 8) Max Grav 3=159(LC 36),-4=570(LC 28),6=1631(LC 35) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown- TOP CHORD 1-2=1740/810 BOT CHORD 1-6=742/1714,5-6=742/1415,4-5=706/1391 WEBS 2-5=396/529,2-4=1441/731 1 NOTES- (15) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vu@=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. ll�Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and-right exposed;-end vertical left and right exposed;Lumber DOL=_1.60 plate grip DOL=1.60 `�1111,111.11 111�� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `��`, e(_ S' �I♦. to the-use of this truss component. i,P M,q� 4)This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. ;�� \G ;G,E.A/.S' /Q�;� 5)•7his-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 : V F 0� w18Trt11etween the bottom chord and any other members. 6)Refe,to girder(s)for truss to truss connections. NO ­­ 3 6) _ 7)Referto girder(s)for truss to truss connections. *; 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(1t=lb) �. 37 266;4=239,6=1371. "fl 9)Use Simpson Strong-Tie SUL26(6-1 Odxl 1/2 Girder,6-10dx1 1/2 Truss,-Single Ply Girder)or equivalent at 4-2-15 from the left end y �, to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 10)Use-Simpson Strong-Tie SUR26(6-1 0dx1 1/2 Girder,6-1 0dx1 1/2 Truss,Single Ply Girder)or equivalent at 4-2-15 from the left end Ito connect truss(es)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. ♦♦♦ < 0 R 11)Fill all nail holes where hanger is in contact with lumber. ♦♦ l�./ �\ 12)"NAILED"indicates 3-10d(0.148"AW)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ♦I11 j0, A' 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)459 lb down and 294 lb up at 4-2-15,and 459 lb down and 294 lb up at 4-2-15 on top chord. The design/selection of such connection device(s)is the Michael S.Magid PE No.53681 responsibility of others. MiTek USA,,Ihc F bed6634 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904Parke'fasf Blvd..Tempa FL336*: 15)'This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." September 27,2021 Kludlu ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use only with Miele®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 buciding 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 ANSLITP11 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 Coastal Const_2813831 AKINNAGBE RES T25465978 _ 2813831_AKINNAGBE_RES HJ7 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:45 2021 Page 2 ID:JtHSm VepGl3hfwsRWAELZzvS?N-CZLigdSxcSWXOybESRKin4gkOsrBaxo6rashYUyZTsG LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=72,2-3=72,1-4=20 Concentrated Loads(lb) Vert:7=298(F=149,B=149)8=43(F=21,B=-21)9=125(F=63,B=-63)10=286(F=143,B=143)11=137(F=68,B=68) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 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 pp building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and-permanent bracing OW 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 ANSI1TP11 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 ss Truss Type Qty Ply Coastal Const 2813831 AKINNAGBE RES T25465979 2813831 AKINNAGBE_RES�T]`7 8 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:46 2021 Page 1 ID:JIH Sm_VepG 13hfwsRWAELZzvS?N-glv4 NzSZMIeO?6AQ09rxJH NyB GCrJQ RF4EbF4wyZTsF -10-1 9-6-9 9 10 1 4-10-1 4-8-7 3 Scale=1:27.1 Special 4.95 12 Special 7 NAILED NAILED 3x8 11 6 2 1 3x6= 8 a� �' 9 10 S 3x8 MT20HS II 5 SU126 NAILED 4 NAILED 3x8 II SUR26 NAILED NAILED 2 8 9 -24 9-10-1 2-8-9 5-1 6-7-13 Plate Offsets(X 1)- [1:0-0-6 0-0-1] [1:0-1-13 1-3-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.28 4-5 >269 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC -0.94 Vert(CT) -0.26 4-5 >299 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.19 3 file n/a BCDL_ 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:51 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-12 oc bracing. WEBS 2x4 SP No.3 WEDGE Leftj 2x4 SP No.3 i REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-115 Max Harz 5=470(LC-8) Max-Uplift 3=588(1_C 8),4=252(1_10 17),5=1927(LC 8) Max Grav 3=399(LC 28),4=405(LC 22),5=1948(LC 27) FORCES. (lb)-Max.-Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=507/188,2-3=430/328 BOT CHORD 1-5=97/470 WEBS 2-5=-875/1184 NOTES- (15) 1)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL-=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate gdp: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. GE N 3)All plates are MT20-plates unless otherwise indicated. -)-This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has beery-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)Refer to girder(s)for truss to truss connections. =� 8)Provide mechanical-connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1C/ 3=588 4=252,5=1927. ��' 9)Use S,impson Strong-Tie SUL26(6-10dx1 1/2 Girder,-6-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 4-2-16 from the left end to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. ��j� `'L G R�•'� C?? 10)Use Simpson connect truss(es)Strong-Tie SUR26 to back ace off 112 Girder,6-1 0dx1 skewed 45.0 1deg.o the right,sloping 0.0 deg.equivalent at 4-2-14 from the left end down 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.261 toe-nails per NDS guidiines. Michael S:Magid PE No.53681 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)348 lb down and 416 lb up at MTTek 0 ,.I(ac;FL:Ceit 6' 7-0-13,and 348 lb down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s)is the 6904 Parke`.EBst Blvd.Tampa FL 33610 I responsibility of others. 'Date: 14);In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 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 Rek• 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 ItlliT fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Crrerla,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 7 Job JTrus3s Truss Type Qty Ply Coastal Const_2813831_AKINNAGBE RES T25465979 2813831_AKINNAGBE_RES Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:46 2021 Page 2 ID:JIHSrn VepGl3hfwsRWAELZzvS?N-glv4NzSZMIeO?6AQ09rxJHNyBGCrJQRF4EbF4wyZTsF 15)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=72,1-4=20 Concentrated Loads(lb) Vert:6=8(1`=-4,B=-4)7=152(F=76,B=76)8=125(F=63,6=63)9=5B9(F=294,B=294)10=188(F=94,B=94) ®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 �• at russ system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ��A�ii building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing- Iy1ITPi�• 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/1 Duality 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 Coastal Const_2813831_AKINNAGBE RES T25465980 2813831_AKINNAGBE_RES HJD Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564. 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:47 2021 Page 1 ID:JtP.Sm_VepGl3hfwsRWAELZzvS7N-8yTSaJTB73mFdGlcasNAsVw3NggN2yBPItLocMyZTsE 5-7-14 B-11-7 5-7-14 3-3-9 Scale=1:17.3 4.95 12 3 NAILED NAILED 7 6x8 11 2.12 F12 Special Special 2 ti 6 yC N 1 N- 1 I 6x8= B Q Q 9 10 - 4 NAILED d' Q SUL26 NAILED NAILED 5 SUR26 NAILED 2-8-9 3-2-4 5-7-14 8-11-7 2-8-9 0-5-11 2-5-10 3-3-9 Plate Offsets(X Y)- [1:0-3-3 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate�Grip DOL 1.25 TC 0.69 Vert(LL) -0.14 4-5 >503 240 MT20 244/190 TCDL 16.0 Lumber--DOL 1.25 BC 0.41 Vert(CT) -0.11 4-5 >599 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.12- 3 n/a n/a BCDL 10.0 Code FBC2020RPI2014 Matrix-SH -Weight:43 lb FT=20% i LUMBER=. BRACING- TO CHORD 2x6 SP M 26`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. BO CHORD 2x6 SP M 26 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-11-5 Max Horz_5=281(LC B) Max Uplift 3=422(LC 8),4=241(L-C 21).5-1336(LC 8) Max Grav 3=381(LC 36),4=405(LC 32).5=1543(LC 35)- FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=317/98 BOT CHORD 1-5=-34/281 1 NOTES- (14) 1)Unbalanced roof live loads have-been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. It;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. � P M 5)'i This truss-has been designed for a live load of 20.Opsf on the bottom chord in all areas where aTectangle 3-6-0 tall by 2-0-0 wide �,,�\G V�G N S� �iO'� 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 atjoint(s)except(j--Ib) NO 53681 3=422,4=241,5=1336. 8) BeU Simpson Strong-Tie SUL26(6-10dx1 1/2 Girder,6-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 4-2-15 from the left end to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg,down. ;C 9)Use Simpson Strong-Tie SUR26(6-10dxl 1/2 Girder,6-10dxl 1/2 Truss,Single Ply Girder)or equivalent at 4-2-15 from the left end 53, to connect truss(es)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148'kKV)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. /j� 0 R X, 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)459 lb down and 294 lb up at �I+ l� � �1,`� 4-2-15,and 459 lb down and 294 lb up at 4-2-15 on top chord. The design/selection of such connection device(s)is the �r��«N.A � responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'Michael$:.Magid PE No.ti3681 14)'This manufactured product is designed as an individual building component. The suitability and use of this component for any MiiekUSA,lftc;FI.;Cert 6G34 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 690Q Parke'Ea§i Blyd.;.Tampa FL 33610.: Uati: LOAD CASE(S) Standard September 27,2021 ®WARNING-Verity 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 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 ANSI?P/1 Qualify Cdteda,DSB-89 and SCSI Bulld/ng Component 6904 Parke East Blvd. safelylntormatlon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 _ Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Const_2813831 AKINNAGBE RES T25465980 2B13831_AKINNAGBE_RES HJD Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 27 09:08:47 2021 Page 2 ID:JtHSm_VepGl3hfwsRVJAEL7zvS?N-ByTSaJTB73mFdGlcasNAsVw3NggN2yBP ItLocMyZTsE LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=72,2-3=72,1-4=20 Concentrated Loads(lb) Vert:6=298(F=149,B=149)7=-43(F=-21,B=-21)8=125(F=-63,B=-63)9=286(F=143,B=143)10=137(F=68,B=68) ®WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511912020 BEFORE USE. Design valid for use only with M7ek9 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 MiTele 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 andbuss systems,see ANSYTPI1 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. SafetylMormalion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const-2813831 AKINNAGBE RES T25465981 28138131-AKINNAGBE-RES MGR Monopitch Girder 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:48 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-c8lgoeUpuNu6FQKp8ZuPOiSKJ3zXnOdYXX4L9pyZTsD i N-0 5-0-0 i -0 3-0-0 2x4 11 4 Scale=1:19.6 7.00 12 3.00 12 4x6 4x6 3 2 1 $ 6 7 6 6 LUS26 LUS26 SxB I I 1.5xB STP= 5 4x6 i 2-0-0 5-0-0 2-00 300 Plate Offsets(X Y)- [1:0-4-4 0=0-3] [3:0-1-13 0-3-G1 LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) Vdefl Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL -1.25 TC 0.29 Vert(LL) 0.18 1-5 >328 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.15 1-5 >378 180 BCLL -0.0 Rep Stress Incr -NO WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code_FBC2020lrP12014 Matrix-P Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 ec-pudins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No..3 BOT CHORD Rigid ceiling directly applied or B-B-13 oc bracing. SLIDER Left-2x6 SP No.2 1-9-7 i -REACTIONS. (size) 1=0-8-0,5=Mechanical Max Horz 1=325(LC 7) Max Uplift 1=-1406(LC 8),5=1151(LC 8) Max Grav 1=1298(LC 1),5=1017(LC 1) -FORCES. (lb)-Max.Comp./Max.Ten.-All forces250(lb)or less except when shown. TOP CHORD 1-3=284/281 BOT CHORD 1-5=271/234 WEBS 3-5=230/392 NOTES- (10) 1)Wind:ASCE 7-16;VuK=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. Ih Exp D;End,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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 ♦�`'�P�L S �q,i��� -too the use of this truss component. Q. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% \� G ENS / ice. 4)'(This truss has been designed for a live road ofZQOpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� � F 0 -will fit between the bottom-chord and any other members. o 5;3 �. -5)Refer to girder(s)for truss to truss connections: ft N 6)Provide mechanical connection(by others)of truss=to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ut=lb) * ' 1=1406,5=1151. 7)Use Simpson Strong-Tie LUS26(4-10d Girder,4A 0d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at !'0 �• lLG-12 from the left end to 3-0-12 to connect truss(es)to back face of bottom chord. TE 14i i 8)Fill all.nail holes where hanger is in contact with lumber. kl` 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i�'�e� P 10 This manufactured product is designed as an individual buildingcomponent. The suitabilityy and use of this component for an ♦ `` R v.,�• \ ,4 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." /ON LOAD CASE(S) Standard 1)dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Michael S g)d PE No4j368.1 Uniform Loads(pif) Miiek USA[he FL Ce(t6634 Vert:1-3=72,34=72,1-5=20 69040arke:.East4vd.Tarrii-33610`: Date:. September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 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 iviiTek" 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/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 i Job Truss Truss Type Qty Ply Tjob stal Const_2813831_AKINNAGBE RES T25465981 , 2813831_AKINNAGBE_RES MGR Monopitch Girder 1 Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:13BAB 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-c8lgoeUpuNu6FQKpBZuPOiSKJ3zXnOdYXX4L9pyZTsD LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=934(B)7=934(B) 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®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 NEW 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 ANSHfP/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 Coastal Const_2813831_AKINNAGBE RES T25465982 2813831 AKINNAGBE_RES Vr Valley 1 1 Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:49 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-4"C?_VRfgOzsZu?hHPexw?YuTSxWshhmBgvhFyZTsC 3-M 3-0-0 2x4.11 Scale=1:11.6 2 7.00 12 I 1 v a a 4FI 3x4 i 2x4 II 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 113-0-0 cc bracing. REACTIONS. (size) 1=2-11-9,3=2-11-9 Max Hors 1=141(LC 9) Max Uplift 1=-88(LC 12),3=113(LC 12)_ Max Grav 1=95(LC 17),3=123(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-16;Vu@=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and-forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineerresponsible for verifying-applied roof live load shown covers-rain loading requirements specific to the use of this truss component. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This between the bottom chord r a other me truss has been designed mbers.0.Opsf on the� m otto chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦,,,��1(1�S 1.,,' 6)Provide mechanical connection(by others)of truss to bearing plate capable of wfthstanding 100 lb uplift at joint(s)1 except(jt=lb) �j✓� 3=113. 7)'This manufactured product is designed as an individuaf building_component. The suitability and use of this component for any particular building is the responsibility of-the building designer per ANSI TPI 1 as referenced by the building code." y NO 5:36,8.1 O Tom, vo Mlchad.S Magid PE NoM681 INiiek USAA;.Inc Ft.Ceit 6634 6904 Parka;DS(Blvd..Tampa FL-336*f Date: September 27,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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 Mew 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 ANSLITP11 Quality Criteria,DSB.89 and BCS/Building Component 69D4 Parke East Blvd. Safety lntormaRon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2813831_AKINNAGBE RES T25465983 2B13831_AKINNAGBE_RES Vi1 Valley 1 1" Job Reference(optional) Builders FirstSource(Tampa,FL), Tampa,FL-33564, 8.430 s Aug 16 2021 M7i ek Industries,Inc. Mon Sep 27 09:08:50 2021 Page 1 ID:JtHSm_VepGl 3hfwsRWAELZzvS?N YX9bCKV3Q_BpUjTB F_wtT7YiOtozFlYr?rZS DhyZTsB i 3-4-8 i 6-9-0 -- 34-8 3-4-8 4x6= Scale=1:14.7 2 7.00 12 3 Ll o '4 o � 4 3x4 i 2x4 II 3x4 0- 7 6-9-0 0 7 6-8-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)- 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP"No.3 REACTIONS. (size) 1=6-8-3,3=6-8-3,4=6-8-3 Max Horz 1=-102(LC 10) Max Uplift 1=-172(LC 12).3=172(LC 12),4=-163(LC 12) Max Grav 1=130(LC 17),3=144(LC 18),4=207(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 24=241/300 -NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=71ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2E)zone;cantilever left and right-exposed;end vertical-left and right exposed;C-C for members and forces&MWFRS for reactions shown;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)Gable requires continuous bottom chord bearing. 111fill 5)This truss has been designed for a 10.0 psf-bottom chord live load nonconcurrent with any other live-loads. ���P�L S 6)'Thistruss 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. �V's 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb-uplift at joint(s)except(jt=lb) 1=172,3=172,4=163. 8 This manufactured product is designed as an individual buildingcomponent. The suitabilityand use of this Component for an 536.81. particular building is the responsibility of the building designer per ANSI TPI 1-as referenced by the building code." _ F • iu�. ., f0 R VO Michael.&:MagId,FE No.53681 MiTek USA;,Inc.FL:Ce'rt 6634 ;`6904:ParkeEast Blvd..Tampa FL 33610 Date: September 27,2021 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119r2020 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 Welk' T building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,emotion and bracing of trusses and truss systems,see ANSLIP11 Quality Criteria,DSB-89 and BCS/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 Coastal Const_2813831_AKINNAGBE RES T25465984 2813831_AKINNAGBE_RES VTGE Valley 1 1 Job Reference(optional) Builders FirstScurce(Tampa,FL), Tampa,FL-33564, 8A30 s Aug 16 2021 MTek Industries,Inc. Mon Sep 27 09:08:51 2021 Page 1 ID:J W Sm_VepGl3hfwsRWAELZzvS7N-0jizQg�%'hBIGg6t2OpiR60L4rBH5LIA_DVJ017yZTsA 54-8 10-9-0 5A-8 54-8 4x6= Scale=1:22.3 2 7.00 12 2x4 I I 2x4 11 Li 1 1 3 5x8 fl 2x4 I I 2x4 11 2x4 11 5x8 6 5 4 54-8 10-9-0 5-4-8 54-8 I LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.31 Vert(LL) 0.01 3-4 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.-25= Vert(CT) -0.01 3-4 >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-SH Weight-56 lb FT=20% LUMBER- BRACING- TOF CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 I REACTIONS. All bearings 10-9-0. (lb)- Max Horz 1=182(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5 except 1=392(1_C 12),3=-402(LC 12).6=-153(LC-12), 4=-159(LC 12) Max Grav All reactions 250 lb or less atjoint(s)5,6,4 except 1=311(LC 1),3=323(LC 18),3=322(6C 1) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=617/659,2-3=603/643 BOT CHORD 1-6=368/383,Er6=368/383,4-5=368/383,3-4=368/3B3 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and light exposed;C-C for members and forces&MWFRS for reactions shown;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 `,��►�+� Iy��� Gable End Details as applicable,or consult qualified-building designer as per ANSIIrPI 1. '►� PAL $. M 417%* 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain-loading requirements specific .Q to the use of this truss component. ,� � \G.E N 5)Gable studs spaced at 2-0-0 oc. 6) Is truss has been designed-fora 10.0 psf bottom chord-live load nonconcurrent with any other live loads. Th N o 5:8'fi81 7) This truss has been designed for a live.load of 20.Opsf on the bottom chord ir all areas where a rectangle 3-6-0 tall by 2-0-0 wide .. • r 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)5 except Qt=lb) - 1=392,3=402,6=153,4=159. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' P `; 0 N A`����• Michael 5.Magld PE NoM681 MTek USA;-Inc Fli Cert 6634 6904,Parke East Blvd.Tartipit FC'3361.0 Uaiei September 27,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 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 ANSIITP11 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Satetyintormagon available from Truss Plate Institute,2670 Crain Highway,Sufte 203 Waldorf,MD 20601 Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6 4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicat'd. (Drawings not to scale) Damage or Personal Injury � '� 9 J rY Dimensions bire in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,individual lateral braces themselves Ole- may require bracing,or alternative Tor I OEC74 WEBSy 4 bracing should be considered. of p 1 W 3. Never exceed the design loading shown and never 1: O stack materials on inadequately braced trusses'. Provide copies of this truss design to the buildin0 designer,erection supervisor,property owner andU U 4 gFor 4 x 2 orientation,locate ci6-7 cm F-. all other interested parties. plates 0- '}+s'from outside P BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane,at joint �L This symbol Indicates the JOINTS TIARE�GEN RALLY NUMB;EREDILETTERED CLOCKWISE locations are regulated by ANSIrrPI 1. i-eq uired direction of slots in AROUNID TH� TRgSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/rPI 1. Plate location details available in MiTek 20/20 software or upon request. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots,Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed orpuriins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards' 19.Review all portions of this design(front,back,words n Specification for Metal and pictures)before use.Reviewing pictures alone ANSI/TPI1: National Design P is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, MiTbk,. 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate "' or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020