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Revisions; Submission of Roof Truss Plan
OFFICE USE ONLY: R E C E l - D NOV 2 4 2015 DATE FILED: 1 l Z 1� REVISION FEE: 5 . 1. il 3. 4. 5. PERMIT #20 RECEIPT # c PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: -7 NAME: ADDRESS: CITY: PHONE (DAY' Revised 07/22/2014 ST. LUCIE COUNTY CERT. #: STATE: FAX: ZIP: NGINEER INFORMATION: . i 3 q "p,�'l�✓� STATE: c3P ZIP: fMF.I� FAX: OFFICE USE ONLY: R E C E R' r D NOV 24 2015 DATE FILED: ! Z )— REVISION FEE: q 5 . 1. 2. PERMIT # A d E( © 7 0 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT T\TTTi(1TAAT(t_ 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: r NAME: i ADDRESS: CITY: .J .'✓ of STATE: i ZIP: PHONE: `7 2 — O FAX: � . Z Wit l3 & S 5. NAME: ADDRESS: CITY: PHONE (DAY' Revised 07/22/2014 INFORMATION) . ATE: 3qu REVISION FAX: ZIP: mm Mlta MiTek a RE: 73051 - Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECEI`:C Site Information: Customer Info: George & Susan Turenne Lot/Block: 41 Address: 10851 S Ocean Blvd City: Jensen Beach MiTek USA, Inc. 6904 Parke East Blvd. T a, FL 33610-4115 Project Name: Turenne Residence Model: Subdivision: Windmill Village 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# Truss Name I Date 1 T7675079 A 11 /19/01 18 T7675096 J6 11 /19/01 2 I T7675080 113 1 11 /19/01$19 I T7675097 J J6B 1 11 /19/01$ 13 I T7675081 1131 1 11/19/01$20 I T7675098 1 J6C 1 11/19/01$ 14 T7675082 I BA 1 11/19/01521 I T7675099 1 J6D 11/19/016 15 T7675083 C 1 11 /19/01$22 I T7675100 I J 11 1 11 /19/01$ 16 I 7 I T7675084 ID T7675085 E 11 /19/01623 11 /19/01$24 I T7675101 I T7675102 J31 1 J32 11 /19/01$ 1 11 /19/01 8 8 I T7675086 IF 1 11 /19/01$25 I T7675103 J51 11 /19/01 � 19 I T7675087 I G 1 11/19/01826 I T7675104 I J52 11/19/01 110 I T7675088 I GRA 1 11/19/01$27 I T7675105 J KJ8 11/19/014 Ill IT7675089 I GRB 1 11/19/01$28 IT7675106 1 KJ8A 1 11/19/01a 112 I T7675090 J J1 1 11/19/01$29 I T7675107 1 KJB 1 11/19/018 13 T7675091 I J 1 A 1 11 /19/01$30 I T7675108 I V4 1 11 /19/01 a 114 I T7675092 J J3 1 11/19/01531 I T7675109 I VA 1 11/19/01 d 115 I T7675093 J J3A 1 11/19/01532 I T7675110 I VB 1 11/19/014, 116 I T7675094 J J5 1 11/19/01$ 117 I T7675095 J J5A 1 11 /19/01$ The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/`TPI-1, Chapter 2. % PS' A„qii 0 :' � �. STATE OF *4U� �'�• 'off OP.•���� Thomas A. Mad PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: November 19,2015 Albani, Thomas 1 of 1. Job Truss Truss Type Qty Ply T7675079 73051 A SPECIAL 1 1 Job Reference (optional) Uhambers 1 russ, Fon FlerCe, FL /."v s oep zs Iv I D ml l eK inuusmes, Inc. I nu ry v - w: i e — i o rage i I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-gjrUnLlcrW EQuHhRG9UOW3W 7wXBGzPvOAolzU LyHc7c . -6- 6-0-0 10-6-0 12-6-0 15-0-0 17-8.0 18-10.0 21-00 0 21- -0 -0 6-0-0 4-6-0 2-0-0 2-6-0 2-8-0 1-2-0 2-2-0 013-0 4x5 11 6.00 12 Scale = 1:37.9 0 14 13 12 0 0 3x4 = 15 3x4 = _ Sx12 = 5x6 5x12 = 11 5x6 = 3x4 = 3.00 12 6-0-0 11-4-0 1 12-6-0 1 7-8.0 18-10-0 -0 21-0 6-0.0 5-4-0 1-2-0 2.6-0 2-8-0 1-2-0 2-2-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.22 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 105 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=80410-8-0, 9=783/0-8-0 Max Horz2=184(LC 7) Max Uplift2=-677(LC 8), 9_ 635(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1640/1266, 3-4= 1778/1547, 4-5=-1097/997, 5-6= 1382/1143, 6-7=-2219/1807, 7-8= 2197/1727, 8-9= 1502/1206 BOT CHORD 2-15=-1100/1508, 14-15=-555/888, 13-14= 869/1279, 12-13=-1281/1687, 11-12= 1036/1340, 9-11= 1071/1376 WEBS 3-15= 508/587, 5-14=-710/592, 5-13=-493/685, 6-13=-581/558, 8-12=-592/826, 8-11= 420/326, 6-12=-374/489, 4-15= 797/891, 4-14= 353/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. � � � 1 11 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft L=24ft eave=4ft Cat. 11; ���� //// Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ��,�` 0PS A • A�� Ri o 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 ��� �•'�,� C' E N,3 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 atjoint(s) except Qt=lb) 2=677.1 No 3938Q..�lo 9=635. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0*1 �i,,% Thomas A. Albany PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 Date: November 19,2015 ® WARNING - Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlfh MITekb connectors. fits deslgn Is based only upon parameters shown, and Is for an Individual building component, not �p a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Addlllonai temporary and permanent bracing {ViiTew 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 muss 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 Oty Ply T7675080 73051 B ROOFTRUSS 6 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 S Sep 29 2015 MI I eK Industries, Inc. I hU NOV 19 14:2 f 2U 2U1 b Vage 1 I D:DNoUTpMF9Vjal gZ75mQhMfzuooP-IwPt?hi EcgM H W RGegt? F2G29yxTnitBAPSU W OoyHc7b - -6- - - 6-0-0 7-5-12 10-6-0 13-6-4 15-0-0 21-0.0 2 o fi 6-0-0 1-5-12 3-0-4 3-0-4 1-5-12 6-0-0 0-3-0 Scale = 1:37.3 3x6 = 4x5 = 6.00 12 4x5 = 6 7 5 , 2�2 23 5x6 5'-85x6 4x5 q 4.00 12 4x5 9 3 2 10 0 0 15 14 13 12' 3x5 = 5x6 = 2x3 I 2x3 I I 5x6 = 3x5 = 6-0-0 7-5-12 13-6-4 _ 15_-0-0 21-" r 6-0-0 1-5.12 6-0-8 1.5-12 6-0-0 Plate Offsets (X,Y)-- r2:0-1-14,Edgel,r4:0-3-0,Edgel,r5:Edge,0-2-111,r6:0-3-0,Edpel,j7:Edge,0-2-111,r8:0-3-0,Edgel,r10:0-1-14,Edgel,r12:0-3-0,0-3-01,f15:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.37 13-14 >677 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(rL) -0.68 13-14 >368 180 BCLL 0.0 • Rep Stress Incr YES WB 0.54 HOrz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.09 13-14 817 360 Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=867/0-8-0, 10=841/0-8-0 Max Horz 2=184(LC 7) Max Uplift2=-617(LC 8), 10=-575(LC 8) Max Grav2=922(LC 14), 10=903(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1935/1049, 3-4=-2247/1339, 4-22— 1338/737, 5-22=1270l772, 5-6— 751/1434, 6-7= 751/1434, 7-23=-1270/772, 8-23=-1338/737, 8-9— 2248/1341, 9-10_ 1935/1051 BOT CHORD 2-15=-892/1891, 14-15=-549/1421, 13-14=-549/1421I 12-13=-549/1421, 10-12= 894/1793 WEBS 8-12=775/1063, 9-12=-1002/717, 4-15= 771 /1058, 3-15— 10001715, 4-14— 45/492, 8-13= 46/492, 5-7=-3000/1703 NOTES- ,1IIIIIIIIIII 2) Windt anced ASCEr7-10; Vultoof live a170mph (3 second gust) Vasdds have been considered for this 132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24fh eave=oft; Cat. II; ��%%.,%PS A- A��.,� Exp D;'Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 `e �0 G E N '9�} 3) 120.0Ib AC unit load placed on the top chord, 10-6-0 from left end, supported at two points, 3-0-0 apart. sv� ; '� ,9 .1,l/i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 ' 5) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will+ No 3 938 - fit between the bottom chord and any other members. 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=61 10=575. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i E j 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 0,0 N AL E%�` Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date; November 19,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MI7EK 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 property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IOdivldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 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-69 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 T7675061 73051 B1 ROOF TRUSS 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MI I ek industries, Inc. Thu Nov 19 14:L /:zi 2W 5 rage 1 ID:DNoUTpMF9VjalgZ75mQhMfzuooP-n6zFCOJW7U88bggOaXUbUbNBLmgRMOJd6E3YEyHc7a • -6- 5-0-0 6-0-0 7-5-12 10-6 0 13.6.4 15-0-0 21-0-0 2 -0 5-0-0 1.0-0 1-5-12 3-0-4 3-0-4 1-5-12 6-0-0 0-3-0 Scale = 1:37.3 3x6 = 2x3 = 6.00 12 2x3 = 7 8 6 25 26 Sx6 i 95x6 4x4 5 44 4.00 12 10 6x8 ;- q 3 N1 2 11 TTT o 17 16 75 14 13 3x4 = 182x3 11 3x6 I 3x6 = 2x3 11 3x4 = 3x5 = 4x8 = 4-8-0-0 6-0-0 7-5-12 13-6-4 15-0-0 21-0-0 4-8-0 -4- 1.0-0 1-5-12 6-0-8 1-5-12 6-0-0 Plate Offsets (X Y)-- (5:0-3-0 Edgei 17:0-3-0 Edgel f9:0-3-0 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 0.69 Vert(LL) 0.42 14 >463 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.58 14-16 >328 180 BCLL 0.0 ' Rep Stress Incr YES WEB0.41 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Attic -0.15 14-16 517 360 Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0.. oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1100/0-8-0, 11=608/0-8-0 Max Harz 18=184(LC 7) Max Upliftl 8=-1 084(LC 8), 11=-372(LC 8) Max Grav18=1157(LC 17), 11=691(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-729/501, 3-4=-536/276, 4-5= 765/457, 5-25— 771/207, 6-25=-707/240, 6-7=-31/519, 7-8=-43/614, 8-26= 623/154, 9-26— 683/120, 9-10= 1604/694, 10-11=-1286/427 BOT CHORD 2-18=-428/758, 17-18=-428/744, 16-17=0/728, 15-16=0/728, 14-15=0/728, 13-14=0/728, 11-13— 301/1177 WEBS 9-13= 900/1228, 10-13_ 863/568, 5-17=-1602/1369, 4-17=-519/378, 3-18=-768/554, 3-17=-61/517, 5-16=-357/899, 9-14=-279/369, 6-8=-1350/189 NOTES- `,,1� 2) Unbalanced Wind: ASCEroof live 7-10; Vultads have been considered for this design.170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=4ft; Cat. II; �.`��'�� \ G E N Sic'- Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.01b AC unit load placed on the top chord, 10-6-0 from left end, supported at two points, 3-0-0 apart. No 39380 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 WE fit between the bottom chord and any other members. -� 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-16 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) E 1,41 . 18=1084, 11=372. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �1,•'• •O R 190 ' G�?� 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ,,��`ISjs�O Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: November 19,2015 ® 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 MITek0 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. Addlllonal temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with posslble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 238 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply T7675082 73051 BA POLYNESIAN 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r.640 s Sep 29 20i o mu ek mousines, inc. Thu Nuv ,n 4:2712 zv,o raqu i I D: DNo UTpMF9Vjal gZ75mQhMfzuooP-FI W dPMKVBRc?IIPOyl2j7h7dL1B WAmmSsmzd5gyHc7Z -6- 6-0-0 10-6-0 15-0-0 21-0-0 2 -0 E• . 6-0-0 4-&0 4-6-0 6-0-0 0-3-0 4x4 = 6.00 12 Scale = 1:37.3 N Io 3X4 = 3x4 = 3x6 = 3x4 = 3x4 = Plate Offsets (X Y)-- (2.0-1-10 Edgel [6.0-1-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.18 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.50 8-10 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 90lb FT= 20% LUMBER-, BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=807/0-8-0, 6=781/0-8-0 Max Harz 2=184(LC 7) Max Uplift2= 677(LC 8), 6=-635(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1708/1266, 3-4=-1847/1543, 4-5= 1848/1544, 5-6— 1709/1267 BOT CHORD 2-10=-1099/1572, 9-10=-563/879, 8-9= 5631879, 6-8=-1101/1573 WEBS 4-8= 787/998, 5-8=-513/581, 4-10= 785/996, 3-10=-512/580 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft L=24ft; eave=4ft Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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. o%% A III 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 ,%%ok .. Abe 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 joints) except Qt=1b) 2=677, v`� ��,•' �\ Ci E 1V S'�.; 92/ ��� 6=635. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. = No 39380.. ,� �� N A11 E Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE MII-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 [wilding component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters aril 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 MiTek` prevent 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 muss systems, seeANSUTPI I 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 Qty, Ply T7675063 73051 C SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r.o•w s Sep za zv io rvm ert muusuics, e1o. mu lv" 1v j-..c V lU. I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-jV4?diL7vllsNv_CV?ZygvgoH8XavGlc5QjAd6yHc7Y -6 2-8-0 4-4-8 6-0-D 10-6.0 12-2-0 15-D-0 21-0-0 2 - -0 -0-1-8-8 1-7-8 4-0-0 1-8-0 2-10-0 6-0-0 0�3-0 5x8 = 6.00 12 Scale = 1:37.9 3x4 = 5x6 = 5x6 = 2x3 11 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 3.00 F12 SPACING- 2-0-0 CSL DEFL, in (loc) 1/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.26 12-13 >980 180 Rep Stress Incr YES WB 0.42 HOrz(TQ 0.07 8 n/a n/a Code FBC20141TP12007 (Matrix-M) Weight: 100lb FT= 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=808/0-8-0, 8=780/0-8-0 Max Harz 2=184(LC 7) Max Uplift2=-677(LC 8), 8=-635(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1636/1316, 3-4= 2319/1811, 4-5=-2308/1846, 5-6=-1176/965, 6-7= 1221/1034, 7-8=-1649/1293 BOT CHORD 2-14=-118011514, 13-14=-1159/1498, 12-13=-1426/1858, 11-12= 639/1039, 10-11= 1128/1512, 8-10= 1126/1518 WEBS 3-14— 423/343, 3-13=-514/764, 5-12= 904/851, 6-12=-416/653, 7-11= 582/545, 5-13= 289/470 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=4.2psf; BCDL=3.opsf; h=15ft; B=45fh L=24ft eave=4ft; Cat. 11; "� Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ��% BPS '°' Abe "i,� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 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 ��� �•' �\ G E 1�/ 5+Its,. 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=677: N O 3 93'8 Q.._%W 8=635. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. � e op • E • `�. Thomas A. Alban) PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.R. 33610 Date:. November 19,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/012015 BEFORE USE ' Design valld for use only with MlTekO connectors. This design Is based only upon parameters shown, and Is for an Individual buflding component, not a truss system. Before use, the building designer must verify the applicabtllty 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 MiTek• prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deilvery, erection and bracing of trusses and muss systems, seeANSI/TPI I Quallty 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 T7675084 73051 D SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.646 s aey ca co, o r, , — M uu„ ,e., 1„.. y= . I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-BheNg2Llg2tj?2ZP3i4BC6DzYYs1 eiHIK4Sk9ZyHc7X -6• 2-8-0 6-0-0 8-5-8 10- -o 12-2-0 15-0-0 21-0-0 21- •0 -6 211 3-4-0 2-5-8 211 1-8-0 2-10-0 6-0-0 0-3-0 4x4 = 6.00 12 Scale = 1:37.9 N Ifi a 3x4 = 5x6 = 5x6 = 2x3 11 3x4 = 3.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.30 BC 0.40 W B 0.40 (Matrix-M) DEFL. in Vert(LL) 0.21 Vert(TL) -0.27 Horz(TL) 0.09 (loc) I/defl Ud 12 >999 240 12 >945 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 98lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 2=807/0-8-0, 7=780/0-8-0 Max Horz 2=184(LC 7) Max Uplift2=-677(LC 8), 7=-636(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1713/1378, 3-4=-2719/2150, 4-5=-1725/1381, 5-6=-1220/1031, 6-7=-1639/1287 BOT CHORD 2-13— 1247/1591, 12-13=-1192/1546, 11-12=-2018/2702, 10-11=-645/1024, 9-1 0=-1 123/1603, 7-9=-112011508 WEBS 3-13=-379/364, 3-12=-774/1063, 4-12= 279/448, 4-11= 1307/1118, 5-11=-718/1007, 6-10= 573/542 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=4.2psf; BCD L=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,,�� S A. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� OA ALB i�� 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 ,� ( • •E� '9' �i fit between the bottom chord and any other members. ,� ?.• �\ C' N SF�•• �ij 40 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=677„% 7=636. No 39380. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. p % Thomas A. Alberti PE No.39380 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 Date: November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent 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, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 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 T7675085 73051 E SPECIAL 1 1 Job Reference (optional) cnamaers truss, ron fierce, rL ,.,,-,..�.,or.. ... . _,.. . I D: DNoUTPMF9Vja1 gZ75mOhMfzuooP-BheNg2Llg2tj?2ZP3i46C6DzgYsgeislK4Sk9ZyHc7X - -6 2.8-0 6-0-0 8-2-0 10-6-0 12-2-0 15-0-0 21-0-0 2 - -0 -0 2-8-0 2-4-0 1-8-o 2-10-0 6-0-0 �1 0 4x4 = 6.00 12 Scale = 1:37.9 5x6 = 5x6 = 2x3 3x4 = 3x4 = 3.00 F12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.22 12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.28 12 >910 180 BCLL 0.0 ' Rep Stress Incr YES WB '0.43 HOrz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=807/0-8-0, 7=780/0-8-0 Max Horz2=184(LC 7) Max Uplift2= 677(LC 8), 7=-635(LC 8) PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1704/1360, 3-4=-1679/1390, 4-5=-1871/1489, 5-6=-1219/1029, 6-7= 1637/1286 BOT CHORD 2-13=-1229/1583, 12-13=-1927/2548, 11-12=-2139/2874, 10-11=-645/1023, 9-10=-1121/1502, 7-9_ 1119/1506 WEBS 4-13=-1047/774, 4-12=-498/749, 4-11= 1366/1155, 5-11=-813/1132, 6-10= 572/542 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=4.2psf; BCDL=3.Opsf; h=15f1; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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. `,% �p+ Abe Imo, 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 ee �0 •. C E N q i.* fit between the bottom chord and any other members. •� `S�`••.2j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=677,� 7=635. No 39380. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. S,•�0R10•,�`�ee 0 N Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 building component, not Dot 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 MiTek prevent Is always required for stability and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding the 6904 Parke Easl Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quallty 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 city Ply T7675086 73051 F SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Fierce, FL r.— s —P ....... i en uwusums, mom. , nu j4— 1 o ,Y-,— �v,,, Faye I D:DNoUTpM F9Vja1 gZ75mQhMfzuooP-ftC120MN RM?acC8bdQbQIK18MyDfN9ovYkCHh?yHc7W - -6- 6-0-0 8-10-0 10-6-0 12-2.0 15-0.0 21.0-0 21- -0 -6 2-8-0 3-No 2-10-0 1-8-0 1-8-0 2-10-0 6-0-0 0-3-0 4x4 = 6.00 12 Scale = 1:37.9 0 �n o Im o 6 3x4 = 5x6 = 5x6 = 2x3 11 3x4 = 3.00 F12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.20 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.25 11-12 >998 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 98 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=807/0-8-0, 7=780/0-8-0 Max Horz2=184(LC 7) Max Uplift2= 677(LC 8), 7=-636(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1701/1371, 3-4= 2656/2094, 4-5=-1572/1267, 5-6=-1220/1031, 6-7=-1641/1289 BOT CHORD 2-13=-1240/1580,12-13=-1185/1533,11-12=-1875/2499,10-11=-644/1024, 9-10= 1124/1505, 7-9=-1122/1510 WEBS 3-13=-385/363, 3-12= 727/1017, 4-12=-251/410, 4-11 =-1 222/1063, 5-11=-623/885, 6-10=-575/543 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; 11%J 1 � 1 � 1111, Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 art S A. I,�, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,% �P Abe Imo, 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 ,1 �� •. •'�'� E N ' •.• .9 , fit between the bottom chord and any other members. -% ; • �,� SF••. �j �- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=677,q 7=636. � • No 39380.._� e 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • E •'4\ %. Thomas A. Albani PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-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 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 miss systems, seeANSI/TPI I Qualify 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 Qty Ply T7675087 73051 G SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL i.640uSup "'015iviiiG^mu" i,„',h— u rV rga I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-74m8FkN?Cg7REMinB76flXIJXMZg6cR2nOxq ERyHc f v -6 2-8-0 4-0-0 6-0-0 10-6-0 12-2-0 15-0-0 21-0-0 2 - -0 $ F-:0 1.4.0 2-0-0 4-6-0 1-8-0 2-10-0 6-0-0 0-3-0 , 5x8 = 6.o0 12 Scale = 1:37.9 N �O 3x4 Sx6 5x12 = 5x6 = 2x3 II 3x4 = = = 3.00 12 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TO 0.27 BC 0.38 WB 0.43 (Matrix-M) DEFL. in (loc) I/defl Lid Vert(LL) 0.15 12-13 >999 240 Vert(TL) -0.30 12-13 >851 180 Horz(TL) 0.06 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 101 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=808/0-8-0, 8=780/0-8-0 Max Horz 2=184(LC 7) Max Uplift2= 677(LC 8), 8=-635(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 ((b) or less except when shown. TOP CHORD 2-3= 1622/1304, 3-4=-2218/1725, 4-5=-2218/1769, 5-6=-11161921, 6-7= 1222/1035, 7-8=-1650/1294 BOT CHORD 2-14= 1167/1498, 13-14= 1146/1483, 12-13=-1351/1750, 11-12=-636/1048, 10-11=-1129/1514,8-10=-1127/1519 WEBS 3-14=-442/336, 3-13=-465/714, 5-12_ 845/811, 6-12=-390/644, 7-11=-582/546, 5-13=-274/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. i I I I I If 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=15fh B=45ft; L=24ft; eave=4ft Cat. II; ,%f,��� �PS A. t,�I�� Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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. C 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 �`i�•' � C' N S16` 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=677.* No 39380 8=635. o 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % fills Thomas A. Albani PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTek® connectors. This design I based only upon parameters shown, and Is for an Individual building component, not a truss system.building design. Bracing Indicated fore use, the ilng Is to prevent designer ent buckling of Indivthe idual truss web and/orr chord memben parameters and properly only. Additional temporaryrate this gandio the permanent overall bracing M 6Te 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, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Slvd. 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 T7675088 73051 GRA POLYNESIAN 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r.ovv s Sep za zvrc mi i ek inausrnes, in, Thu Nov rn i4.2 .cr co i 5 aye i I D: DNoUTpMF9Vjal gZ75mQhMfzuooP-bGKWT40dzzFlsW I_krdugkrRhmsor4fBO2hOmuyHc7U - -6- 6-0-0 8.6-0 10-6.0 12-6-0 15-0-0 21-0.0 2 - -0 -6- 6-0-0 2f-0 2-0-0 2-0-0 2-6-0 6.0-0 0-3-0 (al Tnn chnrd must ha hraced by and iacks. 1:38.6 4x5 = 2x3 11 4x8 = 3x8 = 2x3 11 4x5 = Plate Offsets (X Y)-- (3:0-4-4 0-2-81 (10:0-4-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(fL) -0.29 13-14 >877 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 114lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except` TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins. 3-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. BOT CHORD 2x4 SP M 30 JOINTS 1 Brace at Jt(s): 7, 9, 5 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1362/0-8-0, 11=1362/0-8-0 Max Harz 2=181(CC 7) Max Uplift2=-1121(LC 8), 11= 1099(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-23=-3203/2509; 3-23— 3067/2481, 3-24=-150211162, 4-24=-1456/1150, 4-6= 1455/1222, 6-8= 1455/1222, 8-10=-1518/1171, 10-25=-3141/2541, 11-25=-3277/2569, 3-26=-1508/1269,5-26=-1513/1273,5-7= 1514/1276,7-9= 1514/1276,9-10=-1513/1273 BOT CHORD 2-16=-2261/3076, 15-16= 2273/3060, 14-15= 2273/3060, 13-14— 2330/3027, 11-13=-2318/3043 WEBS 7-14= 226/354, 10-14=-362/272, 3-14=-284/207, 6-7=-790/958 `�►rre nrrr NOTES- ``,�� S A. 1) Unbalanced roof live loads have been considered for this design. ,� �P 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; �� • • • • • • e.Q �i� Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 0` �•• �,\ C' E NSF 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. NO 39380.. 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 WE 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=1127. 11=1099. E r ••�: 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 91 lb up at 6-0-0,and 127 lb down and 91 l 11) In he LOAD CASE(S) sect opn, loads applied to the face of the truss The laleion ectnotedfsuch as front (F) or on back e(s) is the responsibility of others. at 15-0-0 on top back (Bj LOAD CASE(S) Standard ThomasA. Albanl PE No.39380 MITek USA, Ind. FL Gert 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 904 Parke East Blvd. Tampa FL.33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 MOW 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 Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city, Ply T7676088 73051 GRA POLYNESIAN 1 1 Job Reference (optional) chambers I russ, Fon r'lerbe, FL r.ovv s aep ca cv i o mi i ert muusuros, m, w .. Y.ci.4v, a r.g— I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-bGKWT40dzzFlsW I_krdugkrRhmsor4fB02hOmuyHc7U LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-24=-54, 6-24= 114(F=-60), 6-10= 114(F=-60), 10-11=-54, 11-12=-14, 17-20=-20, 10-26=-60(F) Concentrated Loads (Ib) Vert: 23= 114(F) 25=-114(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 building component, not �° a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Phis 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 misses and truss systems, seeANSI/TPI l 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 T7675089 73051 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 'P <a ""' ""' a" "r."L; ' ' ` ' `'" I D:DNoUTpMF9Vjal gZ75mQhMfzuooP-YfRGtmPuVbV?5gSMsGgMv9wmPZVaJtU UTMAVgmyHc7S • -6-0 6-0-0 8-6-0 10-6-0 11-4-0 12-6-0 14-0-0 15-0-0 16-2-0 18-10-0 21-0-0 2 - -0 -6 6-0-0 2-fi-0 2-0-o 0-10-0 1-2-0 1�-0 1-0-0 1-2-0 2-8-0 2-2-0 0-3-0 Scale = 1:39.3 (+) Top chord must be braced by end jacks, 4x4 = roof diaphragm, or properly connected purlins as shown. 6.o0 12 6 3 2x3 II 29 9 3 11 12x14 MT18HS 5x8 MT18HS % 4 3x4 11 4.00 12 3 8 11 3x4 288 7 12 3x4 11 3x4 1 3x4 11 ,n t 2 88 19 18 17 O 21 31 32 20 7x8 = 6xl0 MT18HS = 6x8 = 3x5 = 2x3 11 5x8 MT18HS = 3.00 12 Plate Offsets (X Y)-- (2:0-1-14 0-0-01 f3:0-3-12 0-2-8) 111:0-11-12 0-3-41 116:0-b-U U-8-UI 12U:U-5-4 U-2-T21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.34 19 >732 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.41 19 >618 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) 0.15 14 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except` TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins. 3-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-4 or, bracing. BOT CHORD 2x4 SP M 30 JOINTS 1 Brace at Jt(s): 8, 5 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1207/0-8-0, 14=1180/0-8-0 Max Horz 2=181(LC 7) Max Uplift2=-1089(LC 8), 14= 1011(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-28=-2762/2397, 3-28=-2651/2373, 3-4=-793/699, 4-29— 800/789, 6-29=-728/754, 6-30= 713/739, 9-30=-779/772, 9-11= 790/697, 11-12=-3912/3392, 12-13=-4424/3765, 13-14=-2479/2130, 3-5= 1719/1533, 5-7= 1720/1536, 7-8=-1720/1536, 8-10=-1732/1541, 10-11= 1731 /1539 BOT CHORD 2-21=-2153/2556, 21-31=-2118/2474, 31-32=-2118/2474, 20-32=-2118/2474, 20-33=-3081/3757, 19-33= 3081/3768, 18-19=-2743/3330, 17-18= 3425/4106, 16-17= 1810/2161, 14-16=;1938/2289 �111I11►11 WEBS 3-21=-142/428, 3-20= 202/405, 11-20= 1504/1264, 11-19= 733/947, 11-18=-841/962, `0`r,� A. it., 12-18= 683/604, 12-17=-346/465, 13-17=-1715/2075, 13-16= 617/576, 6-7=-418/457 ♦♦�,�\NNS; ...... ;44 ��j� '9 �s NOTES- ♦♦♦,'�'•�,�G E N`S�`�•.?/ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 1L NO 39380.. Exp D; 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) All plates are MT20 plates unless otherwise indicated. -p ; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S E • 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 100lb uplift at joint(s) except Qt=lb) 2=1089, i�s�S.• �.0 R 1 0.••`��?� 14=1011. of S 9) Graphical u I nhbepre s including representation doesnot depict sizer end he oity rientation entationl was eof thd in e eurlin lal n tysis he top and/orb tom chord. ,esign of this truss.'�, �Oi L 1 l�,♦�♦ P P P P P 9 P 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 199 lb up at 6-0-0, Thomas A. Alban) PE No.39380 105 lb down and 193 lb up at 6-5-2, and 105 lb down and 193 lb up at 9-1-13, and 101 lb down and 187 lb up at 11-1-13 on top chord, MITek USA, Inc. FL Cert 6634 and 183 lb down and 200 lb up at 6-0-0, 48 lb down and 23 lb up at 7-1-13, 48 lb down and 23 lb up at 9-1-13, 47 lb down and 6 lb up 6904 Parke. East Blvd. Tampa FL 33610 at 11-4-0, and 39 lb down and 28 lb up at 13-1-13, and 255 lb down and 280 Ib up at 14-11-4 on bottom chord. The design/selection Date: of such connection device(s) is the responsibility of others. November 19,2015 11) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 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 Qry Ply T7675089 73051 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL oP ca � i a .. wo, w, ,, ... ..y.. � I D:DNoUTpM F9Vjal gZ75mGhMfzuooP-YfRGtmPuVbV?5gSMsGgMv9wmPZVaJtU UTMAVgmyHc7S LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-11=-54, 11-14=-54, 14-15=-14, 20-22=-20, 19-20=-20, 17-19=-20, 16-17=-20, 16-25=-20 Concentrated Loads (lb) Vert: 20=-31(F) 21=-183(F) 3= 65(F) 18=-255(F) 26= 37(F) 29= 65(F) 30=-61(F) 31>34(F) 32=-34(F) 33= 34(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675090 73051 J1 JACK 5 1 Job Reference (optional) Chambers Truss, Fon Pierce, FL 1.64d s Sep 2a zui 5 Mu ek industries, me. Thu Nov is 14:L t:zv zui o rage i I D:DNoUTpM F9Vja1 gZ75mQhMfzuooP-YfRGtmPuVbV?5gSMsGgMv9wuFZfIJ3gUTMAVqmyHc7S 0-6-0 1-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=16/Mechanical, 2=73/0-8-0, 4=13/Mechanical Max Horz2=44(LC 8) ' Max Uplift3=-13(LC 8), 2=-92(LC 8), 4= 9(LC 8) Max Grav3=16(LC 1), 2=73(LC 1), 4=13(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.2 DEFL. in (loc) I/clef] Lid PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(TL) -0.00 5 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 4lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requied 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will. fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide on ng 100 lb 6) "Semi -rigid mechanical igid p tchbeaks including ngbheels" Member end fixity model was used iny others) of truss to bearing plate capable fthe analyslis and design uplift this truss3 2 4 �� •� DENS• s No 39380— E a r(I e• IWOO Thomas A. Mani PE No.39380 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL.33610 Date; November 19,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 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 Dal a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate thls deslgn 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 wilh possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and muss 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 T7675091 73051 J1A JACK 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 1.64u s sep za zuib Mr i eK maustnes, mc. i nu Nov is 14:zcau zuib Pager I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-Or?e55QW GudsjzOZQzBbSNT3xz?W 2W 4eiov2NCyHc7R -0-3-0 1-0-0 0-3-0 1-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=18/Mechanical, 2=42/0-8-0, 4=16/Mechanical Max Horz 2=24(LC 8) Max Uplift3=-18(LC 8), 2= 21(LC 8), 4=-16(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.2 PLATES GRIP MT20 244/190 Weight: 4 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24fh eave=4ft Cat. II; Exp D; 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.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 Ib uplift at joints) 3, 2, 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `,,,��� PS A, � % �. q�e ��i G No 39380..-; • • ; ,(1/ s r E cv s,ON ALtE +`% �11 11 Thomas A. Albanl PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: November 19,2015_ ® WARNING -Verify 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 iVliTeW 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, 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, Atexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675092 73051 J3 JACK 5 1 Job Reference (optional) 3 O15 P 1 Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. T hu Nov 19 14.27. 1 2 age I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-U 1 Zi I RR81 CljK7blzhiq?a?DkNKTnzKnxffbvfyHc7Q 0-6-0 3-0-0 3x4 = Scale = 1:9.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 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. REACTIONS. (lb/size) 3=58/Mechanical, 2=151/0-8-0, 4=32/Mechanical Max Horz 2=90(LC 8) Max Uplift3=-72(LC 8), 2=-144(LC 8), 4=-10(LC 8) Max Grav3=58(LC 1), 2=151(LC 1), 4=43(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=4.2psf; BCDL=3.Opsf; h=15ft; B=45fh,L=24ft eave=oft; Cat. II; Exp D; 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.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. ,`�� 1111 /1111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) ,,l�`,APS A. q C �1��, 2=144. , 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. •E -Q `tee ,`�••��G NS�•••.1,� No 39380.. ' .�. E jjj rFrj1111111�+``, Thomas A. Alban) PE No.39380 t MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 Date: November 19,2015 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.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 �9 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 l Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply ` T7675093 73051 J3A JACK 1 1 Job Reference (optional) Chambers I russ, Forl Fierce, FL I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-yD7P W nSmoW tayHAxXOD3XoYORngaW QaxgJ09 R5yHc7P 3-0-0 0-3-' 3-0-0 Scale = 1:9.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014fFP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=59/Mechanical, 2=124/0-8-0, 4=32/Mechanical Max Horz2=70(LC 8) Max Uplift3=-73(LC 8), 2=-82(LC 8), 4=-11(LC 8) Max Grav3=59(LC 1), 2=124(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.01 4-7 >999 240 MT20 244/190 Vert(TL) -0.01 4-7 >999 180 Horz(TL) 0.00 2 _ n/a n/a Weight: 10 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. 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; 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.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. ��y e capable % 6j Semi -rigid p tchb elaks incluon ding ngby others) of truss to bearing heels" Member end fixity modeltwas used infwithstanding 100 lb the analysis and design uplift of this truss3 2 4 O�PS A. qC�,,j, •'�GENse. No 39.380. _ S _ E ++°% Thomas A. Alban) PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 ParkeTast Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev. 1010312015 BEFORE USE ' Design valid for use only with Mffek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, no1 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building design. prevent of 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 miss systems, seeANSI/TPI1 Quality Criteria, DSB-69 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 Qty Ply T7675094 73051 J5 JACK 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:33 2015 Page 1 ID:DNoUTpMF9Vja1 gZ75mQhMfzuooP-QQhnj7SOYp? RaRl755k14?5VQAz7Ftp4Oz8izXyHc7O -0-6-0 5-0-0 0 6-0 5-0.0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.03 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=98/Mechanical, 2=244/0-8-0, 4=47/Mechanical Max Horz2=139(LC 8) Max Upl1ft3=-127(LC 8), 2=-211(LC 8), 4=-6(LC 8) Max Grav3=98(LC 1), 2=244(LC 1), 4=73(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. 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=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; 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. 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) 4 except Qt=lb) 3=127 ,,OPS A. 44 2=21 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. e�� �� . • Ci E N •% SF•••�i �i No 39380. ' � Yf • S E •..... Thomas A. Albanl PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R- 33610 Date; November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 parametersand property Incorporate thk design Into the overall Indicated Is to buckling Individual truss and/or chord members only. Additional temporary and permanent bracing MiTek" building design. Bracing prevent of web 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/TPI1 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 Qty Ply T7675095 73051 J5A JACK 1 1 Job Reference (optional) ohamoerS rrusS, FOn YI8r09, M .. v.N��..�....,.,. ID:DNoUTpMF9VjalgZ75mQhMfzuooP-ucF9xTTOJ77IBbKKfpFxc,6c 8aJM_K3D_ddtFW.....,�., .Hc7N -0-3-0 5-0-0 0-3-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=99/Mechanical, 2=218/0-8-0, 4=47/Mechanical Max Harz 2=119(LC 8) Max Uplift3= 127(LC 8), 2=-151(LC 8), 4=-6(LC 8) Max Grav3=99(LC 1), 2=218(LC 1), 4=73(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.9 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.03 4-7 >999 240 MT20 244/190 Vert(TL) -0.04 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. 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; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft eave=4ft; Cat. 11; Exp D; 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.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. ,�yf O , 5) Provide , mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=127 `,,O�PS A. q�e,,',, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��� •E '9 No 39380. �• A E :�L SO ii 0 • �`���• "Urnsl110 Thomas A. Albans PE No:39380 Mfrek USA, Inc. FL Cert 66M 6904 Parke. East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 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 MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and taus 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 T7675096 73051 J6 JACK 7 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MI I ek industries, Inc. Thu Nov Ie Iv:cr ao 201 o rage I I D: DNoUTpM F9Vja1 gZ75mQhMfzuooP-MopXBpUf4RFgplvW CW nm9QAo6_dTjnJNsHdp2QyHc7M 0-6-0 ' 6-0-0 Scale = 1:14.8 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 4-7 >825 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 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. REACTIONS. (lb/size) 3=119/Mechanical, 2=290/0-8-0, 4=54/Mechanical Max Horz2=164(LC 8) Max Upljft3— 154(LC 8), 2=-245(LC 8). 4=-3(LC 8) Max Grav3=119(LC 1), 2=290(LC 1), 4=88(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=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=oft; Cat. II; Exp D; 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.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) 4 except Qt=lb) 3=154 0 0 ��� 5 A. II., , 2=245. `! MP A4 I� 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �� Ci No 39380... 40 & 0NALE rrnrn Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, 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 Trust Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T7675097 73051 J66 JACK 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r.avv s Sep 2e zo i o i — mu . . - - v= I D: DNoUTpMF9Vjal gZ75mQhMfzuooP-MopXBpUf4RF9plvW CW nmgQAIV_dbjnJ Ns Hdp2QyHc7M 2-1-9 1 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.08 4-7 >861 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS, (lb/size) 3=115/Mechanical, 2=385/0-8-0, 4=51/Mechanical Max Horz 2=225(LC 8) Max Uplift3=-148(LC 8), 2=-428(LC 8) Max Grav3=115(LC 1), 2=385(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 22 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. 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=4.2psf; BCDL=3.Opsf; h=15ft B=45ft L=24ft; eave=4ft Cat. II; Exp D; Encl., GCpl=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.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) 2 4 Provide `, mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=148, N%%%n PS A. q� .#.. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ,���0`V.` • G E N e.Q �i� i No 39380. — e 0'��S�,�O I AL E�� 11or1 n 1111t Thomas A. Albanl PE No:39380 Mfiek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - 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, no1 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 MiTek• prevent 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. fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 IJ. Lee Street Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T7675098 73051 J6c SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fon tierce. Fr_ ,...+., �.,oY ���..,.. ...-.._. ._..._..____._ ID:DNoUTpMF9VjalgZ75mQhMfzuooP-q?NwM9VHrkNORuUimEl?iejOsO M' SEsW4xMMasyHc7L -2-6-0 2-2-0 4-0-9 6-0.0 2-6.0 2-2-0 1-10-9 1-11-7 Scale = 1:17.1 0 6 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL), 0.04 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014lFP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=1 11 /Mechanical, 2=406/0-8-0, 5=54/Mechanical Max Horz 2=239(LC 8) Max Uplift4=-132(LC 8), 2=-470(LC 8), 5=-8(LC 8) Max Grav4=111(LC 1), 2=406(LC 1), 5=79(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft L=24ft; eave=4ft; Cat. II; Exp D; 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.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. ,w* S A. �I�♦ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (jt=lb) 4=132 ``v. Np q4 I♦♦ 2=470..r0`G E N 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `�v �. ; •�,� S�C`�••�j i NO 39380. e 0 R , O • �O N A` %% Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK 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 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, erectlon 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 Qty Ply T7675099 73051 J6D SPECIAL 1 1 Job Reference (optional) unamoersrruss, ronrierce,rL .....,,,..,..,._.,__....... .. _ _ .. ..._.._.._ ..._..____._ I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-q?NWM9VHrkNORUUimEl7iejOsO_GSEs W4xMMasyHc7L -2-6-0 2-2-0 4-10-0 6-0-0 2-6-0 2-2-0 2-8-0 1-2-0 Scale = 1:17.1 Plate Offsets (X Y)-- (2:0-0-14 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.07 6-7 >999 180 BCLL , 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 5 n1a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=111/Mechanical, 2=406/0-8-0, 5=54/Mechanical Max Harz 2=239(LC 8) Max Uplift4=-132(LC 8), 2=-471(LC 8), 5=-8(LC 8) Max Grav4=111(LC 1), 2=406(LC 1), 5=79(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 or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; 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.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) 5) Provide mechanicalr connection (by others) uss to truss lof truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5 except Ot=lb) 4=132 ,��O ,NS A. A(e o, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 40 • N.o 39380...�;� 11111111111110 Thomas A. Albanl PE No.39380 MfTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® 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 MlTekm 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 Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing prevent of Is always required for stabllity and to prevent collapse wlth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss 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, Sulte 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675100 73051 J11 JACK 1 1 Job Reference (optional) P 1 Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14.2 v— 20I age ID:DNoUTpMF9Vja1 gZ75mQhMfzuooP-Or?e55QWGudsjzOZQzBbSNT?Vz?52W4eiOv2NCyHc7R -1 -3-9 1-0-0 1-3-9 1-0-0 3x4 = Scale = 1:6.2 1-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014(TP12007 (Matrix-M) Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 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. REACTIONS. (lb/size) 3=2/Mechanical, 2=149/0-8-0, 4= 6/Mechanical Max Horz 2=74(LC 8) Max Uplift3=-2(LC 5), 2=-241(LC 8), 4= 6(LC 1) Max Grav3=15(LC 8), 2=149(LC 1), 4=30(LC 8) 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=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; 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.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) 2 Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jointO� s) 3, 4 except Qt=1b) `1.`,,PS A. q`e,I',s 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.'E '9 1`,• '�G N$'• N.o 39380..�_� OR s�0 N A` %%% Thomas A. Albanl PE No.39380 MIT& USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: i , November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiT00 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 fabrlcalion, 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 russ Truss Type Utyli-ly T7675101 73051 �J31 SPECIAL 1 I 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL Hun: 7.62u s Apr au 2015 Print: 7.640 s Oct / 2015 Mi I ek industries, Inc. 1uu i40V 19 4:22:23 40,5 rage I D:DNoUTpM F9Vja1 gZ75mQhMfzuooP-741HuFsjgxUmz_H?jSzCOSeirW X10d2Gh5nXg9yHc5g -2-6-0 3-0-0 2.6.0 3.0-0 Scale=1:11.0 2-2-0 3-0-0 2-2-0 0-10-o Plate Offsets (X Y)-- [2.0-0-14 0-0-0] [5:0-3-0 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 , 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.3 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. REACTIONS. (lb/size) 3=48/Mechanical, 2=294/0-8-0 (min. 0-1-8), 4=7/Nlechanical Max Horz 2=165(LC 8) Max Uplift 3=-38(LC 5), 2— 41 O(LC 8) Max Grav 3=52(LC 13), 2=294(LC 1), 4=14(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4fh Cat. II; Exp D; 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.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 38 lb uplift at joint 3 and 410 lb uplift at �A. ;14 joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦,s0 ONS ♦ Q e I� G E N S' •'- �� •� LOADCASE(S) Standard NO 39380... E • ♦ sIQ N 1111110 Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 Date: November 19,2015 ® 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 NliTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89and 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 TJ T7675102 73051 J32 SPECIAL 1 ob Reference (optional) cnamoers Iruss, ron VISM8, r-L ..._..----.- . . I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-yD7P W nSmoW tayHAxXOD3XoYNOnfD WQax9J09R5yHc7P 0-3-0 ' 3-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=72/Mechanical, 2=136/0-8-0, 4=7/Mechanical Max Harz 2=70(LC 8) Max Uplift3= 80(LC 8), 2=-88(LC 8) Max Grav3=72(LC 1), 2=136(LC 1), 4=14(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.6 r- DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0'.02 5 >999 240 MT20 244/190 Vert(TL) -0.03 5 >999 180 Horz(TL) -0.01 4 n/a n/a Weight: 10lb 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. 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft eave=4ft; Cat. II; Exp D; 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 fora 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. 1 ! 1 4) Refer to girder(s) for truss to truss connections. ����,,� S A. ,,,�S�j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. ,,� oON A4e �j,, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •' E NSF• No 39380. ���trtInIttI0, Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date:. November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlth 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 MOW 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 l Quallty Crlterla, DSB-89 and BCSI Building Component East 6904 ParkeEast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandrla. VA 22314. - Tampa, P ,33610 Job Truss Truss Type Qty Ply T7675103 73051 J51 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Fierce, FL v � ^ • �^ �••�• I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-QQhnj7SOYp7RaR1755k14?5VcA?iFtM46z8izXyHc7O -2-6-0 2-2-0 5-0-0 2-6-0 2-2-0 2-10-0 Scale = 1:15.2 2-2-0 4-10-0 2-2-0 2-8-0 d-2-l1 Plate Offsets (X Y)-- f2.0-0-14 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No•3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=100/Mechanical, 2=369/0-8-0, 6=30/Mechanical Max Horz 2=214(LC 8) Max Uplift4= 11 O(LC 8), 2=-450(LC 8) Max Grav4=100(LC 1), 2=369(LC 1), 6=60(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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp D; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. I11111' 4) Refer to girder(s) for truss to truss connections. '%,,,`, A,/��I,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=110, ``� OMP e �j,' 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,♦�,��,••\C' N S�'. No 3938 _ r r ' E i *11111111101 Thomas A. Albanl PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 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 fabrlcatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Easr Blvd. - Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 r Job Truss Truss Type City Ply T7675104 73051 J52 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep za 2015 mi i ek muuAF na,Inc. - age I D:DNoUTpMF9Vj a1 gZ75mQhMfzuooP-ucF9xTTOJ771BbKKfpFXcDdfPaJ 1 _KcDddtt-W-IHc7N •0.3.0 2-2-0 6.0.0 0-3-0 2-2-0 2-10-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 7 >901 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.07 7 >873 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.03 Horz(TL) -0.02 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 4=108/Mechanical, 2=228/0-8-0, 6=30/Mechanical Max Horz2=119(LC 8) Max Uplift4=-130(LC 8), 2= 162(LC 8) Max Grav4=108(LC 1), 2=228(LC 1), 6=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.9 0 0 n e9 0 0 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft eave=oft Cat. II; Exp D; 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 designedlor 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. ,�y 1111►�� 5) 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=130, O PS A. q4,,, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .� . ' in,E N S . '9 No 39380..- o !`� S E L O N A` Thomas A. Albani-PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® 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. Addlflonal 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 fabricallon, storage, delivery, erection and bracing of trusses and taus 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, Mexandtla. VA 22314. Tampa, FL 33610 Job Truss Truss Type aty ply T7675105 73051 KJ8 MONO TRUSS 2 1 Job Reference (optional) G Denn 1 chambersrruss, ronrierce,rL ,..,,,,,.....r____...............___...__,..._...._.._..-..._____-_ I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-JBwIZWvc2Vt223vKxpEErFDUoM PBfMgJb6w71yHc7K -0-8.8 4-7-8 8-5-1 0-8-8 4-7-8 3-9-9 Scale = 1:17.4 3x4 = 4-7-8 3-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 33lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4=114/Mechanical, 2=225/0-11-5, 5=212/Mechanical Max Horz 2=163(LC 8) Max Uplift4=-168(LC 6), 2=-221(LC 8), 5= 171(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-509/521, 3-11=-536/513 BOT CHORD 2-13=-500/505, 7-13=-500/505, 7-14=-500/505, 6-14=-500/505 WEBS 3-6=-532/527 NOTES- 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15fh B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; 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.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. �% Ps A. q� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=168, ♦♦ o`V•.`•' • • • • • •' • e.Q �i� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 61 lb up at 1-6-1Z N.O 3 9380.. 102 lb down and 61 lb up at 1-6-1, 121 lb down and 94 lb up at 4-4-0, 121 (b down and 94 lb up at 4-4-0, and 140 lb down and 150 lit up at 7-1-15, and 140 lb down and 150lb up at 7-1-15 on top chord, and 1 lb down and 44 lb up at 1-6-1, 1 lb down and 44 lb up at 1-6-1, 17lb down and 38 lb up at 4-4-0, 17lb down and 38 lb up at 4-4-0, and 32 lb down and 34lb up at 7-1-15, and 32 lb down an$ = 34 Ib up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. d. 01 E • •% e 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). may- •(V LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 ♦ ►S R o•�G�♦'♦ Concentrated Loads (lb) Thomas A. Alberti PE No.39380 Vert: 3=37(F=18, B=18) 7— 7(F=-3, B— 3) 11=121(F=61, B=61) 12_ 44(F=-22, B=-22) 13=31(F=16, B=16) 14=-37(F=-18, B=-18) Mrfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ,& 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 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 Qty Ply T7675106 73051 KJ8A MONO TRUSS 1 1 Job Reference (optional) Uhambers Iruss, Fon Mice,M ..w,.,.. po• ,,—,.— . . -- ...b... I D:DNoUTpMF9Vja1 gZ75mOhMfzuooP-nN UgmgW XNMdkgCe5ufKTn3oN EBiew6bpYFrTflyHc7J 4-7-8 8-5-1 0 4-4 4-7-8 3 9 g Scale = 1:16.7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014lTP12007 (Matrix-M) Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=114/Mechanical, 2=205/0-11-5, 5=213/Mechanical Max Horz 2=154(LC 8) Max Uplift4=-168(LC 6), 2= 183(LC 8), 5=-171(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11= 512/521, 3-11=-539/513 BOT CHORD 2-13= 504/508, 7-13=-504/508, 7-14— 504/508, 6-14=-504/508 WEBS 3-6=-535/531 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; 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 ,''� (it between the Refer to girder(s)foorntruss tdo truss connectionsand any other . `,,,�`� N A 4) 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=168, ,%% �,• •E e.9 �i� 2=183, 5=171. ,�. ,r\`T••��G N$�•,•�/ �i 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 61 lb up at 1-6-1, No 39 79 lb down and 61 lb up at 1-6-1, 20 lb down and 94 lb up at 4-4-0, 20 lb down and 94 lb up at 4-4-0, and 22 lb down and 150 lb up a 7-1-15, and 22 lb down and 150 lb up at 7-1-15 on top chord, and 44lb up at 1-6-1, 44 lb up at 1-6-1, 3 lb down and 38 lb up at 4-42, 3 lb down and 38 lb up at 4-4-0, and 18 lb down and 34 lb up at 7-1-15, and 18 lb down and 34 lb up at 7-1-15 on bottom chord. Thr�. -d design/selection of such connection device(s) is the responsibility of others. ► I 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). o E LOAD CASE(S) Standard ;0 R 0• • G��� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ��j s�j "� • �� `�� Uniform Loads (plf) 1 ON Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Thomas A. Albani PE No,39380 Vert: 3=37(F=18, B=18) 7=-7(F=-3, B=-3) 11=121(F=61, B=61) 12=-44(F— 22, B=-22) 13=31(F=16, B=16) 14=-37(F= 18, B— 18) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03I2015 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 fabilcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Plexandria, VA 22314. Tampa, FL 33610 a 11 73051 1KJB I SPECIAL T7675107 • - 2-11.4 6-8.8 Ill 4_ -4-4 2-11-4 3-9-4 5x8 MT18HS I I 3x4 = Scale = 1:17.3 1 2-11-4 Plate Offsets (X,Y)-- [4:0-3-1,Edge]f5:Edge 0-2-121 (7:0-3-0 0-0-81 3-9.4 LOADING(psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.08 6-7 >999 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 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 Installationuide. REACTIONS. (lb/size) 5=240/Mechanical, 2=178/0-11-5 Max Horz2=154(LC 8) Max Uplift5=-225(LC 8), 2=-171(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11= 278/172, 3-4= 282/226 BOT CHORD 2-12=-269/257, 7-12=-269/257, 7-13=-280/263, 6-13=-281/266, 6-14=-269/257, 5-14=-269/257 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45fh L=24fh eave=4ft Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. ��►� 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. %�N.O. NS A. q� �� 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 �� 0 e 41 fit between the bottom chord and any other members. ��,``r •'•\Ci E N S' ••• q�; lo 5) Refer to girder(s) for truss to truss connections. �� �' to 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=lb) 5=225- NO 39380. 2=171. = 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 61 lb up at 1-6-1,e and 90 lb down and 74 lb up at 1-6-1 on top chord, and 44 lb up at 1-6-1, 49lb up at 1-6-1, 43lb up at 4-4-0, 43lb up at 4-4-0, and% • � lb down and 19 lb up at 7-1-15, and 4 lb down and 19 lb up at 7-1-15 on bottom chord. The design/selection of such connection E� device(s) is the responsibility of others. , 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i� �n• �- Q R 1LOAD Q•.• ���`�' �� l) •��••••..•• CASE(S) Standard 1) Dead + Roof ) Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 � N fill,As� �•��,, Uniform Loads (pif) Thomas A. Alban[ PE No.39380 Concentrated Loads (Ib) Vert: 1 ad , 7-8=-20, 6-7=-20, 5-6=-20 MiTek USA, Inc. FL Geri 6634 s Vert: 11=135(F=61, B=74) 12=42(F=16, B=26) 13=43(F=21, B=21) 14=-4(F=-2, B=-2) 6904 Parke East Blvd. Tampa FL 33610Date:. November 19,2016 ® WARNING - VerUy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK 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 building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 Qty Ply T7675109 73051 VA GABLE 1 1 Job Reference (optional) Ghambers I runs, I -on Fierce, FL r.ogU s a P z zc r o run ert mausrnas, inc. r nu rwv - r—' — cu ro ayn , I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-jmcQB W YnvzuR W W nU?4MxsUtjv?PI0286?ZKajdyHc7H -0-11.0 2.4-0 _4-8-0 - 5-7-0 0-11-0 2-4-0 2-4-0 3x8 11 2x3 11 4x4 = 3x8 11 Scale = 1:13.0 .. ---- - 4-8-0 Plate Offsets (X Y)-- f6:0-4-8 0-1-8j 18:0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 5 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 20lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=146/4-8-0, 6=146/4-8-0, 7=151/4-8-0 Max Horz 8=-36(LC 6) Max Uplifl8=-206(LC 8), 6=-206(LC 8), 7=-77(LC 8) Max Grav8=149(LC 17), 6=149(LC 18), 7=151(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2fh Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry `11111111111 Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. A0 S A. ��tr�, 4) Gable requires continuous bottom chord bearing. ``% 'o . �j� 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). % 0 -9 ♦� 6 Gable studs s aced at2-0-0oc. ��,�`Z`••••�GE•NS'• P � V Fes••• / i 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 No 39380. fit between the bottom chord and any other members. 7i 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 8=213 6=206. . -� ; •� 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E A` Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 19,2015 Q WARNING- Verily design, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 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 �9 a truss system. Before use, the building designer must verify the applicability 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 MiTek" Is always required for stability and to prevent collapse wlih 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 East Blvd. 6904 ParkeEast Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.33610 Tampa, Job Truss Truss Type Qty Ply T7675110 73051 VB GABLE 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL " Y "^ """. " "' - "' I D:DNoUTpM F9Vjal gZ75mQhMfzuooP-jmcQB WYnvzuRwW nU?4MxsUtkq?PRO286?ZKajdyHc7H -0-11-0 2-4-0 4-8-0 5-7-0 0-11-0 2-4-0 '" 2-4-0 0-11-0 3x4 = 3x6 11 2x3 11 4x4 = 3x6 11 3x4 = Scale = 1:13.0 6 - 4-8-0 Plate Offsets (X Y)-- f2:0-0-0 0-1-4j (2:0-1-8 0-7-11 [4: Edge, 0-1-41 (4:0-1-8 0-7-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing WEDGE be Installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3, Right: 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=146/4-8-0, 4=146/4-8-0, 6=157/4-8-0 Max Harz 2=36(LC 7) Max Uplift2=-202(LC 8), 4=-202(LC 8), 6= 73(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Gable requires continuous bottom chord bearing. % 5) Gable studs spaced at 2-0-0 oc. ., wp Ps A q ��I 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%% O 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��,``2`,•••�0 E Ns •• 92 i� fit between the bottom chord and any other members. �� �••••.� �;, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=202! No 39380 4=202. • 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ORkV- 4 &/O N A1111 � W Thomas A. Albany PE No.39380 MRk USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - 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 MITek8 connectors. lhls 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 tracing of trusses and truss systems, seeANSI/TPl1 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 Numbering System A General Safety Notes 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/lgr For 4 x 2 orientation, locate plates 0-1114' 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 MIN Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. 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: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) I 2 3 TOP CHORDS 0 of O O 0- 0 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 0 Of O O a O 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 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 atjoint 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 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber 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 ff. 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.