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HomeMy WebLinkAboutTrussti _ 28' 0,'. GV ' v N 1h f- W 7 n 7 r 7 ✓ LU w C1was CJ : O r CJ 1306 2 PLY B0 8 BO 8'-6 1/2" CLNG- O �4 o B01 c� } BO BO B04 rcaor '2 26T211 rn-onow DBCDL D1:25 Desi ed t0.... rwncroluH t LL onDC.' DesM* ed Milek Engineering Exposure :' C Building Code : FBC 2014 Mean Hgt : 15 ASCE 7-10 RISK CAr. : II TPI 1-2007 Importance Factor : 1.0 Truss Design : C & C Enclosure :>Enclosed w Uplift Calc. : MWFRS Entry I Exposed to wind r- V Wind Speed : 170 mph US Lanai : Exposed to wind ROOF CRITERIA FLOOR CRITERIA cz9 T.C. Pitch 4/12 w B.C. Pitch N/A Depth N/A J v T.C, Size 2x4 Spacing N/A ' Heel Hgt. 2x4 Bearing VARIES vFlm ownerbetween allls, Cantilever N/A nak 3ra' ate eeA'e4or block fill by othero. Blocking for vertical bad Transfer by others. Overhang 24" ',, odd space floor trusses around plumbing as noted Spacing 24" o.c. TYP RF HNG THD26 UNLESS NOTED TYP. FLR. HANGER THD46 UNLESS O n d"c 8'-6 1/2" CLNG .. c> w w w w w w _ '' o ,,,... _. 01 A ?HD26 M. THD46 B THD26-2 N� THD48 O F C HDH48 THDH26 2 Oi T 28' 0" -- 14' 0" 01 iv u M = it D..THDH26-3 PI THDH410 i O z V E THD28 01 F SKH26 UR CONNECTION BY OTHERS G a 01 . s 32 0 _ Ins1aN harpers per manufaHurer's gudelinee All connectors end Im downs other than truss to girder truss are to be ed and supplied oll% sPecfi PP by rs. M Approved by. ao 03 a' Desired delivery date: Approval Date: f - — 05 8'-6 1/2" CLNG ci I y _ — 07 Reaction Uplift Reaction Uplift Reaction Uplift 1 xx XX 7 xx '�. XX 13 roc XX 2 xx X)(8I xx xx 1 XX xx tt 3 xx xx 9'. xx Xx 1 XX XX _ 11 a ;a y I I c a0 11 0 /2 4 xx xx 1(i xx xx 16 X) XX 12 D fn 5 xx xx 11 xx xx 17 xx; XX - :i 6 roc xx 12 xx xx 8 xz XX Ill 19' 8" 12'411 O O Z6 Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. X X X X fn x w O X z X x x FIB 14 7018 I w ST. Luei@ County, Permitting OWNER BUILDER CLYDE O'BRIEN-1410 o: LOT 5 - YATES ROAD FORT 'CHANGE TO SQUARE CUT JL 101/07/17 (Designer: IJL Project: 9 503771 CIE CO. 1 Lumber design values�are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 503771-OBRIEN-05 - MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Clyde O', Brien Project Name: - Model: custom Tampa, FL 33610 4115 �{ Lot/Block: 5 Subdivision: - Address: Yates rd., - ' City: Ft 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 50.0 psf Floor Load: N/A psf This package includes 36 individual, dated 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# I Truss Name I Date No. I Seal# I Truss Name Date 1 T13300297 1 A01 2/21/18 118 1 T13300314 1 B04 2/21/18 12 I T13300298 I A02 1 2/21 /18 119 1 T13300315 1 B05 1 2/21 /18 1 13 I T13300299 I A03 1 2/21/18 120 1 T13300316 1 B06 1 2/21/18 1 14 I T1330030O I A04 1 2/21/18 121 1 T133003171 CO 1 2/21/18 1 15 I T13300301 J A05 1 2/21/18 122 1 T13300318 1 CJ1 1 2/21/18 16 I T13300302 I A06 1 2/21/18 123 1 T13300319 1 CJ11 1 2/21/18 7 1 T13300303 1 A07 2/21/18 124 1 T13300320 1 CJ3 1 2/21/18 1 18 1 T13300304 1 A08 1 2/21/18 125 1 T1 3300321 1 CJ31 1 2/21/18 19 1 T13300305 1 A09 1 2/21 /18 126 1 T13300322 1 CJ5 1 2/21 /18 10 I T13300306 J A10 1 2/21 /18 127 1 T13300323 1 CJ51 1 2/21/18 1 Ill I T13300307 J Al l 1 2/21/18 128 1 T13300324 1 D01 1 2/21/18 112 I T13300308 I Al2 1 2/21/18 129 - I T13300325 J EJ5 1 2/21/18 1 113 I T13300309 I A13 1 2/21/18 130 1 T1 3300326 1 ER 1 2/21/18 114 I T1330031 O I A14 1 2/21/18 131 1 T1 3300327 1 HJ5 1 2/21/18 115 1 T13300311 1 B01 1 2/21 /18 132 1 T13300328 1 HR 1 2/21/18 16 IT13300311211302 1 2/21/18 133 1 T13300329 1 V01 1 2/21/18 117 1 T13300313 J B03 1 2/21118 134 I T13300330 1 V02 1 2/21/18 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,%Its N 9380 �'.. STATE OF :44/�/� c� 0 R 1 Q Q' GN:�` ONA1-E� % �odt9§00 I1Af Inc. rt 6$34 ast Blvd. Tampa FL 33610 ate: February 21,2018 Albani, Thomas 1 of 2 RE: 503771-OBRIEN-05 - Site Information: Customer Info: Clyde O'Brien Project Name: - Model: custom Lot/Block: 5 Subdivision: - Address: Yates rd., - City: Ft Pierce State: FL No. Seal# I Truss Name Date 135 1 T13300331 I VO4_ 2/21/18 136 1 T13300332 1 V05 1 2/21/18 2 of 2 Job Truss Truss Type i 9ty Ply T13300297 503771-OBRIEN-05 A01 COMMON 6 1 ' Job Reference (optional) Fibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MI I eK Industries, Inc. Wed Feb 21 12:29:62 2U18 rage 1 I D:UdQ?gwxQYMbe3KMLuj LM7HzxfwR-UN W rA?OtfnzNZsLB3w4FXB5cVyOmQBCudYnFr2zivxT -2-0-0 8.4-14 16-0-0 23-7-2 _ 32-0-0 34-0-0 2-0.0 8-4-14 7-7-2 7-7-2 8-4-14 2-0-0 6 4.00 12 5x6 = Scale=1:58.0 3x6 = 2x4 II 5x8 = 2x4 11 3x6 = t2 I6 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.26 9 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.46 8-9 >832 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.14 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 143 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-3,5-7: 2x4 SP SS BOT CHORD 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1764/0-7-10, 6=1764/0-7-10 Max Harz 2=176(LC 11) Max Uplift 2=-81 B(LC 12), 6— 818(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3908/1775, 3-4=-2649/1310, 4-5=-2649/1310, 5-6— 3908/1775 FJOT CHORD 2-10— 1505/3628, 9-10_ 1507/3622, 8-9=-1550/3622, 6-8= 1548/3628 WEBS 4-9=-382/1065, 5-9=-1317/687, 5-8=0/338, 3-9� 1317/687, 3-10=01338 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9, 3-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interar(1) 1-1-14 to 16-0-0, Exterior(2) 16-0-0 to 19-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=818, 6=818. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a IRM 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 p�� MiT eW 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, seeANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qyy Ply T13300298 503771-OBRIEN-05 A02 COMMON 1 1 Job Reference (optional) 'Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:53 2018 Page 1 I D:UdQ?gwxQYMbe3KM Luj LM7HzxfwR-yZ4EN LPVQ55EAOwNdebU4PempLj39eE2sCW oOUzivxS -2-0.0 , 8-4-14 16-0.0 23-7-2 32-0-0 2 0 8.4-14 7-7-2 7-7-2 8-4-14 �e 1; 6 4.00 12 5x6 = Scale = 1:56.1 3x8 _ 2x4 11 5x8 = 2x4 11 3x8 = 8-4-14 16-0-0 23-7-2 32-0-0 8-4-14 7-7-2 7-7-2 8-4-14 Plate Offsets (X Y)-- f2:0-0-2 0-0-01 13:0-4-0 0-3-41 (5:0-4-0 0-3-41 16:0-0-2 0-0-01 f8:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL • 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.28 7-15 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.47 7-15 >815 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) 0.14 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 139lb FT=20% LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-3,5-6: 2x4 SP SS BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP SS WEBS 1 Row at micipt 5-8, 3-8 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1769/0-7-10, 6=1595/0-7-10 Max Horz 2=177(LC 11) Max Uplift 2=-824(LC 12), 6=-643(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3925/1818, 3-4=-2664/1328, 4-5_ 2665/1350, 5-6= 3945/1865 B,QT CHORD 2-9=-1624/3644, 8-9=-1626/3638, 7-8= 1647/3679, 6-7=-1646/3686 WEBS 4-8=-416/1078, 5-8_ 13631714, 5-7=0/346, 3-8=-1318/692, 3-9=0/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=32ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.1B; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 16-0-0, Exterior(2) 16-0-0 to 19-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=824, 6=643. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE 111I1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual binding 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ow Ply T13300299 503771-OBRIEN-05 A03 COMMON 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:54 2018 Page 1 I D:UdQ?gwxQYMbe3KMLuj LM7HzxfwR-QlecbgP8BOD5oAVZBL6jccBy114Eu51 B5sGMwwzivxR -2-0-0 , 8-4-14 16-0-0 23-7-2 32-0-0 34.0-0 2-0.0 ' 8-4-14 7-7-2 7-7-2 8-4-14 2-0-0 6 4.00 12 5x6 = Scale=1:59.9 iu a n 3x6 = 2x4 II Sx8 = 2x4 II 3x6 = U) 17 0 8.4-14 16-0-0 23-7-2 32-0-0 8-4-14 7-7-2 7-7-2 8-4-14 Plate Offsets (X,Y)-- (2:0-0-14,Edge1, (3:0-4-0,0-3-41, (5:0-4-0,0-3-41, (6:0-0-14,Edge), (9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.26 9 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.46 8-9 >832 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.14 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 142lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 1-3,5-7: 2x4 SP SS BOT CHORD 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1764/0-7-10, 6=1764/0-7-10 Max Horz 2=175(LC 11) Max Uplift 2=-818(LC 12), 6=-818(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3908/1843, 3-4=-2656/1361, 4-5=-2656/1361, 5-6=-3908/1843 BQT CHORD 2-1 0=-1 581/3628, 9-10= 1583/3621, 8-9=-1616/3621, 6-8=-1613/3628 WEBS 4-9— 388/1057, 5-9= 1308/713, 5-8=0/338, 3-9=-1308l714, 3-10=0/338 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9. 3-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; B=45ft L=32ft eave--tft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 16-0-0, Exterior(2) 16-0-0 to 20-6-5 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=818, 6=818. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE 6111-7473 rev. 1010312015 BEFORE USE Design valld 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 r►�p� T . AY60 eW 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, seeANSI/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovallable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Q(y Ply T13300300 503771-OBRIEN-05 A04 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:55 2018 3x6 = 8-4-14 4.00 12 4x8 = 46 = 3x6 = 3x4 = 3x10 = 2x4 11 32-0-0 Scale = 1:58.1 3x6 = LOADING (pst) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS1. TC 0.73 BC 0.56 WB 0.32 Matrix -AS DEFL. in Vert(LL) 0.27 Vert(CT) -0.47 Horz(CT) 0.14 (loc) I/defl Ud 8-16 >999 240 8-18 >820 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 151 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except 1-3,6-7: 2x4 SP SS 2-0-0 oc puffins (3-5-10 max.): 4-5. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-9, 3-11 REACTIONS. (lb/size) 2=1769/0-7-10, 7=1595/0-7-10 Max Horz 2=167(LC 11) Max Uplift 2=-824(LC 12), 7=-643(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3914/1947, 3-4=-2760/1492, 4-5=-2544/1466, 5-6=-2763/1488, 6-7= 3935/1953 BQT CHORD 2-12= 1757/3632, 11-12=-1759/3626, 9-11=-1154/2541, 8-9=-1742/3668, 7-8=-1740/3675 WEBS 6-9= 1248/694, 4-11=-227/544, 5-9=-295/555, 6-8=0/342, 3-11=-1204/666, 3-12=0/336 NOTES- 1 Unbalanced roof live loads have been considered for this design. 27 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 15-0-0, Exterior(2) 15-0-0 to 17-0-0, Interior(1) 21-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=824, 7=643. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi-7473 rev. 10/03,2016 BEFORE USE. �' No Design valid for use only with MITek®connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qv Ply T13300301 503771-OBRIEN-05 A05 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:56 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-N81MOM ROiOUp1 TeylmBBi 1 GJCZIQMwVUYAiS_pzivxP 8-4-14 13-10-8 18-1-8 23-7-2 32-0-0 34-0-0 , 2-0-0 8-4-14 5.5-10 4-3-0 5-5-10 8-4.14 2-0-0 c%I 6 4.00 12 4x8 = 46 = 2x4 11 3x8 MT20HS = 2x4 11 3x6 = 3x6 — 3x4 = 3x8 = 32-0-0 Scale=1:59.9 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC20171TPI2014 CSI. TC 0.64 BC 0.51 WB 0.71 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.26 10-12 >999 240 -0.44 10-12 >869 180 0.13 7 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied, except 1-3,6-8: 2x4 SP SS 2-0-0 oc purlins (3-3-5 max.): 4-5. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1764/0-7-10, 7=1764/0-7-10 Max Horz 2=155(LC 11) Max Uplift 2= 818(LC 12), 7=-818(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 3880/1976, 3-4=-2895/1597, 4-5=-2685/1580, 5-6=-2896/1597, 6-7=-3880/1976 BPT CHORD 2-13=-1703/3598, 12-13=-1705/3591, 10-12=-1185/2684, 9-10=-1737/3591, 7-9= 1735/3598 WEBS 6-1 0=-1 046/593, 4-12=-223/557, 5-10= 232/557, 6-9=0/318, 3-12=-1047/593, 3-13=0/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.opsf; h=15ft; B=45ft; L=32ft; eave=4fh Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 13-10-8, Exterior(2) 13-10-8 to 18-1-8, Interior(1) 22-7-13 to 34-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=818,7=818. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 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 p�� 61' MI 9T is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r QW Ply T13300302 503771-OBRIEN-05 A06 HIP 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:67 2018 Page 1 I D:UdQ?gwxQYMbe3KMLujLM7HzxfwR-rKJkDiSOTJcffdD8sUgQEFpQyz4i5RxdnpVOXFzivxO -2-0-0 8-4-14 13-0.0 19-0-0 23-7-2 32-0-0 J 2-0-0 8-4-14 4-7-2 6-0-0 4-7-2 8-4-14 4x8 = Sx6 = Scale = 1:57.1 3x6 = 2x4 11 3x4'= &B MT20HS = 3x8 _ 2x4 11 3x6 = LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.90 BC 0.57 WB 0.50 Matrix -AS DEFL. in Vert(LL) 0.27 Vert(CT) -0.47 Horz(CT) 0.13 (loc) I/deft Ud 8-15 >999 240 8-15 >821 180 7 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 146lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS `Except' TOP CHORD Structural wood sheathing directly applied, except 4-5: 2x4 SP No.2 2-0-0 oc puffins (2-2-0 max.): 4-5. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 7=1595/0-7-10, 2=1769/0-7-10 Max Harz 2=148(1_C 11) Max Uplift 7=-643(LC 12), 2=-824(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3894/2048, 3-4=-3051/1731, 4-5— 2849/1671, 5-6— 3057/1702, 6-7= 3920/2042 BQT CHORD 2-12=-1850/3611, 11-12= 1850/3611, 9-11=-1404/2845, 8-9=-1835/3658, 7-8=-183513658 WEBS 6-9=-969/561, 4-11=-220/570, 5-9=-236/576, 6-8=0/303, 3-11=-920/529, 3-12=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 27 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32fh eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 13-0-0, Exterior(2) 13-0-0 to 23-7-2, Interior(1) 23-7-2 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=643, 2=824. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Dot Design valld 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, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qtv Ply T13300303 503771-OBRIEN-05 A07 HIP 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:58 2018 Page 1 ID:UdQ?gwxQYMbe3KMLujLM7HzxfwR-JXt7R2SeEdkW HnoLQBBfnSLgIMK_gtHnOTEZ3hzivxN 2-0-0 6.4-2 11-10-8 16-0-0 20-1-8 25-7-14 32-0-0 34-0-0 6-4-2 5-6-6 4-1-8 4-1-8 5-6-6 6-4-2 dI 6 4x6 = 3x4 = 4x6 = 14 10 11 v 3x8 = 2x4 11 3X8 = 3x8 MT20HS = 3x8 = 2x4 11 3x8 = Scale=1:58.9 rn v I6 6 6-4-2 11-10-8 20-1-8 25-7-14 32-0-0 66 2- 5-6-6 8-3-0 5-6-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.33 11-13 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.64 11-13 >602 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix AS Weight: 153 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (3-2-11 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1764/0-7-10, 8=1764/0-7-10 Max Harz 2=-136(LC 10) Max Uplift 2=-818(LC 12), 8=-618(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4080/2132, 3-4=-3223/1747, 4-5=-3009/1733, 5-6=-3009/1733, 6-7= 3223/1747, 7-8=-4080/2131 BOT CHORD 2-14=-1877/3810, 13-14=-1877/3810, 11-13=-1502/3166, 10-11=-1909/3811, 8-10= 1909/3811 WEBS 3-13=-887/542, 4-13=-235/619, 5-13= 359/232, 5-11=-359/232, 6-11 =-235/61 9, 7-11= 887/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 11-10-8, Extedor(2) 11-10-8 to 24-7-13, Interior(1) 24-7-13 to 34-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=818, 8=818. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 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 trim system. Before use, the building designer must verify the applicablllty of design parameters and properly Incorporate this design Into the overall bullding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ..Mffek` 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13300304 503771-OBRIEN-05 A08 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:29:59 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HndwR-njRVeOTG?xsNvxNX_viuJgus W mnbZMgw E7_7b8zivxM 2-0-0 6-2-7 11-0-0 16-0-0 21-0-0 25-5-5 32.0-0 2.0-0 6-2-7 4-9-8 5-0-0 5-0-0 4-5-5 6.6-11 4x6 = 6 3x4 = 46 = Scale = 1:57.0 F N Im 0 1Z 3x6 _ 2x4 11 3x8 = 3x8 MT20HS — 3x8 = 6x6 = 3x4 — 6-2-7 11-0-0 21-0-0 29-8-3 3q-q-032-0-0__i 6-2-7 4-9-8 10-0-0 8-8-0 0- - 3 2-0-0 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.57 Vert(LL) 0.22 11-13 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.53 11-13 >667 180 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 153lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP SS 2-0-0 oc purlins (3-2-7 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-10 REACTIONS. (lb/size) 2=1644/0-7-10, 10=1719/0-7-10 Max Harz 2=128(LC 11) Max Uplift 2=-773(LC 12), 10=-693(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 3708/1981, 3-4=-2981/1630, 4-5= 2788/1614, 5-6=-2480/1396, 6-7=-2652/1404, 7-8� 251/22, 8-9=-371/31 BOT CHORD 2-14=-1815/3457, 13-14=-1815/3457, 11-13— 1451/2913, 10-11=-1171/2321, 9-10=0/356 WgBS - 3-13=-759/507, 4-13=-197/569, 5-13=-298/210, 5-11=-631/440, 6-11= 139/485, 7-11=-47/294, 7-10= 2594/1652, 8-10=-340/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 11-0-0, Extedor(2) 11-0-0 to 25-6-2, Interior(1) 25-6-2 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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.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 at=lb) 2=773, 10=693. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. Tlds 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 WNW Is 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, seeANSVTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13300305 503771-OBRIEN-05 A09 HIP 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:01 2018 Page 1 6.6-0 3x8 = a- 4x8 = 16-0-0 22-1-8 2x4 11 5x8 = 4x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.35 11 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.58 11 >662 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.13 8 n/a nJa BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS 2.0-0 Scale = 1:58.9 3x8 = PLATES GRIP MT20 244/190 Weight: 148 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP M 31 2-0-0 oc purlins (2-2-0 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1764/0-7-10, 8=1764/0-7-10 Max Horz 2=116(LC 11) Max Uplift 2=-818(LC 12), 8=-818(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3995/2179, 3-4=-3521/1903, 4-5=-3875/2157, 5-6=-3875/2157, 6-7=-3522/1903, 7-8= 3995/2179 BQT CHORD 2-12=-1914/3730, 11-12=-1544/3313, 10-11=-1576/3313, 8-10=-1946/3730 WEBS 3-12=-508/435, 4-12= 142/526, 4-11— 4467768, 5-11— 546/422, 6-11=-446/768, 6-10=-142/526,7-10=-508/434 NOTES- 1 j Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 9-10-8, Exterior(2) 9-10-8 to 26-7-13, Interior(1) 26-7-13 to 34-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=818, 8=818. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Q�y Ply T13300306 503771-OBRIEN-05 A10 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:02 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-Bl6dGQW 9Is EymO66f1 Fbxl W Nv_oimf BMx5CnCTzivxJ -2-0-0 5-5.14 9-0-0 16-0-0 23-0-0 26-6-1 32-0-0 2-0.0 5-5-14 3-6-1 7-0-0 7.0-0 3-6-2 5-5-15 N 6 4x8 = 2x4 II 5x8 = Scale = 1:57.0 3x6 = 3x4 = 5x8 = 3x4 = 6x6 = 3x4 = 9-M i 16-0-0 23-0-0 29-8-3 3q-q-032-0-0 i 9-0-0 7-" 7-M 6-83 0- 3 2-0-0 Plate Offsets (X Y)-- [2:0-0-14 Edge] 14:0-5-4,0-2-41, 16:0-5-4,0-2-81, i12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.26 12-13 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.44 12-13 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except 4-6: 2x4 SP SS 2-0-0 oc puffins (2-11-13 max.): 4-6. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1644/0-7-10, 10=1719/0-7-10 Max Horz 2=109(LC 11) Max Uplift 2=-773(LC 12), 10=-693(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3715/2050, 3-4— 3280/1774, 4-5— 3667/2029, 5-6= 3667/2029, 6-7=-2695/1430, 7-8=-269/89, 8-9=-377/115 BOT CHORD 2-13=-1881/3473, 12-13=-1525/3090, 11-12=-1177/2530, 10-11=-1041/2088, 9-10=-66/369 WEBS 3-13=-460/397, 4-13=-91/456, 4-12=-405/765, 5-12=-622/478, 6-12=-723/1309, 7-11= 275/570, 7-10=-2498/1554, B-10= 308/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32ft eave=4ft; Cat. II; Exp C; Encl., GCpf=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 9-0-0, Extedor(2) 9-0-0 to 27-6-5, Interior(1) 27-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=773, 10=693. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valld 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 WNW 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13300307 503771-OBRIEN-05 All HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:03 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-fUgOU I W n39MpNYhl DkmgU W 2V5NSHV5RW 9lyKkvzivxl 22-00-0 7-10-8 18-8-8 2-1.-8 32-0-0 34-0-0 -0 3 5 507-10.8 No , 7-10-8 2-0-0 4.00 12 3x6 = 5x6 = 3x4 = 3x4 = 10 6x8 MT20HS = 3x4 = Sx6 = 3x4 = 3x6 = Scale = 1:58.9 Plate Offsets (X Y)-- f2:0-0-14 Edgel f7:0-0-14 Edgel FIO:0-4-0 0-3-41 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 0.73 Vert(LL) 0.41 10 >942 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.70 9-10 >548 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied, except 3-6: 2x4 SP No.2 2-0-0 oc puffins (2-2-0 max.): 3-6. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1764/0-7-10, 7=1764/0-7-10 Max Horz 2=97(LC 11) Max Uplift 2=-81 B(LC 12), 7=-818(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3911/2054, 3-4=-3666/2049, 4-5=-4715/2485, 5-6=-3666/2049, 6-7=-3911/2054 BQT CHORD 2-11=-1767/3628, 10-11=-2289/4644, 9-10= 2297/4644, 7-9=-179913628 WEBS 3-11=-244/729,4-11=-1225/693,5-9=-1225/693,6-9=-244/729 NOTES- 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32f; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 7-10-8, Exterior(2) 7-10-8 to 28-7-13, Interior(1) 28-7-13 to 34-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) 2=818, 7=818. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek8 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 VFW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Inc fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13300308 503771-OBRIEN-05 Al2 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:04 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-8hEOh5XPgTUg?iGUmS130jbdynTU EeLfOPhuGLZiVXH 2-0-0 , 7-0-0 12-11-1 19-0-15 25.0-0 , 32-0.0 34-0-0 , 2-0-0 7-0-0 5-11-1 6-1-14 5-11-1 7-0.0 ' 2-0-0 4.00 12 3x6 = 5x6 = 4x4 = 44 = gn d 10 6x8 MT20HS = 4x4 = S 91 5x6 = 4x4 = 3x6 = Scale = 1:58.9 N r t2 N Ir6 O 7.0-0 16-0-0 25-0-0 32-0.0 7-0-0 9-0-0 9-0-0 7-0-0 Plate Offsets (X Y)-- f2:0-0-10 Edge], 17:0-0-10 Edgel (10:0-4-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.47 10 >809 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.83 9-10 >465 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.18 7 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matfix-AS Weight: 138lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except 3-6: 2x4 SP SS 2-0-0 oc puffins (2-6-11 max.): 3-6. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-11, 5-9 REACTIONS. (lb/size) 2=1764/0-7-10, 7=1764/0-7-10 Max Harz 2=88(LC 11) Max Uplift 2=-818(LC 12), 7=-81 B(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 4019/2107, 3-4=3787/2095, 4-5— 5295/2738, 5-6= 3787/2095, 6-7=-4019/2107 BQT CHORD 2-11= 1827/3740, 10-11= 2578/5183, 9-10=-2585/5183, 7-9=-1859/3740 WEBS 3-11=-2711/88, 4-11 =-1 627/923, 4-10=0/295, 5-10=0/295, 5-9� 1627/923, 6-9= 271/788 NOTES- 1 Z Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 1-1-14, Interior(1) 1-1-14 to 7-0-0, Exterior(2) 7-0-0 to 29-6-5, Interior(1) 29-6-5 to 34-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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.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 (jt=lb) 2=818, 7=818. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE �' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the ove.It building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'MTN 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, seeANSI/TPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type O(y Ply T13300309 503771-OBRIEN-06 A13 HIP GIRDER 1 1 'i Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:06 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-43M86nZfM4kOEO PtutKX58g2ub2Yi PyyrjA_LEzivxF -2-0-0 5-0-0 8.6.0 12-0-3 17-0-13 27-1 1-8 27-0-0 32-0-0 34-0.0 , 2-0.0 5-0.0 3-6-1 3-6-3 5-0-10 4-10-12 5-0-8 5-0-0 2-0.0 NAILED NAILED NAILED NAILED NAILED 4.00 FIT 4x8 = 4x4 = 2x4 11 NAILED 3x12 = 3x4 = 3x8 = Special 4x8 = NAILED 3V JI IJ JG 3J J4 JJ 3x4 = 2x4 11 3x4 = 6x16 = 3x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 3-7,7-9: 2x4 SP SS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 "Except' 5-16: 2x8 SP No.2 NAILED NAILED 3x8 = NAILED NAILED NAILED3x4 = NAILED 2x4 II NAILED Special 3x6 = Scale = 1:58.9 CS1. DEFL in (loc) Well Ud PLATES GRIP TC 0.56 Vert(LL) 0.31 12-13 >772 240 MT20 244/190 BC 0.97 Vert(CT) -0.37 12-13 >645 180 WB 0.90 Horz(CT) 0.07 10 n/a n/a Matrix -MS Weight: 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc puffins, except 2-0-0 oc puriins (3-2-7 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 4-0-8 oc bracing. WEBS 1 Row at midpt . 6-16 REACTIONS. (lb/size) 2=374/0-7-10, 16=2806/0-7-10, 10=1395/0-7-10 Max Horz 2=69(LC 24) Max Uplift 2=-473(LC 25), 16=-1591(LC 8), 10=-1021(LC 8) Max Grav 2=647(LC 13), 16=2806(LC 1), 10=1399(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/569, 3-4=-891/1192, 4-5= 1449/2589, 5-6=-1449/2589, 6-8= 1519/1096, 8-9=-3367/2218, 9-10� 3061/1938 BOT CHORD 2-18=-463/919, 17-18=-458/928, 16-17= 1192/1001, 14-16=-934/1519, 13-14= 2053/3367, 12-13=-1722/2870, 10-12= 1709/2852 WEBS 3-17=-1141/586, 4-17=-185/497, 4-16=-1595/732, 5-16=-531/322, 9-12=-152/353, 9-13=-375/573, 6-16=-4304/2686, 6-14— 518/849, 8-14= 1968/1187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=321t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=473,16=1591,10=1021. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guldlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 256 lb down and 295 lb up at 27-0-0 on top chord, and 232 lb down and 9 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 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 appllcabalty 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 WNW 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type QW Ply T13300309 503771-OBRIEN-05 A13 HIP GIRDER 1 1 ' Job Reference (optional) •I IDDetis Lumber Uompany, Halm bay, I-L - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:06 2018 Page 2 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-43M86nZfM4kOEOPtutKX58g2ub2Yi PyyrjA_LEzivxF LOAD CASE(S) Standard J) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-80, 3-9_ 80, 9-11=-80, 19-22=-20 Concentrated Loads (lb) Vert: 7=75(B) 9— 171(B) 12=-86(B) 6=-75(B) 14=-38(B) 25= 75(B) 26=-75(B) 27=-75(B)28=-75(B)29= 75(B) 30= 38(B) 31= 38(B) 32=-38(B) 33=-38(B) 34=-38(B) 35— 38(B) ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/20f 5 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 design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing ' . M'Tek* building prevent of Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type QV Ply T13300310 503771-OBRIEN-05 A14 HALF HIP GIRDER 1 2 Job Reference (optional) 9 IDDeUS Lumber uompany, t'aim bay, rL - J?WU0, t1.ZUU s NDV Ju Zul i ivii 1 eK muustnes, Inu. vveu rLu e i 1 e:Ju:Ur3 eu 10 rdye 1 I D: UdQ?gwxQYMbe3KMLujLM7HzxfwR-Ue2HkpbYe?6y5TBSZ?tEjnlTjoAlvm6OYhPeyZzivxC 7-0-0 12-8-14 1 18-4.0 1 2T11-3 29-8.3 32-0-0 2-0-0 7-0-0 5-8.14 5-7-2 5-7-2 5-9-0 1 2-3-13 Scale = 1:57.4 • 6x8MT20HS—_ NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4.00 F12 Special NAILED NAILED 3x4 = NAILED NAILED 4x4 = 3x8 MT20HS = 3x10 = NAILED 2x4 11 3x4 = m 6 32 33 34 3b 14 3J8 3/ 38 J9 4U 41 4C 41 3x6 = 2x4 11 NAILED NAILED 4x4 = 6x10MT20HS=3x4 = NAILED 4x4 = NAILED 5x14 = 2x4 II Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Plate Offsets (X Y)-- f2:0-0-14 Edger f3:0-5-12 0-2-12t f7:0-3-8 0-1-8j f11:0-4-2 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.65 13-15 >544 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.67 13-15 >532 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 317lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS `Except' TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, 6-9: 2x4 SP No.2 except end verticals, and 2-0-0 oc puffins (3-8-12 max.): 3-9. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.2 *Except* 8-11: 2x8 SP No.2 REACTIONS. (lb/size) 2=2993/0-7-10, 11=3672/0-7-10 Max Harz 2=205(LC 25) Max Uplift 2=-2198(LC 8), 11=-2850(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TQP CHORD 2-3=-7825/5853, 3-4=-9895/7646, 4-5=-9424/7283, 5-7=-6196/4795 BOT CHORD 2-16=-5598/7346, 15-16=-5627/7385, 13-15=-7646/9895, 12-13=-7283/9424, 11-12=-4795/6196 WEBS 3-16=-475/756, 8-11=-841/605, 7-11= 6662/5158, 3-15=-2184/2811, 7-12— 1328/1645, 4-15=-765/520, 5-12=-3506/2702, 4-13=-511/431, 5-13=-452/642 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=32fh eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 1001b uplift at joint(s) except Qt=lb) 2=2198, 11=2850. 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 11) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. MiTek USA, Inc. FL Cert 6634 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 282 lb down and 375 lb up at 8904 Parke East Blvd. Tampa FL 33610 7-0-0 on top chord, and 418 lb down and 459 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) Is Date: the responsibility of others. February 21,2018 ndard 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing :M!Tek7 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, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13300310 503771-OBRIEN-05 A14 HALF HIP GIRDER 1 2 Job Reference (optional) I IbbettS Lumber Company, Palm kiay, I-L - 3290b, 8.200 S Nov 30 2U1 / MI I eK maUSIries, Inc. 1Nea reD 2l 12:3u:uu 2u1 a rage 2 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-Ue2HkpbYe?6y5T8SZ?tEj nlTjoAlvm6OYhPeyZzivxC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=-80, 3-9= 80, 10-17=-20 Concentrated Loads (lb) Vert: 3=-215(F) 6=-154(F) 16=-418(F) 20= 154(F) 21=-154(F) 22=-1 54(F) 23=-1 54(F) 24=-154(F) 25=-154(F) 26=-154(F) 27=-154(F)28= 154(F) 30=-154(F) 31= 163(F) 32_ 68(F) 33=-68(F) 34=-68(F) 35=-68(F) 36=-68(F) 37=-68(F) 38=-68(F) 39=-68(F) 40=-68(F) 41= 68(F) 42=-68(F) 43=-71(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 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 -,Mi PT ek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, socANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ojy Ply T13300311 503771-OBRIEN-05 B01 COMMON 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, -2-0-0 . 7-4-14 N 6 K7C.1-5 9-1 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:10 2018 Scale = 1:49.5 46 11 3x4 = 3x4 = 3x4 = 3x8 = o LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.78 BC 0.52 WB 0.24 Matrix -AS DEFL. in Vert(LL) 0.25 Vert(CT) -0.54 Horz(CT) 0.09 (loc) I/detl Ud 7-12 >999 240 7-12 >627 180 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 6=1394/0-7-10, 2=157010-7-10 Max Horz 2=150(LC 11) Max Uplift 6=-561(LC 12), 2=-743(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3346/1616, 3-4— 2888/1406, 4-5=-2917/1446, 5-6— 3385/1656 BOT CHORD 2-9— 1444/3127, 7-9=-882/2104, 6-7=-1462/3169 WEBS 4-7=-350/892, 5-7=-686/491, 4-9=-320/853, 3-9= 664/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=561, 2=743. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MITek® connectors. ibis design Is based only upon parameters shown, and Is for an Individual building component, rroT 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, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qjy Ply T13300312 503771-OBRIEN-05 802 HIP 2 1 ' Job Reference (optional) 'Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:11 2018 Page 1 I D:UdQ?gwxQYMbe3KM Luj LM7HzxfwR-Q1919VdoAdNgLnl rhQwioCOg9cstiN rOh??ulORzivxA -2-0-0 7-4-14 13-0-0 15-0-0 , 20-7-2 28-0-0 2-0-0 7-4-14 5-7-2 2-0-0 5-7-2 7-4-14 6 Scale=1:50.3 5x6 = 5x6 = 3x4 = 3x4 = 3x4 = 3x8 = 3x8 = B-1-0 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.52 WB 0.18 Matrix -AS DEFL. in Vert(LQ 0.26 Vert(CT) -0.53 Horz(CT) 0.09 (loc) Udefl Ud 8-13 >999 240 8-13 >629 180 7 n/a nla PLATES GRIP MT20 244/190 Weight: 116 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 4-5: 2x6 SP No.2 2-0-0 oc puriins (4-10-7 max.): 4-5. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 7=1394/0-7-10, 2=1570/0-7-10 Max Horz 2=140(LC 11) Max Uplift 7=-561(LC 12), 2=-743(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3331/1741, 3-4=-2892/1522, 4-5— 2237/1336, 5-6=-2920/1539, 6-7=-3372/1732 BQT CHORD 2-10— 1573/3111, 8-10=-1039/2237, 7-8= 1556/3155 WEBS 6-8=-682/511, 3-10=-654/493, 4-10=-300f789, 5-8— 333/822 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 13-0-0, Exterior(2) 13-0-0 to 15-0-0, Interior(1) 19-2-15 to 28-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=561,2=743. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13300313 503771-OBRIEN-05 B03 HIP 2 1 • Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MI I ek industries, Inc. Wed Feb 21 12:30:12 2018 rage 1 I D:UdQ?gwxQYM be3KMLuj LM7HzxfwR-vDj PNgdQxwVXyxt1 E7RxLPwOV06M6E6rEfdJZtzivx9 f2-0-0 6-2-8 11-0-0 17-0-0 21-9-9 28-0.0 0-0 6-2-8 4-9-9 6-0-0 4-9-9 6-2-8 3x6 = 4x8 = 5x5 = 2x4 11 3x4 = 3x4 = 2x4 11 3x8 = Scale=1:50.2 3x6 = cb 6-2-8 11-0-0 17-0-0 21-9-9 28-0-0 6-2-8 4-9-9 6-0-0 4-9-9 6-2-8 Plate Offsets (X Y)-- (4.0-5-4 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.25 9-11 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.44 9-11 >768 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.13 7 n!a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 128lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (2-2-1 max.): 4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 7=1394/0-7-10, 2=1570/0-7-10 Max Harz 2=122(LC 11) Max Uplift 7=-561(LC 12), 2=-743(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3481/1855, 3-4=-2737/1548, 4-5= 2562/1504, 5-6=-2746/1520, 6-7=-3531/1857 BOT CHORD 2-12=-1692/3241, 11-12=-1692/3241, 9-1 1=1282/2555, 8-9= 1686/3307, 7-8=-1686/3307 W€BS 3-11= 775/451, 4-11=-128/463, 5-9=-149/470, 6-9=-832/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=o.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 11-0-0, Exterior(2) 11-0-0 to 21-2-15, Interior(1) 21-2-15 to 28-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ` 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=561, 2=743. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MII.7473 rev. 10/03,2015 BEFORE USE. idual building component, not Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Indiv a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall �,A TT bulld�9V9 -Ting design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing e V � 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, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute- 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13300314 503771-OBRIEN-05 B04 HIP 2 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:13 2018 Page 1 I D: UdQ?gwxQYM be3KMLujLM7HzxfwR-N PHnaAe2i EdOa4SDoryAudTFRPZirju_SJ Ns5Kzivxe 2.0-0 5-5-15 9-0-0 14-0-0 19-0-0 22-6-2 28-0-0 2-0-0 5-5.15 3-6-1 5-0-0 5-0-0 3.6-2 5-5-15 3x6 = 4x6 = 3x8 = 3x4 = 4x6 = 10 3x8 MT20HS = 3x8 Scale = 1:50.4 3x6 = 9-0-0 19-0.0 28-0-0 9-0-0 10-0-0 9-0-0 Plate Offsets (X Y)-- f2:0-0-2,Edge1,f8:0-0-2,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) 0.25 9-11 >999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.51 9-11 >655 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 124lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 20 SP SS 2-0-0 oc pudins (3-1-3 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 8=1394/0-7-10, 2=1570/0-7-10 Max Harz 2=104(LC 11) Max Uplift 8=-561(LC 12), 2=-743(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3487/1955, 3-4=-3039/1663, 4-5= 2866/1638, 5-6=-2890/1620, 6-7=-3066/1649, 7-8— 3549/1957 BOT CHORD 2-11=-1792/3269, 9-1 1=-1 687/3229, 8-9_ 1787/3335 WEBS 3-11— 488/419, 4-11=-245/626, 5-11� 538/385, 5-9= 516/345, 6-9= 262/641, 7-9=-528/446 NOTES- 1)' Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft B=45fh L=28ft; eave=4ft Cat. II; Exp Q Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Interjor(1) 0-9-12 to 9-0-0, Exterior(2) 9-0-0 to 23-2-15, Interior(1) 23-2-15 to 28-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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.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 (jt=lb) 8=561, 2=743. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Gert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev 10/03,2015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT prevent 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, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component eW 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qly Ply T13300315 503771-OBRIEN-05 B05 HIP GIRDER 1 n 2 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:15 2018 Page 1 I D:UdO?gwxQYMbe3KMLuj LM7HzxfwR-JoPY?sgJ Ert6pObcwG_ez2YU BDFsJb?Hwdsz9Czivx6 -2-0.0 , 7-0-0 14-0-0 21-0-0 28-0-0 �2-0-0 7-0-0 7-0-0 7-0-0 7-0-0 6x8 MT20HS = Special Special Special 4.00 12 Special Special 2x4 11 6x8 MT20HS = Special Special Special Scale = 1:50.2 - 23 24 Lb Zb 2I '26 4x6 = 2x4 II Special Special Special5x8 = Special Special 2x4 11 4x6 = Special 14-0-0 Special Special Plate Offsets (X Y)-- f3:0-5-12 0-2-121 f5:0-5-12 0-2-121 f8:0-4-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(L-) 0.58 8-9 >575 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.59 8-9 >572 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 235lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 6=2696/0-7-10, 2=2871/0-7-10 Max Horz 2=86(LC 24) Max Uplift 6=-1918(LC 8), 2= 2101(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7477/5577, 3-4=-9485/7323, 4-5= 9485/7323, 5-6=-7525/5633 BQT CHORD 2-9=-5196/7017, 8-9=-5227/7057, 7-8— 5285/7108, 6-7=-5252/7066 WEBS 3-9=-508/812, 3-8=-2063/2671, 4-8=-12611898, 5-8— 2002/2637, 5-7=-532/822 Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-15 max.): 3-5. Rigid ceiling directly applied or 7-3-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.opsf; h=15ft; B=45ft L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 Qt=lb) 6=1918, 2=2101. 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 282 lb down and 373 lb up at 7-0-0, 162 lb down and 210 lb up at 9-0-12, 162 lb down and 210 lb up at 11-0-12, 162 lb down and 210 lb up at 13-0-12, 162 lb down and 210 Ib up at 14-11-4, 162 lb down and 210 lb up at 16-11-4, and 162 Ib down and 210 lb up at 18-11-4, and 282 Ib down and 373 Ib up at 21-0-0 on top chord, and 418 Ito down and 459 lb up at 7-0-0, 90 Ib down and 134 Ib up at 9-0-12, 90 Ib down and 134 Ib up at 11-0-12, 90 Ib down and 134 lb up at 13-0-12, 90 lb down and 134 Ib up at 14-11-4, 90 Ib down and 134 Ib up at 16-11-4, and 90 Ib down and 1341b up at 18-11-4, and 418 lb down and 459 Ib'up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 MKMFS ndard ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10/012015 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 - . n,a @1f9� T P'r w 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, seeANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13300315 503771-OBRIEN-05 B05 HIP GIRDER 1 n 4 G Job Reference (optional) 1Tbbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTei( Industries, Inc. Wed Feb 21 12:30:15 2018 Page 2 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-JoPY?sgJ Ert6pObcwG_ez2YUBDFsJb? Hwdsz9Czivx6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-6=-80, 10-13=-20 Concentrated Loads (lb) Vert: 3=-215(F) 5=-215(F) 9— 418(F) 7=-418(F) 16=-154(F) 17= 154(F) 18=-154(F) 19=-154(F) 20=154(F) 21=-154(F) 23=-68(F) 24=-68(F) 25=-68(F) 26= 68(F) 27=-68(F) 28=-68(F) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03/20f 5 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandila, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13300316 503771-OBRIEN-05 806 HIP GIRDER 1 2 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:17 2018 Page 1 I D: UdQ7gwxQYMbe3KM Luj LM7HzxfwR-FBXI QYhZmS7g3il_1 g 162Terkl xMnVXaNxL4E5zivx4 2-0-0 7-0-0 14-0.0 21-0-0 28-0.0 30-0-0 r 2-0-0 7-0-0 7-0-0 7-0-0 7-0-0 i 2-0-0 6x8MT20HS= Special Special Special S Special 2x4 I I 6x8 MT20HS = 4.00 12 p Special Special Special Special 23 24 25 - 26 2! 28 3x6 = 2x4 II Special Special 5x8 = Special Special 2x4 11 Special Special Special Special 3x6 = Scale = 1:52.4 LOADING (psi) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.91 BC 0.44 WB 0.40 Matrix -MS DEFL. in Vert(LL) 0.58 Vert(CT) -0.58 Horz(CT) 0.11 (loc) I/defl Ud 9-10 >581 240 9-10 >575 180 6 n/a n/a PLATES MT20 MT20HS Weight:241 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except 3-5: 2x4 SP M 31 2-0-0 oc purlins (4-6-4 ma)c): 3-5. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=2865/0-7-10, 6=2865/0-7-10 Max Horz 2=83(LC 24) Max Uplift 2=-2094(LC 8), 6=-2094(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 7457/5555, 3-4=-9454/7287, 4-5= 9454/7287, 5-6=-7457/5555 BOT CHORD 2-10_ 5112/6998, 9-10=-5143/7039, 8-9= 5143/7039, 6-8=-5112/6998 WEBS 3-10=-507/811, 3-9=-2047/2657, 4-9= 1262/900, 5-9=-2047/2657, 5-8=-507/811 NOTES- 112-ply truss to be connected together with 1 Od (0.131 °x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=28ft eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 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 Qt=lb) 2=2094, 6=2094. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 282 lb down and 373 lb up at 7-0-0, 162 lb down and 210 lb up at 9-0-12, 162 lb down and 210 lb up at 11-0-12, 162 lb down and 210 lb up at 13-0-12, 162 lb down and 210 ib up at 14-11-4, 162 lb down and 210 lb up at 16-11-4, and 162 Ib down and 210 lbup at 18-11-4, and 282 Ib Thomas A. Albani PE No.39380 down and 373 lb up at 21-0-0 on top chord, and 418 lb down and 459 lb up at 7-0-0, 90 lb down and 134 lb up at 9-0-12, 90 lb MiTek USA, Inc. FL Cert 8634 down and 134 lb up at 11-0-12, 90 lb down and 134 lb up at 13-0-12, 90 lb down and 134 lb up at 14-11-4, 90 lb down and 134 lb 6904 Parke East Blvd. Tampa FL 33610 up at 16-11-4, and 90 lb down and 134 lb up at 18-11-4, and 418 lb down and 459 lb up at 20-11-4 on bottom chord. The Date: design/selection of such connection device(s) is the responsibility of others. February 21,2018 ndard ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev. 10/03/2015 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 Additional temporary and permanent bracing T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Q(y Ply T13300316 503771-OBRIEN-05 B06 HIP GIRDER 1 2 Job Reference (optional) I mt)eTIS Lumber Company, Palm tray, 1-L - 3290b, 8.200 S Nov 30 2017 MI I eK Industries, Inc. Wed heb 21 12:30:17 2018 Page 2 I D: UdQ7gwxQYMbe3KM Luj LM7HzxfwR-FBXI QYhZmS7g3il_i g162Terk1 xMnVXaNxL4E5zivx4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-6 80, 5-7=-60, 11-14=-20 Concentrated Loads (lb) Vert: 3=-215(B) 5= 215(B) 10=-418(B) 8=-418(B) 17=-154(B) 18=-154(B) 19=-154(B) 20=-154(B)21=-154(B) 22=-154(B) 23=-68(B) 24_ 68(B)25=-68(B) 26=-68(B) 27— 68(B) 26= 68(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03,2015 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 T 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type O;y Ply T13300317 503771-OBRIEN-05 C01 COMMON 8 1 e Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MI I eK Industries, Inc, wed "D 21 12:3u:1 u zul ti rage 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-j N4gdui BXmFhgsKBbOYLbgA7FQFN W Otjcb4dmXzivx3 2-0-0 4.9.5 8-6-0 12-2-12 17-0-0 19-0-0 2-0-0 4-9-5 3-8-11 3-8.12 4-9.5 2-0-0 of 6x10 MT20HS = 3x8 = 2x4 11 3x8 = 17-0-0 Scale = 1:34.0 Im 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.39 6-12 >529 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.52 Ven(CT) 0.33 6-12 >619 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matfix-AS Weight: 62lb FT=20J LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1014/0-7-10, 4=1014/0-7-10 Max Harz 2=-94(LC 10) Max Uplift 2=-884(LC 12), 4=-884(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1582/2374, 3-4= 1582/2374 BOT CHORD 2-6=-2102/1419, 4-6=-2102/1419 WEBS 3-6= 889/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Intertor(1) 0-9-12 to 8-6-0, Exterior(2) 8-6-0 to 11-6-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=884, 4=884. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03,2015 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 ®k7 :Mi HT 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job I russ Truss Typo city my T13300318 503771-OBRIEN-05 CJ1 CORNER JACK 14 1 Job Reference (optional) -Tibbetts Lumber Co, Palm Bay, FL Run: 8.200 s Nov 302017 Print: 8.200 s Feb 132018 MiTek Industries, Inc. Wed Feb 21 16:51:12 2018 Page 1 1D:UdQ?gwxQYMbe3KMLujLM7HzxfwR-ZOuGi2sgriwxNGJfCNgMC7Q3vTNYnh3zQyOTgszit j 2-0-0 1-0.0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 20.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-30/Mechanical, 2=383/0-7-10, 4=-90/Mechanical Max Harz 2=83(LC 12) Max Uplift 3=-30(LC 1), 2= 380(LC 12), 4=-90(LC 1) Max Grav 3=51(LC 12), 2=383(LC 1), 4=120(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. N_ m 6 1-0-0 Scale = 1:6.8 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 30 lb uplift at joint 3, 380 lb uplift at joint 2 and 90 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type OW Ply T13300319 503771-OBRIEN-05 CJ11 Corner Jack 2 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 2x4 = 1-0-0 1-0-0 1-0-0 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:19 2018 Page 1 I D:UdQ?gwxQYMbe3KM Luj LM7HzxfwR-BZe3rEj pl4NYl?vN953a7uj PEgidFVDtrFgAlzzivx2 Scale = 1:6A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rUa BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 3lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=49/0-7-10, 2=23/Mechanical, 3=26/Mechanical Max Harz 1=20(LC 12) Max Uplift 1=-16(LC 12), 2= 12(LC 12), 3= 12(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24fh eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and .forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 41 Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 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 iViiTek` Is always required for stability and 10 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, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job russ russ I ype city Ply T13300320 503771-OBRIEN-05 CJ3 CORNER JACK 14 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 2-0-0 Run: 8.200 s Nov 30 2017 Print: 8.200 s Feb 13 2018 M-iTek Industries, Inc. Wed Feb 21 16:51:13 2018 Page 1 ID:Uda?gwxOYMbe3KMLujLM7HzxfwR-1 bSevOtTcO2o_Ousl5LbIKyEetigW8J6fcmOMJzit_i 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.01 4-7 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=70/Mechanical, 2=368/0-7-10, 4=20/Mechanical Max Harz 2=122(LC 12) Max Uplift 3=-45(LC 9), 2=-348(LC 12), 4— 42(LC 9) Max Grav 3=70(LC 1), 2=368(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale=1:10.1 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Intedor(i) 0-9-12 to 2-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 348 lb uplift at joint 2 and 42 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8604 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verfly design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MB-7473 rev. 1010312015 BEFORE USE Design valid for use only wlih MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use, the building designer must verity the applicab➢lty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent Wckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r�,I� •: Mi TT el" 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, seeANSI/TPI1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ojy Ply T13300321 503771-OBRIEN-05 CJ31 Corner Jack 2 1 Job Reference (optional) Tibbetts Lumber Company Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:21 2018 Page 1 ID:UdQ?gwxQYMbe3KMLujLM7HzxfwR-BympFvk4ghdGXJ3mGW52CJokyeMwjPj91YJH NszivxO 3-0-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-6 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=147/0-7-10, 2=97/Mechanical, 3=50/Mechanical Max Harz 1=59(LC 12) Max Uplift 1=-49(LC 12), 2=-62(LC 12), 3= 8(LC 12) Max Grav 1=147(LC 1), 2=97(LC 1), 3=59(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. .II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4 Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Thomas A. Alban! PE No.39380 M!Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11,1II.7473 rev. 10/012015 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 in= system. Before use, the building designer must verify the applicability of design parametets 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 p�� . 'i IT eW 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, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria- VA 22314. Tampa, FL 33610 Job Truss russ I ype ty y T13300322 503771-OBRIEN-05 CJS CORNER JACK 9 1 Job Reference (optional) ,Tibbetts Lumber Co, Palm Bay, FL Run: 8.200 s Nov 30 2017 Print: 8.200 s Feb 13 2018 MiTek Industries, Inc. Wed Feb 21 16:51:13 2018 Page 1 I D:UdQ?gwxQYMbe3KM Luj LM7HzxfwR-1 bSevOtTc02o_Qusl5Lbl KyDetcJ W BJ6fcmoMJzit_i 5.0-0 5-0.0 Scale=1:13.7 5-0-0 5-0-0 Plate Offsets (X Y)-- f2:0-2-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.56 Vert(LL) 0.13 4-7 >473 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.11 4-7 >531 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 19Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=155/Mechanical, 2=444/0-7-10, 4=58/Mechanical Max Harz 2=163(LC 12) Max Uplift 3=-113(LC 12), 2=-398(LC 12), 4= 79(LC 9) Max Grav 3=155(LC 1), 2=444(LC 1), 4=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=5.opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 4-11-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3, 398 lb uplift at joint 2 and 79 lb uplift at joint 4. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1­7473 rev. 10103,2015 BEFORE USE Design valid for use only with MITekO 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 p�1� T y� `9MI� ele 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, seeANSI/TPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type r Q(y Ply T13300323 503771-OBRIEN-05 CJ51 Corner Jack 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 2x4 = 5-0-0 5-0-0 B.zvu s Nov :iV zul / Mi I ex Industries, inc. Wed Feb z I i2;30:22 20 i a rdye i ID:UdQ?gwxQYMbe3KMLujLM7HzxfwR-c8KBTFIib?169TeygEcHIW Lp92e2SszJXC2rvlzivx? Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.06 3-6 >926 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.08 3-6 >784 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=247/0-7-10, 2=172/Mechanical, 3=75/Mechanical Max Horz 1=100(LC 12) Max Uplift 1=-83(LC 12), 2=-112(LC 12), 3=-5(LC 12) Max Grav 1=247(LC 1), 2=172(LC 1), 3=97(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1),Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 31' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=lb) 2=112. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312016 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 Info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wffek° 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, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type ON Ply T13300324 503771-OBRIEN-05 D01 ROOF SPECIAL GIRDER 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MITek Industries, Inc. Wed Feb 21 12:30:23 2018 Page 1 ID:UdQ?gwxQYMbe3KMLujLM7HzxfwR-4KuZgbmKLltzndD8Ox7W Ikt_QRx3BEvSmsoORlzivx_ -2.0-0 5-0-0 7-4-0 9-4-0 , 12-4-0 2-0-0 5-0-0 2-4-0 2-0-0 3-0-0 Scale = 1:24.4 Special 4x4 = NAILED Special 4x4 = 3x4 = Special 4x6 5-0-0 7-4-0 9-4-0 12-4-0 5-0-0 2-4-0 2-0-0 3-0-0 Plate Offsets (X Y)-- f2:0-2-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 9 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.12 9-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (4-1-7 max.): 3-4, 5-6. WEBS 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. 6-7: 2x6 SP No.2 REACTIONS. (lb/size) 7=911/0-7-10, 2=1090/0-7-10 Max Horz 2=124(LC 25) Max Uplift 7=-404(LC 8), 2=-593(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/901, 3-4=-1924/885, 4-5=-2019/908 BQT CHORD 2-9=-845/1909, 8-9=-845/1924, 7-8=-932/2005 WEBS 3-9= 12/269, 4-8=-41/297, 5-7=-2040/964 NOTES- 1Z Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=404, 2=593. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 256 lb down and 291 lb up at 5-0-0, and 256 lb down and 291 lb up at 7-4-0 on top chord, and 127 lb down and 69 lb up at 5-0-0, and 127 lb down and 69 lb up at 7-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-5= 80, 5-6=-80, 7-1 O= 20 Concentrated Loads (lb) Vert: 3= 171(B) 4= 171(B) 9= 86(B) 8= 86(B) 14=-75(B) 15= 38(B) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M-TeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Suite Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, 312, Alexandria. VA 22314. Job Truss Truss Type Q(y Ply T13300325 503771-OBRIEN-05 EJ5 JACK -OPEN 11 1 " Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32906, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:24 2018 Page 1 I D: UdQ?gwxQYMbe3KM LujLM7HzxfwR-YXSyuxny6c?gOnnKxfflgxQBcrLswmSc_W XxzBzivwz -2-0-0 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.05 4-7 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 4-7 >892 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -AS Scale = 1:13.8 PLATES GRIP MT20 2441190 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=155/Mechanical, 2=444/0-7-10, 4=58/Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-92(LC 12), 2=-291(LC 12) Max Grav 3=155(LC 1), 2=444(LC 1), 4=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. .II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=291. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. N r Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 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 :6� T�/a �{ - ek° Is 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I , Qly Ply T13300326 503771-OBRIEN-05 EJ7 JACK -OPEN 29 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:24 2018 Page 1 I D: UdQ?gwxQYM be3KMLuj LM7HzxfwR-YXSyuxny6c?gOnnKxfflgxQ9YrKPwmSc_W XXZBzivWz -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 1:17.5 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.34 4-7 >243 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.30 4-7 >278 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=234/Mechanical, 2=535/0-7-10, 4=88/Mechanical Max Horz 2=203(LC 12) Max Uplift 3=-174(LC 12), 2=-464(LC 12), 4= 114(LC 12) Max Grav 3=234(LC 1), 2=535(LC 1), 4=130(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 6-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 37 ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 3=174, 2=464, 4=114. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cett 6634 6604 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE �n 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 i . 'M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ON Ply T13300327 503771-OBRIEN-05 HJ5 DIAGONAL HIP GIRDER 3 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:25 2018 Page 1 I D:UdQ?gwxQYMbe3KM Luj LM7HzxfwR-Oj? K5Hnatw7hOwMXVMA_N9zDtFewfDil DAHVVdzivwy -2.9.15 3-11-0 7-0-2 2-9-15 3-11-0 3-1-2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 20.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=209/Mechanical, 2=553/0-10-7, 4=76/Mechanical Max Harz 2=162(LC 8) Max Uplift 3=-139(LC 8), 2_ 497(LC 8), 4=-43(LC 5) Max Grav 3=209(LC 1), 2=557(LC 28), 4=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.18 4-7 >460 240 MT20 244/190 Vert(CT) -0.20 4-7 >414 180 Horz(CT) 0.00 2 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1).Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 47) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=139, 2=497. 6) "NAILED" indicates 3-10d (0.146"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 4-5= 20 Concentrated Loads (lb) Vert: 7=82(F=41, B=41) 9=2(F=1, B=1) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ®WARMING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p.� i1V iT e W 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Q)y Ply T13300328 503771-OBRIEN-05 HJ7 DIAGONAL HIP GIRDER 6 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:26 2018 Page 1 ID:UdQ?gwxQYMbe3KMLujLM7HzxfwR-UvZiJdoCeDFYe4xj33hDvMVOdf KOaOuSgO213zivwx -2-9-15 5-3-15 9-10-1 2-9-15 5-3-15 4-6-2 vx� NAILED NAILED NAILED 4-6-2 Scale: 1/2"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.09 6-7 >999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 42lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=174/Mechanical, 2=714/0-10-7, 6=378/Mechanical Max Horz 2=202(LC 8) Max Uplift 4=-129(LC 8), 2— 628(LC 8), 6=-297(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1125/822 BOT CHORD 2-7=-873/1061, 6-7=-873/1061 WEBS 3-6� 1105/910 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 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 Qt=lb) 4=129, 2=628, 6=297. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 5-8=-20 Concentrated Loads (lb) Vert: 10=82(F=41, B=41) 12= 83(F= 42, B=-42) 13=2(F=1, B=1) 14= 60(F= 30, B=-30) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the -,M- eW fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type ! + + ON Ply T13300329 503771-OBRIEN-05 Vol Valley 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:27 2018 Page 1 I D: UdQ?gwxQYMbe3KMLuj LM7HzxfwR-y674W zpq PXOPGE WvdnCSSa2e53Ma7682gUmbZW zivww 6-6-0 13-0-0 6-6-0 6-6.0 4x6 = 3x4 % v 3x4 o- -12 1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 20.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=239/12-10-8, 3=239/12-10-8, 4=634/12-10-6 Max Harz 1=-50(LC 10) Max Uplift 1=-109(LC 12), 3=-109(LC 12), 4=-234(LC 12) Max Grav 1=245(LC 21), 3=245(LC 22), 4=634(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-462/388 Scale = 1:20.6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a Weight: 39 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NQTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 6-6-0, Extefior(2) 6-6-0 to 9-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=109, 3=109, 4=234. V •o 0 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing --:M!Tek' Is always required for stabllity 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 1 , Q)y Ply T13300330 503771-OBRIEN-05 V02 Valley 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:28 2018 Page 1 I D: UdQ?gwxQYMbe3KM Luj LM7HzxfwR-RIhSjJgTArW GtO56AUj h?nbtKSmtsZfBv8V96yzivwv 4-6-0 4x4 = 4.00 F12 Scale = 1:16.3 r 5 6 8 3 Ll =o o o � 4 2x4 % 2x4 II 2x4 8-11-4 9-� 0 r 8-11-4 0- -12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=174/8-10-8, 3=174/8-10-8, 4=364/8-10-8 Max Harz 1=32(LC 11) Max Uplift 1= 85(LC 12), 3= 85(LC 12), 4=-118(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4— 275/294 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1),Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15fh B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-6-0, Extedor(2) 4-6-0 to 7-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 37 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 truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=118. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 101012015 BEFORE USE Design valid for use only with MITek6 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 - : i'P� Tr�k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see-ANSi/rPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type i OV Ply T13300331 503771-OBRIEN-05 VO4 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, v a 0 8.200 s Nov 30 2017 MITek Industries, Inc. Wed Feb 21 12:30:28 2018 Nage 1 ID:UdQ?gwxQYMbe3KMLujLM7HzxfwR-RIhSjJgTArW GtO56AUjh?nblLSiusZSBvBV96yzivwv 2x4 II 2 Scale=1:14.5 2x4 % 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=275/6-6-4, 3=275/6-6-4 Max Horz 1=112(LC 12) Max Uplift 1=-93(LC 12), 3=-130(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 237/318 Structural wood sheathing directly applied or 5-8-6 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1).Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 6-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 47 ` 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=130. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addilional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcaliorr, storage. delivery, erection and bracing of trusses and truss systems, seeANSi/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . , OPy 1 Ply T13300332 503771-OBRIEN-05 V05 Valley 1 1 ' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed Feb 21 12:30:29 2018 Page 1 I D: UdQ?gwxQYM be3KMLujLM7HzxfwR-vUFrxeg5x8e7VYgIkCEwX?71 es5sbOhLBoFieOzivwu 4-7-0 4-7-0 Scale = 1:10.3 v a 0 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=175/4-6-4, 3=175/4-6-4 Max Harz 1=71(LC 12) Max Uplift 1= 59(LC 12), 3=-83(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-7-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. .II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41 ` 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111I1-7473 rev. 10103,2015 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 MiTew 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1 dr For 4 x 2 orientation, locate plates 0-'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates, ` Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Woo4Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10�03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified: 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.