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HomeMy WebLinkAboutTrussA =1 _IFS SAFETYWARNINC- This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ' TO DETERMINE IF MULTIPLE PLY. ' l l DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less o pan A Scare der Bar( \ 60 degrees or less �— 1n span Tag The rs to H---Mprox s T Iln° approx. 1r2 of Span. REFER TO SCSI REFER TO BCSI Truss must be set this way a crane is used. Truss must be set this way if crane Is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets more this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed.Z, AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements.. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. 141ARMIMG A The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLAT . BY CHAMBERS TRUSS ,REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS `Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend LOAD F7A BEARING AT 12'-4" ImLOAD BEARING AT 9'-4" ADo not russes until they arebraced �r ae per BCSI )ropeI ii.p ,; g a r"f@ ARRANGE WITH .LA CRANE OPERATOR IN ADVANCE .� i STRONG ��� OF " a IL GTV c NOTES: * ALL C� �� ��, _rj n �,r ALL t� � aJs .. —,".T a �. �rr f� - I 'ram ®E ■ O I r1 i y� IFi 1 ��E r {. �, ,, t if _... 5 \ dr I� , Z �l a I I� I I xPcsaAEtt L wcAlEOAs IwrEaawNao ox orison E NOT . SSarNIMa" DARD SSE ENGWEEgWG. 1 0» 1 P5�> I i I xoc.1"au CORNFrt JxCKB N�1­4 CORNER DETAIL WEI"NNGs n"f enOYM FOR.UNirrY SQUARE CUT END 5 f 2X4?OP-'CHO`0 WALL HEIGHT 9'-4" ' END DETAIL:9A 4-01 �-04-0 8-0 SQUARE CUT END 5 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-01 - fl041 FAMCATION AG FEMEN`r ..TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED - e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority fora, determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the' undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. iter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of'BCSr summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is I esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour i for revisions may be charged by ChambersTruss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terns of net on delivery. Invoice may be made at scheduled date of, rwery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss `l easonable, attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be idded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersgned agrees to pay such indebtedness including attorneys fees, d default in payment for material be made by the cipient. 10. In the event of any litigation concerning this agreemem, the gems furnished hereunder or payments referred to Brain; the parties agree that the sole venue for any such action will be Saint Lucia County, Florida. 11. Design responsibgifies are per `"`National Standard And Recommended Guidelines On Responsibilities For' Construction Using Metal Plate Connected Wood Trusses ANSI(TPIM/TCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. I i DATED I i SIGNED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. l Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. f Trusses must be sett plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. j DO NOT INSTALL TRUSSES USING THIS I USE /�PLAN DELIVERED WITH TRUSSES TO SET TRUSSES �''� I w. f 7PP�i can �� . e�snue Foce, Florida 34982-6423 I 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465.8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM pN A.1.431 LCADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 1 DESIGN CRITERIA i County Indian River County Building Department Indian River County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live "10-Non Conocurent 0 1 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder j Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 74978 SCALE: 1 /4" = 1'-011 127 total trusses, 47 unique designs" Designer: RLC Reviewed by: RLC Date: 03/01/18 REVISED 07/09/18 I FOR ELUcle D REXFORD, INC. 018DESCRIPTION: t Permlttin4 EVON Page 1 of 1 CUSTOMER INITIALS EACH PAGE 74978 I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 74978 - EVON Site Information: Customer Info: REXFORD, INC Lot/Block: Address: UNKNOWN City: INDIAN RIVER COUNTY Project Name: EVON Subdivision: State: FL RECEIVED AUG 0 2 ?.018 ST. Lucle County, Permitting -k USA, Inc. Parke East Blvd. a, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE9-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 47 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# I Truss Name I Date No. Seal# ITruss Name Date 1 IT14515142 JA 7/9/18 118 1 T14515159 1 GRB 7/9/18 12 I T14515143 I Al 17/9/18 119 I T14515160 I GRD 17/9/18 I 13 IT145151441ATA 17/9/18 120 IT14515161 IGRE 17/9/18 14 IT14515145 I D 17/9/18 121 I T14515162 I GRG 17/9/18 I 15 IT14515146 I D1 17/9/18 122 I T14515163' I GRP 17/9/18 16 I T14515147 I D2 17/9/18 123 I T14515164 IA I 17/9/18 I 17 I T14515148 I D3 17/9/18 124 I T14515165 I J2 17/9/18 I 18 I T14515149 I D4 17/9/18 125 I T14515166 I J3 17/9/18 I 19 I T14515150 I D6 17/9/18 126 I T14515167 I J5 17/9/18 I 110 I T14515151 I E 7/9/18 127 I T14515168 J7 17/9/18 I I11 I T14515152 I G 17/9/18 128 I T14515169 I JAI 17/9/18 I 112 I T14515153 I G 1 17/9/18 129 I T14515170 I JA3 17/9/18 I 113 IT14515154 I G2 17/9/18 130 I T14515171 I JA5 17/9/18 I 114 I T14515155 I G3 17/9/18 131 I T14515172 I JE3 17/9/18 I 115 I T14515156 I G4 17/9/18 132 I T14515173 I KJ3 17/9/18 I 116 IT14515157 I G5 17/9/18 133 I T14515174 I KJ5 17/9/18 I 117 IT14515158 I GRA 17/9/18 134 IT14515175IKJ7 17/9/18 I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. , Fol'. 1 1 L11 1 C 0 P Y No 39380- :-)3 ST E OF '•�/' ,fl iO N A "--�%%N Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 Albani, Thomas 1 of 2 RE: 74978 - EVON Site Information: Customer Info: REXFORD, INC Lot/Block: Address: UNKNOWN City: INDIAN RIVER COUNTY Project Name: EVON Model: Subdivision: No. Seal# ITruss Name I Date 135 IT14515176 I KJA7 7/9/18 36 IT14515177 I KJE 17/9/18 137 IT14515178 I MV2 17/9/18 1 38 IT14515179 I MV4 17/9/18 I 139 IT14515180 I MV6 17/9/18 I I40 IT14515181 I MV8 17/9/18 I 141 IT14515182 I MV10 17/9/18 I 142 IT14515183 I P 17/9/18 I 143 IT14515184 I V4 17/9/18 I 144 IT14515185 I V8 17/9/18 1 145 IT14515186 I V12 17/9/18 146 IT14515187 I VA 17/9/18 147 IT14515188 I VB 17/9/18 I State: FL 2 of 2 Jqh , Truss Truss Type City Ply EVON T14515142 74978 A Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:56 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-x?eLQMUAaYevsjR1 ajOxJGdok8WkTHX?C WFbMvyzgKT -1-4-0 5-8-12 9-0-0 14-4-0 17-7-4 23-4-0 24-8-0 , 1 4-0 5 8-12 3-3-4 5 4-0 3-3 4 5-8-12 1 4-0 oI1 4x6 = 4 2021 46 = 2223 5 Scale=1:42.7 3x5 = 3x4 = 3x6 = 3x4 = 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.21 9-17 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.36 9-17 >787 240 BCLL 0.0 Rep Stress [nor YES WB 0.14 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.18 11-14 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=938/0-8-0, 7=938/0-8-0 Max Horz 2=-155(LC 10) Max Uplift 2=-655(LC 12), 7=-655(LC 12) PLATES GRIP MT20 244/190 Weight: 99 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1701/1426, 3-4=-1466/1200, 4-5=-1335/1157, 5-6=-1466/1200, 6-7=-1702/1426 BOT CHORD 2-11=-1179/1656, 9-11=-846/1362, 7-9=-1202/1542 WEBS 3-11=-371/435, 4-11=-177/386, 5-9=-177/387, 6-9=-371/435 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Exterior(2) 9-0-0 to 18-6-15, Interior(1) 18-6-15 to 24-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=655, 7=655. PS' A!'A�����i No 39380 ti � i 0 •4Q ♦ b fft O N A\ ,��,`%% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, see ANSIfTPl1 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 36610 Jqb , Truss Truss Type Qty Ply EVON T14515143 74978 Al Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:18:56 2018 Page 1 I D:fxeKT1 sjRxeJn-2WnHcmclzflNrx7eLQMUAaYevsjRl ajOxJGdoY8XCTF17C WFbMvyzgKT 14-0 6-6-8 11-0-0 124A 16-9-8 23-4-0 24-8-0 1-41 6-" 4-5-8 1-4-0 4-5-8 6-6-8 1-4-0 011 3x4 = 2x3 II 4x4 = 4x4 = 3x6 = 2x3 11 3x4 = 3x4 = Scale = 1:42.7 3x4 = Io 6-" 11-0-0 12-4-0 , 16-9-5 9 -4-0 Plate Offsets (X.Y)— t11:0-2-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.06 9-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.13 9-19 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.09 9-19 >999 240 Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-12 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-10-12 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=938/0-8-0, 7=938/0-8-0 Max Horz 2=-185(LC 10) Max Uplift 2=-655(LC 12), 7=-655(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-171911312, 3-4=-122011033, 4-5=-1081/1002, 5-6=-122011033, 6-7=-1719/1312 BOT CHORD 2-13=-1065/1538, 12-13=-1065/1538, 10-12=-636/1081, 9-1 0=-1 086/1538, 7-9=-1086/1538 WEBS 3-12=-588/532, 4-12=-256/323, 5-10=-256/323, 6-10=-589/532 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=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 11-0-0, Exterior(2) 11-0-0 to 12-4-0, Interior(1) 16-9-8 to 24-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 11111 II1111 j1 grip DOL=1.60 3) Provide drainage .0 S A. MP adequate to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % xN • •� C•E N S+ ••. '9jL�i� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom in 3-6-0 tall by 2-0-0 ,�� •• F ••. chord all areas where a rectangle wide will fit between the bottom chord and any other members. No 39380 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=655, 7=655. —10 cc "13F •���F• ••• O R \ % /1111f1 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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, see ANSUTP11 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 36610 Jcob Truss Truss Type Qty, Ply EVON T14515144 74978 ATA Attic 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:57 2018 Page 1 ID:fxeKTt sjRxeJn_2 Wn HcmclzflNc-PBCjeiVoLsmmUtOE8QYAsU9wAYmTCfp9RA78uMyzgKS 1-4-0 4-6-12 8-3-0 8- 11 8 0 14-11-0 15 12 18-9A 23 4-0 24-8-0 1-4-0 4-0-12 3-8-8 0-1- 2 3-3-0 3-3-0 0- -12 3-S S 4-6-12 1 4-0 W N oI1 3x5 = 4x4 = 3x4 = 5x6 = 3x4 = 6-0-0 3x5 = Scale = 1:42.0 Iv 0 8-3-4 6-9-8 8-3-4 Plate Offsets (X.Y)— (2:0-6-5.0-2-61, f10:0-6-5,0-2-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) -0.21 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 12-14 >844 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.16 12-14 >999 240 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1006/0-8-0, 10=1006/0-8-0 Max Horz 2=195(LC 11) Max Uplift 2=614(LC 12), 10=-614(LC 12) Max Grav 2=1120(LC 18), 10=1120(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2379/1224, 3-4=-2048/982, 4-5=-1754/947, 5-6=-18/260, 6-7=-18/260, 7-8=-1754/946, 8-9=-2048/981, 9-10=-2379/1223 BOT CHORD 2-14=-999/2315, 12-14=-660/1839, 10-12=-1034/2197 WEBS 8-12=-111/596, 9-12=-523/411, 4-14=-111/595, 3-14=-523/411, 5-15=-2693/1000, 7-15=-2093/1000 Structural wood sheathing directly applied or 4-5-13 cc purlins. Rigid ceiling directly applied or 7-2-2 cc bracing. 1 Row at micipt 5-7 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 11-8-0, Exterior(2) 11-8-0 to 14-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=614, 10=614. 8) Attic room checked for U360 deflection. �%%% ",PS'11A"A,It'�i No 39380 fo siO N A; ,,,%\ 11111111 Thomas A. Mani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, see ANSI/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 36610 Job Truss Truss Type Qty Ply EVON T14515145 74978 D Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:58 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-tOm5r'LWQ6Aud61 bQi83POhi2SyB4xl AlfgkiQoyzgKR -1-4-0 , 5 8-12 9-0-0 16-7-4 24-0-12 31-8-0 14-0 5-8-12 3-37-7A 7-5-8 7-7A 5.00 3x5 = 4x6 = 3x8 = 3x6 = 2x3 II Scale = 1:55.7 4x5 = ' 19 6 1 20 0 13 " 11 10 q 3x8 = 3x6 = 2x3 11 4x10 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CI) -0.31 13-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.24 11 >999 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 9=1165/Mechanical, 2=1243/0-8-0 Max Horz 2=281(LC 12) Max Uplift 9=-738(LC 12), 2=-833(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2470/1968, 3-4=-2222/1761, 4-5=-2039/1696, 5-7=-1841/1446, 7-8=-1841/1446,. 8-9=-1096/950 BOT CHORD 2-13=-2012/2251, 11-13=-1999/2497, 10-11 =-1 999/2497 WEBS 3-13=-325/393, 4-13=-330/571, 5-13=-513/400, 5-11=0/277, 5-10=-735/621, 7-10=425/492, 8-1 0=-1 586/2023 Structural wood sheathing directly applied or 4-5-1 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-11 oc bracing. 1 Row at midpt 5-13, 5-10, 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, Interior(1) 1-9-5 to 9-0-0, Exterior(2) 9-0-0 to 13-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=738, 2=833. No 39380 � "10 � � CC �•' •�/�� o NA ,, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Jgb Truss Truss Type Qty Ply EVON T14515146 74978 D1 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:59 2018 Page 1 ID:fxeKT1 sjRxeJn-2 WnHcmclzflNc-MaKT2OX2tTOUjBAcGraexvEEKMYQgUKSuUUFzEyzgKQ ,-1.4-0 , 6-" 11-0-0 17-11-4 24-8-12 3143-0 1-0-0 6-6-8 4-5 8 6-11-4 6-9-8 6-11-4 3x4 = Scale = 1:55.7 48 = 2x3 II 3x6 = 3x4 = 4x4 = 4 19 20 21 5 6 7 22 8 14 13 11 10 9 2x3 II 3x4 = 3x6 = 3x8 = 4x4 = 3x6 11 , 6- 2- 11-0.0 17-11-4 24-8-12 31-8-0 , 6-0-8 4-5-8 6-114 6-9-8 6-11-4 Plate Offsets (X.Y)— 14:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.12 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.25 11-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.19 11-13 >999 240 Weight: 170 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 9=1165/Mechanical, 2=1243/0-8-0 Max Horz 2=332(LC 12) Max Uplift 9=-745(LC 12), 2=-827(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2487/1879, 3-4=2021/1607, 4-5=-2007/1629, 5-7=-2007/1629, 7-8=-1406/1121, 8-9=-1103/960 BOT CHORD 2-14=-1974/2244, 13-14=-1974/2244, 11-13=-1559/1829, 10-11=-1121/1406 WEBS 3-13=-552/491, 4-13=-217/412, 4-11 =-1 78/256, 5-11=-391/464, 7-11=-614/727, 7-10=-799/800, 8-10=-1333/1673 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 5-2-0 oc bracing. 1 Row at midpt 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, 1nterior(1) 1-9-5 to 11-0-0, Exterior(2) 11-0-0 to 15-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 9=745, 2=827. %%%%�`,PS' ��� . • G E NJ No 39380 1z •••,•,;,,. G �% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not Mal' a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe IC• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Jab Truss Truss Type Qty Ply EVON T14515147 74978 D2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:00 2018 Page 1 ID:fxeKTt sjRxeJn_2 WnHcmclzflNo-gmtsGkYgen8LLLIppZ5tT6nR6mtWP_ab77DoVgyzgKP 1-0-0 7-7-13 13 0 0 18-8-0 24-0 3 31-8-0 1 4-0 7-7-13 5 43 5-8-0 5- 3 7-7-13 Scale=1:55.6 4x6 = 4x6 = 4 2122 23 24 5 12 11 9 8 3x5 = 2x3 II 3x4 = 3x6 = 3x4 = 2x3 II 3x5 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.33 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.43 8-9 >892 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.30 11-12 >999 240 Weight: 142 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1170/Mechanical, 2=1248/0-8-0 Max Horz 2=232(LC 11) Max Uplift 7=-727(LC 12), 2=-850(LC 12) Max Grav 7=1181(LC 18), 2=1251(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2449/1909, 3-4=-1854/1555, 4-5=-167211515, 5-6=-1855/1578, 6-7=-2452/1905 BOT CHORD 2-12=-1665/2351, 11-12=-1665/2351, 9-11=-1140/1712, 8-9=-1649/2211, 7-8=-1649/2211 WEBS 3-12=-9/283, 3-11=-755/616, 4-11=-253/468, 5-9=-272/470, 6-9=-769/634, 6-8=-18/285 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=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, Interior(1) 1-9-5 to 13-0-0, Exterior(2) 13-0-0 to 23-1-12, Interior(1) 23-1-12 to 31-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 7=727, 2=850. �`` .j• .• �G E N No 39380 10 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1 a(0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII 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 36610 job Truss Truss Type Qty Ply EVON T14515148 74978 D3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:02 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-m97chQZxAOP2aevBx_7LZXsIOZXOsgFuaRiv7zyzgKN -1-4-0 , 8-9-2 15 0 0 16-8-0 22-10-14 3148-0 14-0 8-9-2 6-2-14 1-8-0 6-2-14 8-9-2 vI. 0 4x5 = 45 = 5.00 12 Scale=1:55.3 14 13 " 11 10 4x5 — 2x3 II 3x6 = 2x3 II 4x5 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.16 10-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.35 10-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(ILL) 0.28 10-20 >999 240 Weight: 149 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=1248/0-8-0, 9=1170/Mechanical Max Horz 2=264(LC 11) Max Uplift 2=-850(LC 12), 9=-727(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-14 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-14 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2384/1766, 4-5=-1670/1375, 5-6=-1475/1348, 6-7=-1671/1394, 7-9=-2377/1772 BOT CHORD 2-14=-1520/2134, 13-14=-1520/2134, 11-13=-921/1475, 10-11 =-1 500/2144, 9-10=-1500/2144 WEBS 4-14=-2/342, 4-13=-863/698, 5-13=-342/443, 6-11=-359/445, 7-11=-875/708, 7-10=-7/343 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=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, Interior(1) 1-9-5 to 15-0-0, Exterior(2) 15-0-0 to 16-8-0, Interior(1) 21-1-12 to 31-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=850, 9=727. A. No 39380 SO : -10 rc 441 00 .- W 00 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply EVON T14515149 74978 D4 Common 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:03 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-ELZ_umaZxiXvCoUNVhea5lPvhzsAbFJ1 p5ST6?yzgKM 9-8-4 15-10-0 21-11-12 31-8-0 9-8A 6-1-12 6-1-12 9-8A 4x4 = 5.00 12 Scale = 1:52.5 I� 10 9 8 3x6 — 2x3 II 5x8 = 2x3 I 3x6 = 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 FBC2017/TP12014 CSI. TC 0.63 BC 0.64 WB 0.90 Matrix -MS DEFL. in Vert(LL) -0.22 Vert(CT) -0.48 Horz(CT) 0.08 Wind(LL) 0.37 (]cc) I/deft Ud 8-16 >999 360 8-16 >789 240 7 n/a n/a 8-16 >999 240 PLATES GRIP MT20 244/190 Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-11 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-4-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1172/0-8-0, 7=1172/Mechanical Max Horz 1=-259(LC 10) Max Uplift 1=-730(LC 12), 7=-730(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2319/1663, 3-4=-1605/1288, 4-5=1605/1288, 5-7=-2319/1663 BOT CHORD 1-10=-1369/2083, 9-1 0=-1 369/2083, 8-9=-1369/2083, 7-8=1369/2083 WEBS 4-9=-687/952, 5-9=-887/695, 5-8=-26/371, 3-9=-886/695, 3-10=-26/371 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=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 15-10-0, Exterior(2) 15-10-0 to 19-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 A. a of on chard all areas where a rectangle wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ,��` �� • G•E N S • • ��i �ii •• F•�•. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=730, 7=730. No 39380 r r CC Z I � 00 Is, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 { Mal' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ii�.�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply EVON T14515150 74978 D6 Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:04 2018 Page 1 ID:fxeKT1sjRxeJn_2WnHcmclzflNc iX7M65bBi0fmgy3a2OApeyy4RNCPKiZB21BOeSyzgKL 9-8-4 15-10-0 21-11-12 31-8-0 9-84 6-1-12 6-1-12 9-8-4 44 = lu 2x3 I I 5.00 12 4x4 = 5x8 = 2x3 11 Scale=1:52.1 4x4 = Iv 0 i 9-84 15-10-0 i 21-11-12 31-8-0 9-8-4 6-1-12 6-1-12 9-8-4 Plate Offsets (X.YIf1:0-2-6.Edae1. T2:0-3-0.Edge1, f6:0-3-O.Edgel, 17:0-2-6.Edgel f9:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 8-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.48 8-16 >789 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.37 8-16 >999 240 Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-11 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-44 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1172/0-8-0, 7=1172/0-8-0 Max Horz 1=259(LC 11) Max Uplift 1=-730(LC 12), 7=-730(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2319/1663, 3-4=1605/1288, 4-5=-1605/1288, 5-7=-2319/1663 BOT CHORD 1-1 0=-1 369/2083, 9-10=-1369/2083, 8-9=-1369/2083, 7-8=1369/2083 WEBS 4-9=-687/952, 5-9=-887/695, 5-8=26/371, 3-9=-886/695, 3-10=-26/371 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=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 15-10-0, Exterior(2) 15-10-0 to 19-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. t1I1111111I I /II1 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %� S A, will fit between the bottom chord and any other members. ,`%� O�P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) �� `�` ..• •1G E Ns • •.'9iL �� 1=730, 7=730. No 39380 lo :cam . • Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. -- �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notp�^ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIriPl1 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 36610 Jdb I TNSS TNSS Type �Q7Y T14515151 E COMMON 1 [VON74978 ob Reference (optional) o.13U s May l2 2Uld M' IeK mousVles, Inc. Mon Jul 9 12:36:132U7a Paget I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc,2JbOELhvaeQnOlfw29s?77AFBLBzQUyXUROTceyzpCO -1 4-0 3-104 7-8 8 9-0 8 1 4-0 3-10-4 3-10-4 1� 0 Scale = 1:19.5 4x4 = 3x4 = 3x6 II 0-5-12 3-10 4 7-1-12 7 8 8 0-5-12 34-8 3-3-8 0-6-12 Plate Offsets (X.Y)— 14:0-1-14.0-0-21 f4:0-1-4.0-11-141 LOADING (psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=356/0-8-0, 4=365/0-8-0 Max Horz 2=78(LC 11) Max Uplift 2=457(LC 12); 4=-468(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-248/638, 3-17=-210/646, 3-4=-237/643 BOT CHORD 2-6=-423/190, 4-6=-423/190 WEBS 3-6=-299/116 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=151t; B=45ft; L=24ft; eave=4ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 3-10-4, Exterior(2) 3-10-4 to 7-1-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions ,p,S q shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% .•� GE N S •. 7i1 _ �j, 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 ♦♦♦��� ♦ .'� V F•'. lam/ will fit between the bottom chord and any other members. No 39380 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 468 lb uplift at joint 4. c_ '•�,'�� P ., p R O �N Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 my�^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfiPlt 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 36610 18b Truss Truss Type Qty Ply 74978 G HIP 1 1ob [V011T14515152 Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s May 12 2018 MiTek Industries, Inc. Mon Jul 9 12:39:52 2018 Page 1 ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNo-8SKBCDLH?xOi9yu00AHMVlkcFdrvEO?mrOZYoSyzp8b r-14-0 , 5-8-12 9-0-0 15-10-0 2248-0 25-11-4 , 31-8-0 33-0-0 1-4-0 ' S 8-12 3-3 4 6-10-0 6-10-0 3-3Z 5-8-12 14�-0 5_Do 112 3x5 = 4x8 = 2x3 11 48 = 23 0 24 6 lZ 11 lu 3x4 = 5x8 = 3x4 = Scale=1:55.9 3x6 = 4x8 II _0 i 15-10-0 2 8-0 3 -0-0 3 9-0-0 6-10-0 6-10-0 84-0 8 Plate Offsets (X,Y)— f2:0-0-6.Edge1, f4:0-5-4.0-2-01 f6:0-5-4.0-2-01. f8:0-0-4 Edoel, f8:0-0-2 Edoel, N 1:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.16 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.32 12-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.23 10-11 >999 240 Weight: 151 lb FT = 20% LUMBER- BRACING- TOP.CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1220/0-8-0, 8=1274/0-8-0 Max Horz 2=-170(LC 10) Max Uplift 2=-829(LC 12), 8=-866(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2413/1965, 21-22=-2382/1969, 3-22=-2343/1977, 3-4=-2156/1760, 4-23=-2399/2034, 5-23=-2399/2034, 5-24=-2399/2034, 6-24=-2399/2034, 6-7=-2015/1665, 7-25=-2088/1787, 25-26=-2156/1776, 8-26=-2164/1776 .BOT CHORD 2-12=-1684/2198, 11-12=-1349/1965, 10-11=-1294/1853, 8-10=-1494/1928 WEBS 3-12=-339/410, 4-12=-186/412, 4-11=-468/607, 5-11=-422/495, 6-11=-572/711, 6-10=-63/301 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=32ft; eave=4ft; Cat. `11111111111., � A./� '9�e �I�� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1 4-11 to 1-9 5, Interior(1) 1-9-5 to 9-0-0, Exterior(2) 9-0-0 to `�� OMP G E N S • • '9� i� 27-1-12, Interior(1) 27-1-12 to 33-0-11 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; ,���.2.•� .' �. F•'•, / Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 = will fit between the bottom chord and any other members. >J 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 lb uplift at joint 2 and 866 lb uplift at joint 8. ..p R % , O N ,f, AI-1 "%% Thomas A. Albani PE No.39380 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. -- R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not[. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 JQb Truss Truss Type Qty Ply EVON T14515153 74978 G1 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:07 2018 Page 1 I D:fxeKT1 sjRxeJn_2 WnHcmclzflNo-76oVk7d3_x1 LhQn9kXj WFbafxaEvXDrdkjQgFmyzgKI -1-0-0 , 6-6-8 11-0-0 15-10-0 20-8-0 25-1-8 31-0-0 1-4-0 6-6 8 4-5 8 4-10-0 4_ 1-4 4-5-9 5- N 4 0 0 44 = 25 3x4 = 4x5 = 265 27 6 Scale=1:54.4 14 13 11 10 3x4 = 2x3 II 3x8 = 4x6 3x8 = 2x3 II 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/de0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.19 11-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.42 11-13 >893 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.17 11-13 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 9=1158/0-8-0, 2=1211/0-8-0 Max Horz 2=193(LC 11) Max Uplift 9=-720(LC 12), 2=-827(LC 12) PLATES GRIP MT20 244/190 Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-11 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-12 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2404/1914, 3-4=-1947/1625, 4-5=-1761/1574, 5-6=-1699/1510, 6-7=-1858/1544, 7-9=-2047/1662 BOT CHORD 2-14=-1702/2169, 13-14=-1702/2169, 11-13=-1401/1875, 10-11=-1416/1833, 9-10=-1416/1833 WEBS 3-13=-545/515, 4-13=-342/518, 5-13=-275/256, 5-11=-347/315, 6-11=-305/447, 7-11=-242/272 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=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-8-8, Interior(1) 1-8-8 to 11-0-0, Exterior(2) 11-0-0 to 25-1-8, Interior(1) 25-1-8 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 9=720, 2=827. �%%�,`1PS'111A11 A4����i No 39380 cc 1 O N AI Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, see ANSITfPl1 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 36610 Job Truss Truss Type Qty Ply EVON T14515154 74978 G2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:08 2018 Page 1 1 D:fxeKT1 sjRxeJn_2 WnHcmclzflNc-bJMtxTeilE9CIaMLHEEloo6op_YaGWQmzN9En DyzgKH 7-7-13 13-0-0 18-8-0 23-3-14 28-3-4 14-0 7-7-13 5-4-3 5-8-0 4-7-14 4-11-6 4x4 = 4 18 19 20 5x8 MT18HS = Scale=1:49.8 IF 12 11 ' 9 8 3x4 = 2x3 II 4x6 3x4 = 6x8 = 3x4 = 7-7-13 5-4-3 5-8-0 9-7-4 Plate Offsets KY)— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.44 11-12 >764 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.61 11-12 >551 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(Cf) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.41 11-12 >819 240 Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-9 cc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-1 cc bracing. REACTIONS. (lb/size) 2=1118/0-8-0, 8=1039/0-7-4 Max Horz 2=199(LC 11) Max Uplift 2=-767(LC 12), 8=-648(LC 12) Max Grav 2=1126(LC 17), 8=1039(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2164/1663, 3-4=-1472/1238, 4-5=-1311/1216, 5-6=-1444/1247 BOTCHORD 2-12=1531/2061, 11-12=-1531/2061, 9-11=-936/1355, 8-9=-963/1177 WEBS 3-12=-60/322, 3-11=-831/695, 4-11 =-1 82/382, 5-9=-79/294, 6-9=-64/306, 6-8=-1371/1183 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=28ft; eave=4ft; Cat. (directional)Exterior(2) s 0 to 1A. 1q1 to 2210-;15, Interior(l) 22---10-1-15 28 1-8 C for embers and force-C & MWFRS for reactions shown; Lumber DOL=1 600 .��Pg plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,`� O........ ,� �� �.•'� N • • �2 �� L F•••. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=767, 8=648. -fl : cc X �% Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 NE a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jcub • Truss Truss Type Qty Ply EVON T14515155 74978 G3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:09 2018 Page 1 ID:fxeKTI sjRxeJn_2 Wn HcmcizflNc-3VwF9pfKWYH3wjxXryl_LOfzGOxe?_AwB1 vnJfyzgKG -1-0-0 t 8-9-2 15-0-0 16-8-0 22-10-13 28-3-4 14-0 8-9-2 6-2-14 1-8-0 6-2-13 5-4-7 Scale=1:50.6 vj 0 4x4 = 4x6 = 5.00 12 11 1z -I -I I 9 3x5 = 2x3 II 3x6 = 3x4 = 3x4 = 3x6 3x4 = I 8-9-2 15-M i 16-8-0 22-10-13 28-� 8-9-2 R_2_1A 1Ji.r1 R_9_1R S�_7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 14-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.30 14-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 14-17 >999 240 Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=1118/0-8-0, 9=1039/0-7-4 Max Horz 2=231(LC 11) Max Uplift 2=-767(LC 12), 9=-648(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2053/1516, 4-5=-1323/1111, 5-6=-1152/1108, 6-7=-1313/1126, 7-8=-1406/1084, 8-9=-987/830 BOT CHORD 2-14=-1380/1828, 12-14=-1380/1828, 11-12=-776/1152, 10-11=-925/1257 WEBS 4-14=-9/349, 4-12=-864/702, 5-12=-275/351, 6-11=-196/276, 7-10=-239/312, 8-10=-926/1248 Structural wood sheathing directly applied or 4-6-7 cc purlins, except end verticals. Rigid ceiling directly applied or 5-10-2 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-11 to 1-7-5, Interior(1) 1-7-5 to 15-0-0, Exterior(2) 15-0-0 to 16-8-0, Intedor(1) 20-10-15 to 28-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=767, 9=648. �N Ce E �i S • • ��i'ii No 39380 �-10 • c� r , � V r ( 00 Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab + Truss Truss Type Qly Ply EVON T14515156 74978 G4 Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:09 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNo-3VwF9pfKWYH3wjxXryl_LOfyDOwX?_HwB 1 vnJfyzgKG 8-2-14 9-1-3 , 15-10-0 21-10-14 28-3A 1-4-0 8-2-14 15 5 6-1-13 6-0-14 6-0-6 4x4 = 5.00 12 Scale = 1:48.6 4 9 1z 1u 9 8 3x5 = 2x3 II 3x6 = 3x8 = 3x4 = 3x6 8-2-14 9-8-3 15-10-0 , 18-10-7 211014 28 3-4 R-7-14 1-5-5 R_1_7� �11_7 �11_7 C-4-C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 12-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.44 12-15 >772 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.32 12-15 >999 240 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 7-8: 2x6 SP No.2 REACTIONS. (lb/size) 2=1114/0-8-0, 8=1036/0-7-4 Max Horz 2=243(LC 11) Max Uplift 2=-765(LC 12), 8=-646(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1979/1373, 4-5=-1263/1022, 5-6=-1251/1033, 6-7=-1437/1062, 7-8=977/809 BOT CHORD 2-12=-1222/1751, 10-12=-1222/1751, 9-10=-874/1274 WEBS 4-12=-4/363, 5-10=464/652, 6-10=-314/262, 4-10=-856/671, 7-9=-821/1219 Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. Rigid ceiling directly applied or 5-11-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 15-10-0, Exterior(2) 15-10-0 to 18-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=765, 8=646. �•�`��'�G�ENSF.'92i�i. i No 39380 -10 : • CC ��, ���. i�-.; '9/0 N Al-� C� % 111111111, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 �R a truss system. Before use, the building designer must verify the. applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p� A iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty, Ply EVON ' T14515157 74978 G5 Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:10 2018 Page 1 I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-XhUeM9fyHsPwYtWkPfGDtDC6xoFpkQ33QheKs5yzgKF 9-84 15-10-0 21-11-12 31-8-0 33-0-0 , 9-8-4 6-1-12 6-1-12 9-84 1-4-0 4x4 = 5.00 12 Scale=1:54.0 Iq 0 11 10 9 45 — 2x3 II 5x8 = 2x3 II 4x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.48 11-14 >789 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.37 11-14 >999 240 Weight: 142 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1170/0-8-0, 7=1248/0-8-0 Max Horz 1=-278(LC 10) Max Uplift 1=-727(LC 12), 7=-850(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2315/1659, 3-4=-1602/1285, 4-5=-1601/1267, 5-7=-2325/1622 BOT CHORD 1-11=-1332/2079, 10-11=-1332/2079, 9-10=-1328/2071, 7-9=-1328/2071 WEBS 4-10=-683/948, 5-10=-877/684, 5-9=-8/370, 3-10=-886/692, 3-11=-26/371 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-1 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for.this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 15-10-0, Exterior(2) 15-10-0 to 19-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=727, 7=850. M • Ge �• ._ 1.0 .•DENS •��ji�'. No 39380 F Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 10/07/2015 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 p�^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSltTPl1 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 36610 Jab Truss Truss Type City Ply EVON T14515158 74978 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:12 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-T4cOnghCpTfenBg6W4JhyeHRubwXCTUMt?7RwyzgKD , -1-4-0 3-9-14 7-0-0 11-8-0 16-4-0 19-6-2 23-4-0 24-8-0 14-0 3-9-14 3-2-2 48-0 4-8-0 3-2-2 3-9-14 1.4-0 Special NAILED NAILED 7x8 = 2x3 11 NAILED NAILED r 3 17 18 19 4 20 21 22 Special 7x8 = 3x8 = 2x3 II NAILED 5x8 = NAILED 2x3 II 3x8 = Special NAILED NAILED Special Scale = 1:42.7 m Io i 3-9-14 7-0-0 1 11-8-0 16-4-0 1 -6-9 -4-0 3-9-14 3-2-2 4-8-0 4-8-0 3-9-14 Plate Offset_s_(X.Y)— 12:0-8-0.0-0-1 % 13:0-5-12.0-2-81. 15:0-5-12 0-2-81 f6:0-8-0.0-0-101 19:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.30 9 >941 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.33 8-9 >837 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horc(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 103 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1806/0-8-0, 6=1806/0-8-0 Max Horz 2=125(LC 24) Max Uplift 2=-1327(LC 8). 6=-1327(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3885/2716, 34=4197/3065, 4-5=-4197/3065, 5-6=-3885/2716 BOT CHORD 2-10=-2343/3524, 9-10=-2353/3551, 8-9=-2353/3551, 6-8=-2343/3524 WEBS 3-10=-218/630, 3-9=-615/864, 4-9=-599/612, 5-9=-615/863, 5-8=-218/630 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 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ,J%J 1 11 t 111 /1,� 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom ��% S A. � �P A4 *,e chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (It=lb) `�� • •� G E IV S • •.'92�i01 2=1327, 6=1327. ,�� `�`� •• F ••. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. No 39380 •• 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 361 lb up at 7-0-0, and 225 lb down and 361 lb up at 16-4-0 on top chord, and 364 lb down and 249 lb up at 7-0-0, and 364 lb down and 249 lb up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). " "t7 Lr Z LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 1.00 O =!/ �i '� • P;•'• �� �i�' �•0 10•' Uniform Loads (plf) R SS;O 5=-54, 5-7=-54, 11-14=-20 N A; ���� Concentrated Loads (, 111111 ��� Vert: 3=-159(F) 5=-159(F) 10=-358(F) 8=-358(F) 17=-110(F) 19=110(F) 20=-110(F) 22=-110(F) 23=-66(F) 24=66(F) 25=-66(F) 26=-66(F) Thomas A. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Job Truss Truss Type City Ply EVON T14515159 74978 GRB Common Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:14 2018 I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNo-OTk8CWiSL4vL1 VpVeVL923MIaPa3glufLJcY? -1-4-0 4-3-14 7-0-12 7 11-15 11 8 0 15-4-1 19-0-2 23-4-0 140 4-3-14 2-8-14 0-11-3 3 S-1 3-8-1 3-8-1 4-3-14 4x6 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIFNTATION IS FSSFNTIAI Scale=1:40.0 5x14 % - - - 5x12 MT18HS 3x10 11 HUS26 8x14 MT18HS = 6x8 = HUS26 3x10 11 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Iv 0 -0-23-4-0 5-0-11 2-0-1 2-4-13 15-10 Al4 8-13 4-3-14 Plate Offsets (X.Y)— [2:0-2-15.Edge1 r7:0-2-15.Edge], r9:0-3-8.0-4-01, fl0:0-7-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.42 10-11 >673 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.49 10-11 >575 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-2 cc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-11-3 cc bracing. WEBS 2x4 SP No.3 *Except* 4-10: 2x4 SP M 30 REACTIONS. (lb/size) 7=6861/0-8-0, 2=5604/0-8-0 Max Horz 2=193(LC 24) Max Uplift 7=4447(LC 8), 2=-3807(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13952/9309, 3-4=-10161/6753, 4-5=-10139/6759, 5-6=-13157/8628, 6-7=16304/10594 BOT CHORD 2-11=-8482/12833, 10-11=-8482/12833, 9-10=-7809/12125, 8-9=-9721/15042, 7-8=-9721/15042 WEBS 5-9=-2149/3451, 6-8=-1470/2397, 4-10=-4971/7526, 3-10=-4133/2944, 3-11=-2267/3376, 5-10=-3739/2440, 6-9=-3236/2117 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: �/i Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. ,% P q� S A. �& �Ii Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, Except member 3-11 2x4 - 1 row at 0-4-0 cc. ��� • G E N , ' • '9,L ��� 2) All loads to if front back face in the LOAD CASE(S) Ply to `����`� •• F•�•. are considered equally applied all plies, except noted as (F) or (B) section. �� ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. No 39380 3) Unbalanced roof live loads have been considered for this design. 4) 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 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. -9 c 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' <L/ �' 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1 O 0 �i� will fit between the bottom chord and any other members. ,•� ����� O R •••'•....••'• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �� s �� 5� 9) U e USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 7-0-12 from the �0 N A� left end to 21-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Job s Truss Truss Type City Ply EVON T14515159 74978 GRB Common Girder 1 Job Reference optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:14 2018 Page 2 ID:fxeKT1 sjRxeJn_2 WnHcmclzflNc-QTk8CWiSL4vL1 VpVeVL923MIaPa3glufLJcY?syzgKB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 9=1 150(B) 8=-1152(B) 11= 2620(B)16=-1145(B)17=-1145(B)18=-1150(B)19=-1152(B) 20=-1152(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 iviiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 36610 Jub > Truss Truss Type Qty Ply EVON T14515160 74978 GRD Half Hip Girder 1 1 Job Reference (optional) L,namuers truss, mc., ron: Tierce, rL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:15 2018 Page 1 I D:fxeKT1 sjRxeJn-2WnHcmclzflNo-ufH WPsj56O1 CeeOhCCsOaHvt4pvvPggoazM5XJyzgKA 1-0-0, 3-9-14 7-0-0 12 0 4 1- 2-12 21-94 26-7-12 31-8-0 1-4-0 ' 3-9-14 3-2-2 5-0-0 4-10 8 4-10-8 4-10 8 5-0A Scale=1:55.7 5x12 MT18HS = NAILED 3x4 = NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED 3x4 = NAILED NAILED 5x8 MT18HS = 3x5 = NAILED 4x8 = NAILED 3x4 II 5.00 12 3 20 21 4 2223 24 525 6 26 7 27 28 8 29 3031 329 16 33 34 15 35 3614 13 37 38 12 39 40 11 41 42 4310 4x8 = 2x3 If NAILED 4x5 = 5x12 MT18HS = NAILED 3x4 = NAILED 4x5 = NAILED 6x8 = Special NAILED NAILED NAILED 3x4 = NAILED NAILED NAILED NAILED NAILED i 3-9-14 7-0-0 12-0-4 16-10-19 21-� �6-7-1 1-8-0 3-9-14 3-2-2 5-0-0 4-10-8 4-10-8 4-10-8 5-0-4 Plate Offsets (X.Y)— 12:0-0-0.0-0-41. 13:0-9-0.0-2-41, f6:0-4-0 Edoel f8:0-3-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.74 13-15 >511 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.82 13-15 >460 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-5-13 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-11, 8-10 REACTIONS. (lb/size) 10=2638/Mechanical, 2=2409/0-8-0 Max Horz 2=231(LC 21) Max Uplift 10=-1883(LC 8), 2=-1747(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5428/3790, 3-4=-6654/4775, 4-5=-6947/4969, 5-7=-5949/4250, 7-8=-3691/2634, 9-1 0=-281/287 BOT CHORD 2-16=-3564/4946, 15-16=-3574/4973, 13-15=-4775/6654, 12-13=-4969/6947, 11-12=-4250/5949, 10-11=-2634/3691 WEBS 3-16=-211/635, 3-15=-1395/1951, 4-15=-740/699, 4-13=-271/343, 5-13=0/271, 5-12=-1167/842, 7-12=-451/858, 7-11=-2643/1891, 8-11=-981/1638, 8-10=-4254/3035 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide drainage to `�I111 1111111 adequate prevent water ponding. 3) All are MT20 unless otherwise indicated. ���, S A. plates plates 4) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other live loads. `%� •' �, E N S' • • '9� �i� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all 3-6-0 tall by 2-0-0 ,����� •• F•••. areas where a rectangle wide will fit between the bottom chord and any other members. No 39380 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 10=1883, 2=1747. —_ 8) "NAILED" indicates 3-10d (0.148"x3") or 3 12d (0. 1 48"x3.25") toe nails per NDS guidlines. -9 CC Z 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 365 lb up at 7-0-0 top on chord, and 364 lb down and 249 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0 O �� T • • P .'• �� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). %��j •• : R �• �� ��% �i�S�10 LOAD CASE(S) Standard N A� 1) Dead + Roof Live (balanced): Lumber Increase_ 1.25, Plate Increase_ 1.25 , Uniform Loads (plf) Thomas A. Albani PE No.39380 Vert: 1-3=-54, 3-9=-54, 10-17=-20 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 36610 Job Truss Truss Type Qty Ply EVON T14515160 74978 GIRD Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:15 2018 Page 2 ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-ufH WPsj56O1 CeeOhCCsOaHvt4pvvPggoazM5XJyzgKA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-159(F) 6=-11 O(F) 16=-358(F) 13=-66(F) 5=-11O(F) 20=-11Off) 21=-11 O(F) 22=11 O(F) 24=-11 O(F) 26=-11 O(F) 27=11 O(F) 28=-11 O(F) 29=11 O(F) 31=-110(F) 32=-124(F) 33=-66(F) 34=-66(F) 35=-66(F) 36=-66(F) 37=66(F) 38=66(F) 39=-66(F) 40=-66(F) 41=-66(F) 42=-66(F) 43=-71(F) ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 Doi building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Jpb Truss Truss Type Qty Ply EVON T14515161 74978 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:17 2018 Page 1 ID:fxeKTi sjRxeJn_2WnHcmclzflNc-ql PHgYILe7lwuyY4Jdvsfi_RcdAtpF51 HrCbByzgK8 -1-4-0 1-11-1 3-5-12 4-2-12 S-9-11 7-OM 9-0-8 14-0 1-11-1 1-0-11 0-8-15 16-15 1-10-13 14-0 NAILED 3.46 12 NAILED NAILED 3.48112 4x4 = 4x4 =NAILED NAILED 4x4 19 20 5 21 NAILED 2x3 11 2x3 11 2x3 11 3x4 = NAILED NAILED 2x3 II NAILED NAILED NAILED. i 1-11-1 1 3-5-12 4-2-12 1 5-9-11 7 M 1-11-1 1-6-11 0 8-15 1.8-15 1-10.13 3x4 = Scale=1:23.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.02 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 7 file n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 33 Ib 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 9-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=389/0-3-8, 7=388/0-3-8 Max Horz 2=-59(LC 6) Max Uplift 2=-474(LC 8), 7=-474(LC 8) Max Grav 2=457(LC 29), 7=454(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-855/577, 3-4=-825/560, 4-5=-795/535, 5-6=-826/560, 6-7=-855/577 BOT CHORD 2-12=-544/854, 11-12=545/872, 10-11=-550/886, 9-10=-546/872, 7-9=-540/854 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=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=474, 7=474. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-6(F) 5=-6(F) 12=1(F) 11=-23(F) 10=-12(F) 9=1(F) 20=-6(F) 22=-3(F) 23=-3(F) %��PS 1 Al •E N �e 2 S No 39380 10 '' • 41 % 0 N Ak-��?�` � 1111111 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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, see ANSIRPl1 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 36610 Job Truss Truss Type Qty Ply EVON T14515162 74978 GRG HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:19 2018 Page 1 I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-mQX1 FEmb9dYe7GiSR2xK174a5QEBLW000bKJg4yzgK6 401 3-9-14 7-0-0 11-5 14 15-10-0 20-2-2 24-8-0 27-10-2 31-8-0 33-0-0 1 4-0 3-9-14 3-2-2 45-14 4 4-2 4 4-2 45-14 3-2-2 3-9-14 1 4-0 c? r� 0 0 NAILED 5x12 MT18HS = NAILED NAILED 2x3 II NAILED Special NAILED 3x4 = NAILED 5x8MT18HS = 5.00 12 4 28 529 30 31 32 6 733 3435 NAILED 5x8 MT18HS = 3x4 = NAILED Special 8 36 37 9 Scale=1:56.3 19 iti 38 11 39 40 41 16 42 43 15 44 45 14 13 4x8 = 2x3 I I 24 11 NAILED 45 = NAILED . 5x12 MT18HS = NAILED 4x6 = NAILED 2x3 I I 2x3 II 4x10 = Special NAILED NAILED NAILED NAILED Special 6x8 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3 .. 3-9-14 3-2-2 4-5-14 4-4-2 4 4-2 4-5-14 3-2-2 3-1-14 -8 Plate Offsets (X.Y)-- r2:0-0-0,0-0-41. r4:0-9-0,0-2-41. r7:0-4-O.Edgel. f9:0-6-0 0-2-81 r11:0-0-4.Edge1, f11:0-0-0 0-0-41 r16:0-6-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.74 16-17 >513 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00' Vert(CT) -0.82 16-17 >461 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-9 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-84 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=2395/0-8-0, 11=2455/0-8-0 Max Horz 2=-138(LC 23) Max Uplift 2=-1742(LC 8), 11=-1782(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5377/3745, 3-4=-5336/3805, 4-5=-6462/4658, 5-6=-6887/4954, 6-8=-6887/4954, 8-9=-6291/4529, 9-10=-4804/3403, 10-11=-4834/3354 BOT CHORD 2-19=-3329/4917, 18-19=-3329/4917, 17-18=-3343/4946, 16-17=-4427/6462, 15-16=-4298/6291, 14-15=-2932/4392, 13-14=-2930/4380, 11-13=-2930/4380 WEBS 4-18=-278/609, 4-17=-1308/1915, 5-17=-815/723, 5-16=-358/533, 6-16=-471/489, 8-16=-514/735, 8-15=-967/842, 9-15=-1637/2337, 9-14=-32/383 NOTES- 1) Unbalanced live loads 11111111►/� roof have been considered.for this design. /� q�e I� 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed Lumber DOL=1.60 DOL=1.60 % 0 4 GE N S ' ••. , '9,L :1 ; plate grip 3) Provide adequate drainage to ,���� .•' •• F•, prevent water ponding. � 4) All plates are MT20 plates unless otherwise indicated. No 3938 0 5) The Fabrication Tolerance at joint 9= 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. r -O cc8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) '3 WF2=1742,11=1782. "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.•10) i Q•9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 Ib down and 365 ib up at O� • 0R SI/ • • 7-0-0, and 225 lb down and 364 lb up at 24-8-0 on top chord, and 364 lb down and 249 lb up at 7-0-0, and 308 lb down and 185 lb 4* S�\ ��� up at 24-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �I��,0 N A' 11��`, 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39380 LOAD CASE(S) Standard MiTek USA, Inc. FL Celt 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 in ip on narip'? ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-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 far 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 A iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Jpb Truss Truss Type Qty Ply EVON T14515162 74978 GRG HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:19 2018 Page 2 I D:fxeKT1 sjRxeJn_2WnHCmclzflNo-mQX1 FEmb9dYe7GiSR2xK174a5QEBLW000bKJg4yzgK6 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 20-23=-20 Concentrated Loads (lb) Vert:4=-159(B) 9=-159(B) 18=-358(B) 14=-279(B) 28=-110(13) 29=-110(B) 30=-110(B) 32=-110(B) 33=-110(B) 35=-110(B) 36=-110(B) 37=-110(B) 38=-66(B) 39=-66(B) 40=-66(B) 41=-66(B) 42=-66(B) 43=-66(B) 44=-66(B) 45=-66(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111711.7473 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, notJ�^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 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 36610 Job Truss Truss Type Qty Ply EVON, T14516163 74978 GRP HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:20 2018 Page 1 ID:fxeKTlsjRxeJn_2WnHcmclzflNc-Ec5PSanDwwgVIQHf ISZHKcukgky49BXjF3sCWyzgK5 1-0-0 5-0-0 7-0-0 12-00 13 -0 0 1-41 5-0-0 2-0-0 5-0-0 1r V Special 4x4 = Special 44 = 3x4 = 2x3 II 2x3 II Special Special 3x4 = Scale=1:24.3 N L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.09 7-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.07 7-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=750/0-8-0, W50/0-8-0 Max Horz 2=-96(LC 6) Max Uplift 2=-899(LC 8), 5=-899(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1301/1437, 3-4=-1171/1391, 4-5=-1301/1437 BOT CHORD 2-8=-1195/1159, 7-8=-1210/1171, 5-7=-1195/1159 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=1b) 2=899, 5=899. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 278 Ib down and 345 lb up at 5-0-0, and 278 lb down and 345 lb up at 7-0-0 on top chord, and 154 lb down and 97 lb up at 5-0-0, and 154 lb down and 97 lb up at 6-11-4 on bottom chord. The design/selection.of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-137(B) 4=-137(B) 8=-94(B) 7=-94(B) XN . GE IV S i No 39380 r cc C? 'Fill N 11111 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-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, see ANSlrrPl1 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 36610 Job . Truss Truss Type City Ply EVON T14515164 74978 J1 Jack -Open 13 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL , 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:20 2018 Page 1 ID:fxeKTlsjRxeJn_2WnHcmclzflNo-Ec5PSanDwwgVIQHf ISZHKcoxgog4AeXjF3sCWyzqK5 -I-4-U — 'I-U-U 1-4-0 1-0-0 4x4 = (3)- 0.131x3.5" TOENAILS Scale = 1:6.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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. REACTIONS. (lb/size) 3=-25/1-0-0, 2=164/1-0-0, 4=10/1-0-0 Max Horz 2=78(LC 12) Max Uplift 3=-25(LC 1), 2=-229(LC 12) Max Grav 3=63(LC 12), 2=164(LC 1),.4=20(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=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) his between the bottomtruss has been s herd r a live load o n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at 3 ,,,,��► S �1' % plate joint(s) except (jt=lb) �O\�•P % No 39380 • �v ,13C) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 Mirek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab • Truss Truss Type Qty Ply EVON T14516165 74978 J2 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:21 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-ipfogvorhEoMMZsrYTzogY9zDD6CpcuhyvpQkzyzgK4 -1 AA 2-7-15 1-4-4 2-7-15 3x4 = 2-7-15 Scale=1:10.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/de0 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP WmcI(LL) -0.00 7 >999 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-7-15 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=50/Mechanical, 2=193/0-3-8, 4=25/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=44(LC 12), 2=-202(LC 12), 4=-1(LC 9) Max Grav 3=54(LC 17), 2=193(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=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2 2 M <e '� .02. % • ��•'��O �.� G E N `SF.� 9�i ��� No 39380 c lo i�Fs •., •R.•, G,�. % S�ONA� 111 WO�` Thomas A. Alban! PE No.39380 Milk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-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 overallvial' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply EVON T14515166 74978 J3 Jack -Open 13 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:22 2018 Page 1 ID:fxeKT1 sjRxeJn_2 WnHcmclzflNc-B?CAtFpUSYwD, jR 7 6AU 1 MlhCedSyY38gBZYzHPyzgK3 -1.4-0 3-0-0 1-4-0 3-M 3x4 = 3-M ann Scale=1:10.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=60/Mechanical, 2=201/0-8-0, 4=31/Mechanical Max Horz 2=128(LC 12) Max Uplift 3=-56(LC 12), 2=-201(LC 12), 4=-2(LC 9) Max Grav 3=65(LC 17), 2=201(LC 1), 4=49(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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=201. A. rA�J* No 39380 �-0 : Cc iJ#�ss`0 N A1-��� 1111111 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Job P Truss Truss Type City Ply EVON T14515167 74978 J5 Jack -Open 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:22 2018 Page 1 ID:fxeKT1 sjRxeJn_2WIHcmclzflNo•B7CAtFpUSYwDJR16AU1 Mlh5gdJLY38gBZYzHPyzgK3 -1.4-0 5-0-0 1-4-0 5-M of 3x4 = 5-0-0 Fi-n-n Scale=1:15.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.07 4-7 >863 240 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=113/Mechanical, 2=268/0-8-0, 4=59/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=116(LC 12), 2=-223(LC 12), 4=-5(LC 12) Max Grav 3=119(LC 17), 2=268(LC 1), 4=87(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 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Qt=lb) 3=116, 2=223. �%%����Pg ft No 39380 lo %`%% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 -- WARNING • Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/09/2015 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 °` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p � iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Jab r Truss Truss Type Qty, Ply EVON T14515168 74978 J7 Jack -Open 29 1 Job Reference (Optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:23 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-fBmY5bp6D24ctOEgu?GvzELCI kIH WO_PCI WpryzgK2 -1-0-0 7-0-0 1 4-0 7-0-0 ii 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 4-7 >471 240 BCLL 0.0 Rep Stress Incr YES W3 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.16 4-7 >506 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=164/Mechanical, 2=339/0-8-0, 4=86/Mechanical Max Horz 2=229(LC 12) Max Uplift 3=-173(LC 12), 2=-253(LC 12), 4=-11(LC 12) Max Grav 3=173(LC 17), 2=339(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:19.8 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20e/u BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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.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 atjoint(s) 4 except UtAb) 3=173, 2=253. %%O, NS' A"A�����i No 39380 10 . • 0. 10 . R•,, , Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARN-; - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, notVal a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply EVON T14515169 74978 JA1 JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 s May 12 2018 MiTek Industries, Inc. Mon Jul 912:38:50 2018 Page 1 ID:fxeKT1sjRxeJn_2WnHcmclzflNc yWalBObOcuCVjR9519Ap_EA1NekFiUWeaMYGd2yzp9Z 1-4-0 1-0-0 AND MAX HORZ. REACTIONS SPECIFIED BELOW. BY OTHERS, FT Scale = 1:6.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=148/Mechanical, 4=-0/Mechanical Max Horz 3=-559(LC 12), 4=637(LC 12) Max Uplift 3=-205(LC 12) Max Grav 3=148(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/393 BOT CHORD 2-4=-365/1084 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 13CDL=3.0psf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 3. No 39380 :IZ_ F 8/0 * !,� . % Thomas A. Albani PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 taC�7��Y�q a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p� I� iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Jbb ITruss Truss Type City Ply EVON T74515170 74978 JA3 JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL of 8.130 s May 12 2018 MiTek Industries, Inc. Mon Jul 9 12:40:10 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-cvP_NZZmTH9KjGTRycaE5UhBu?TSgJQ—pwVQPyzpBJ -1-0-0 3-0-0 1-4-0 3-0-0 3xs 11 Scale = 1:10.9 0-8-0 2-4-0 _Plate Offsets KY)—12:0-1-14.0-0-21f2:0-1-4.0-11-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 5 >999 240 Weight: 13 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. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=27/Mechanical, 2=261/0-8-0, 4=5/Mechanical Max Horz 2=128(LC 12) Max Uplift 3=-27(LC 9), 2=-260(LC 12) Max Grav 3=33(LC 17), 2=261(LC 1), 4=30(LC 3) FORCES. (Ib) -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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-4-3, Interior(1) 1-4-3 to 2-11-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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.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. ``�II1 I I ' 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift atjoint 3 and 260 lb uplift at �� S A. '9�Q joint 2. ,�� O�P ♦ , '�•r••�'�C•ENS4�o No 39380 0 -33 4* ., . R.,, �j `�. �'���s'� N A� �`� �E�, Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 p�^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 36610 Job Truss Truss Type Qty Ply EVON T14515171 74978 JAS JACK -OPEN 1 1 .lob Reference (optional) Chambers Truss, Inc., Fort Pierce, FL US II 8,130 s May 12 2018 MiTek Industries, Inc. Mon Jul 9 12:40:26 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-8_N2Ldc?NIuEBVYNJuKtT8N7KRCCvHmfloM?Uyzp53 5-0-0 5-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 4-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.03 4-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wmcl(LL) 0.04 4-9 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=88/Mechanical, 2=310/0-8-0, 4=42/Mechanical Max Horz 2=178(LC 12) - Max Uplift 3=-90(LC 12), 2=-258(LC 12), 4=3(LC 9) Max Grav 3=95(LC 17), 2=31 O(LC 1), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.0 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-4-3, Interior(1) 1-4-3 to 4-11-4 zone; Cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent 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 90 lb uplift at joint 3, 258 lb uplift at joint 2 and 3 lb uplift at joint 4. •E N �.� \ S' •9�i�i No 39380 � -O : : CC 0 N A� Thomas A. Albani PE No.39380 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. -- valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Mal' 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply EVON T14515172 74978 JE3 Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:25 2018 Page 1 ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-baul WHrMITIorB9cnJ2k_OJjurUBQuHIWndtkyzgKO -1-4-0 3-0-0 1-4-0 3-0-0 of 3x4 = Scale=1:10.9 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(ILL) -0.01 4-7 >999 240 Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=60/Mechanical, 2=201/0-3-8, 4=31/Mechanical Max Horz 2=128(LC 12) Max Uplift 3=-56(LC 12), 2=-201(LC 12), 4=-2(LC 9) Max Grav 3=65(LC 17). 2=201(LC 1), 4=49(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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=1b) 2=201. A"A,����i 00 No 39380 O N A' Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 Sol 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab ' Truss Truss Type city Ply EVON T14515173 74978 KJ3 Jack -Partial Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:26 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-3mShjds_WmQfrLkoLOZzXbsoZEoUUt7Q6AWBQAyzgK? -1-5-7 3-2-15 1-5-7 3-2-15 3x4 = 3-2-15 Scale=1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wnd(LL) -0.01 4-7 >999 240 Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=65/Mechanical, 2=218/0-3-10, 4=33/Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-59(LC 12), 2=-220(LC 12), 4=-1(LC 9) Max Grav 3=66(LC 17), 2=218(LC 1), 4=53(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 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-6-1 to 2-8-13, Exterior(2) 2-8-13 to 3-2-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=1b) 2=220. � -�-{n NS' A. o % C; � e `�*i No 39380 :Cc O'• • �v�. OR , s'ON Al-' 00 r1111 I' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 36610 Jdb ' Truss Truss Type City Ply EVON T14515174 74978 KJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:27 2018 Page 1 ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-XzO3wzscH4YV4UJ?vk4C3pP4Ce7NDKNZKgGkycyzgK -1-10-10 3-9-9 7-0-2 r 1-10-10 3-9-9 3-2-9 Scale=1:17.3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.24 4-7 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.15 4-7 >544 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=155/Mechanical, 2=338/0-10-15, 4=83/Mechanical Max Horz 2=176(LC 8) Max Uplift 3=-175(LC 8), 2=-477(LC 8), 4=-135(LC 8) Max Grav 3=156(LC 28), 2=338(LC 1), 4=118(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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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 noncwncurrent 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 atjoint(s) except Qt=lb) 3=175,2=477,4=135. 6) "NAILED" indicates 3-1 Od ,111111111111 4., (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be sufficient to load(s) 301 lb down 203 lb 0�-, tt S A. q4, provided support concentrated and up at 1-6-1 on top chord. The design/selection of such connection device(s) islhe responsibility of others. ,��� \vP; .. .••�G E N S '•. 8) In the LOAD CASE(S) loads to the face ,� �� ' F '•. section, applied of the truss are noted as front (F) or back (B).lo �� : LOADCASE(S) Standard NO 39380 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 "9 Concentrated Loads (lb) �••' ; �((/: Vert: 8=53 11=-11(F=-5, B=-5) • ` ss,O N AL /111111 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, notp�^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI11 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 36610 Jdb Truss Truss Type Qty Ply EVON T14515175 74978 KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:28 2018 Page 1 I D:fxeKT1 sjRxeJri_2WnHcmclzflNo-?9aR8JtE2OgMieuBSRbRcoxHc2TgyhajZU?HT3yzgJz -1-10-10 5-2-9 9-10-1 1-10-10 5-2-9 4-7-8 3x4 = — - LXJ NAILED NAILED 5 3x4 = Scale=1:22.3 5-2-9 5-2-9 9-10-1 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.05 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 41 lb 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 9-10-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=126/Mechanical, 2=474/0-10-15, 5=321/Mechanical Max Horz 2=227(LC 8) Max Uplift 4=-135(LC 8), 2=-414(LC 8), 5=-189(LC 8) Max Grav 4=126(LC 1), 2=535(LC 28), 5=345(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-963/449 BOT CHORD 2-7=-550/853, 6-7=-550/853 WEBS 3-7=-15/271.3-6=908/585 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 C; Encl., GCpi=0.18; MWFRS (directional); 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.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. rr1 I I 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) ��� S A. plate 4=135, 2=414, 5=189. `�� G E N 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. �� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301 lb down and 203 lb up at No 3 9 3 8 0 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard -0 X Z 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �� 441 Uniform Loads (plf) Vert: 1-4=54, 5-8=-20 00 Concentrated Loads (lb) /�Sl •..0 R. , Vert: 11 =53 13=-73(F=-36, B=-36) 15=-11(F=-5, B=-5) 16=-62(F=-31, B=-31) /,S1ONA� r,�`��`` Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 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 36610 Jdb Truss Truss Type Qty Ply EVON T14515176 74978 KJA7 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:29 2018 Page 1 ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNo•TL8pLfutphoDKoTNO86g9EUSgSgJhATsoBIrOVyzgJy -1-10-10 5-2-9 9-10-1 1-10-10 5-2-9 4-7-8 2 3xs 11 .....___ 2X3 II .....___ NAILED NAILED 5 3x4 = Scale = 1:22.3 Io LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.21 BC 0.25 WB 0.28 Matrix -MS DEFL. in Vert(LL) 0.04 Vert(CT) -0.06 Horz(CT) 0.01 (loc) Well L/d 6-7 >999 240 6-7 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 43 lb 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 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 4=126/Mechanical, 2=525/0-11-5, 5=242/Mechanical Max Horz 2=227(LC 24) Max Uplift 4=-134(LC 8), 2=-444(LC 8), 5=-126(LC 5) Max Grav 4=126(LC 1), 2=551(LC 28), 5=272(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-697/294 BOT CHORD 2-7=-361/620, 6-7=-361/620 WEBS 3-6=-660/384 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 bottom live ,11111111111111�/ psf chord 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 where 3-6-0 tall by 2-0-0 o% S A. � areas a rectangle wide will fit between the bottom chord and any other members. ��� Q\V,P•A�e . •' GE N S+ • • '92� ,� •% 4) Refer to for truss to truss connections. `�� •• L F girder(s) 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) No 39380 4=134, 2=444, 5=126. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. •� •� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 101 lb up at 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 'b 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �) �• �i/ LOAD CASE(S) Standard 0.0 TC� Q Q;•• ���� �i O F1 1 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads `' i��'ssi0N, pVert 1(4I�54, ss=-2o Concentrated Loads (lb) 1�?�, Vert: 13=26 15=-48(F=-36, B=-12) 16=1(F=-5, B=7) 17=-45(F=-31, B=-14) Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 p�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall iA.i� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t►iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply EVON T14515177 74978 KJE Jack -Partial Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:30 2018 Page 1 ID:fxeKT1 sjRxeJn_2 WnHcmclzflNo-yYhBZ_vVa?w4xy2aasdvhRI UYsBNQh700oUOYxyzgJx -15-7 2-0-9 1-5-7 2-0-9 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=30/Mechanical, 2=186/0-3-10, 4=12/Mechanical Max Horz 2=99(LC 12) Max Uplift 3=-22(LC 9), 2=-218(LC 12) Max Grav 3=33(LC 17), 2=186(LC 1), 4=30(LC 3) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.6 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt=lb) 2=218. No 39380 / LIZ'' Z Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 job ' Truss Truss Type City Ply EVON T14515178 74978 MV2 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:32 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-uwpy_gwl6cAoBGCyhHgNms6?BfvTubr-JU6zVcgyzgJv 2-M 5 on 3x4 i Scale =1:6.9 SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1=47/2-0-0, 2=34/2-0-0, 3=13/2-0-0 Max Horz 1=32(LC 12) Max Uplift 1=-23(LC 12), 2=-40(LC 12) Max Gram 1=47(LC 1), 2=36(LC 17), 3=25(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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf boftom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. ��� OM • ENS' <e-9 �. �` .• �G• lo No 39380 Ir O ,O N A' 1,�0� Thomas A. Mani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 ii�•�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfP11 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 36610 Jdb " Truss Truss Type Qty Ply EVON T14515179 74978 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:32 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-uwpy_gwl6cAoBGCyhHgNms6vmftwubcJU6zVcgyzgJv 4-0-0 4-0-0 3x4 !;' 3x4 II 2 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 - BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=116/4-0-0, 3=116/4-0-0 Max Horz 1=79(LC 12) Max Uplift 1=-56(LC 12), 3=-89(LC 12) Max Grav 1=116(LC 1), 3=120(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. %%%``�,p,S A.4��ii No 39380 0_ Z 4(1 00 11111111110 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 -- WARNING - Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Bel' i Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not [��^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ii��.�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Jdb Truss Truss Type Qty, Ply EVON T14515180 74978 MV6 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:33 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc,M6NKBOxNswJfoPm9F_BcJ4f7f3DKd 1_Sjmj29GyzgJu 3x4 11 3x4 % 2x3 II 3x4 II Scale = 1:15.7 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 FBC2017/TP12014 CSI. TC 0.27 BC 0.12 WB 0.12 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud n/a' n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=56/6-0-0, 4=84/6-0-0, 5=239/6-0-0 Max Horz 1=129(LC 12) Max Uplift 4=-64(LC 12), 5=-183(LC 12) Max Grav 1=56(LC 1), 4=87(LC 17), 5=249(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-207/406 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ff; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ive load of 20.Opsf n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide truss has been desined for a lany 4) will hfit between the bottoms hord 111 A111111. andis other members. 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 Ib 4 ,,,jJ P A4e plate uplift atjoint(s) except Gt=lb) 5=183. ��� \ter ••�C E N S; ••,'9/, �i� ,���.2.� No 39380 F R ,o N A; Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNING - Verify des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf PI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply EVON T14515181 74978 MV8 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:33 2018 Page 1 ID:fxeKT1 sjRxeJn_2 WnHcmclzflNc-M6NKBOxNswJfoPm9F_BcJ4f4u3BjdOkSjmj29GyzgJu 3x4 11 5 4 3x4 % 2x3 II 3x4 II Scale = 1:20.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=85/8-0-0, 4=112/8-0-0, 5=331/8-0-0 Max Horz 1=180(LC 12) Max Uplift 4=-86(LC 12), 5=-253(LC 12) Max Grav 1=85(LC 1), 4=116(LC 17), 5=344(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/118 WEBS 2-5=269/459 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Gt=lb) 5=253. A. No 39380 CC C� . 'O Noo) I- N A _� t%o Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ® WARNfNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/09/2015 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, see ANSI/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 36610 Jdb Truss Truss Type Qty Ply EVON T14515182 74978 MV10 Valley 1 1 Job Reference (optional) unambers Truss, Inc., Fort Pierce, FL 10-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:31 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-QkFamKw7LJ2xZ6dm8Z98EfZi4FUU96A9FSEx4NyzgJw 3x4 II 3 3x4 i 2x3 5 43x4 II Scale=1:24.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=121/10-0-0, 4=147/10-0-0, 5=408/10-0-0 Max Horz 1=230(LC 12) _Max Uplift 4=-113(LC 12), 5=-312(LC 12) Max Grav 1=121(LC 1), 4=152(LC 17), 5=424(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-282/125 WEBS 2-5=-312/476 Structural wood sheathing directly applied or 6-0-0 cc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 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 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(l) 3-8-12 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 4=113, 5=312. ���,`� • • G•E N S ' • '92 ��i No 39380 lo T y y • • c \ �i • •' • •� R 1 • C? �� 10 N A11 �����• Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Jdb ' Truss Truss Type Qty Ply EVON T14515183 74978 P COMMON 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:34 2018 Page 1 ID:fxeKTt sjRxeJn_2 Wn HcmclzflNo-gJxiOMy?dERWQZLLpiirsHBFCTV3MU9bxQSchiyzgJt -1.4-0 6-0-0 12-0-0 13.4-0 1 4-0 6-0-0 6-0-0 1-4-0 4x6 = 3x4 = ZxJ II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.13 6-12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=519/0-8-0, 4=519/0-8-0 Max Horz 2=-11 O(LC 10) Max Uplift 2=-655(LC 12), 4=-655(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-691/1527, 3-4=-691/1527 BOT CHORD 2-6=-1254/590, 4-6=-1254/590 WEBS 3-6=710/271 Scale:1/2"=l' Io 3x4 = PLATES GRIP MT20 244/190 Weight: 45 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=655, 4=655. tit � A % No 39380 CC Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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, see ANSVfPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Jdo Truss Truss Type Qty Ply EVON T14515184 74978 V4 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:36 2018 Page 1 I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-mh3Tp2zG9rhEftVjw7kJxiHgOGEpgPcuPkxilbyzgJr 2-M 4-0-0 2-0-0 2-M 3x6 = Scale = 1:7.5 5.00 12 2 3 1 3x4 i 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=94/4-0-0, 3=94/4-0-0 Max Horz 1=19(LC 11) Max Uplift 1=-59(LC 12), 3=-59(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 13CDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. ��� �� • C, ENS • •.� 92 �i� No 39380 :cc as O'• • 4ve: 0. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Jdo Truss Truss Type Qty Ply EVON T14515185 74978 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:36 2018 Page 1 ID:fxeKT1 sjRxeJn_2WnHcmclzflNo-mh3Tp2zG9rhEftVjw7kJxiHaVGE?gOHuPkxilbyzgJr 4-0-0 8-0-0 4-0-0 4-0-0 3x4 i 2x3 II 4x4 = 3x4 Scale = 1:14.6 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 Max Horz 1=-49(LC 10) Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=-122(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-166/286 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenbottom other members. o ide mechancaconnection (by others)of tr s 6) Pro bearing icapable of withstanding 100 lb uplift atjoint(s) 1, 3 except Gt=lb) plate 4=122. '9<e ,'�i P ��, Q`y • No 39380 cc .-0.01�1 O P ,: ����• 0 R N AI- %` �` 110 , i1n1111 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. �*R 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 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 36610 Jou Truss Truss Type Qty Ply EVON T14515186 74978 V12 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:35 2018 Page 1 ID:fxeKT1 sjRxeJn_2Wn HCmclzflNcl W4cizdOXZN2jwXNPD4OVkMGtgx5xgIA4C9D9yzgJs 5-10-0 11-8-0 5-10-0 5-10-0 4x5 = 4 3x4 3x4 2x3 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale=1:18.4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a n/a 999 MT20 244/190 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a Code FBC2017/TPI2014 Matrix-S Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=165/11-8-0, 3=165/11-8-0, 4=426/11-8-0 Max Harz 1=-76(LC 10) Max Uplift 1=-117(LC 12). 3=-117(LC 12), 4=-237(LC 12) Max Grav 1=169(LC 21), 3=169(LC 22), 4=426(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-279/363 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-0, Exterior(2) 5-10-0 to 8-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except Qt=lb) 1=117, 3=117, 4=237. %%`�`S, A. %%M GEN\ .�e � S • No 39380 00 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 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 qiTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see- ANSIITP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J& ' • Truss Truss Type city Ply EVON T14515187 74978 VA VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-4-0 3x10 11 3-10.4 3-10-4 2x3 11 4x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:37 2018 Page 1 I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-Eucr1 O_uw9p5H14wUgFYTwpIIgZIZsB2dOh GI1 yzgJq 3-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.00 5 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.00 5 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=238/7-8-8, 6=238f7-8-8, 7=239/7-8-8 Max Horz 8=124(LC 11) Max Uplift 8=265(1_13 12), 6=-265(LC 12), 7=70(1_13 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-221/464, 4-6=-225/462 1-4-0 Scale = 1:19.6 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. — — 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 3-10-4, Exterior(2) 3-104 to 6-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 7 except Ot=lb) 8=265, 6=265. A"�A i11�i % 0M. ��� ``� •' G E N No 39380 o 0 •• �� Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Jdo ` Truss Truss Type Qty Ply EVON T14515188 74978 VB Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:38 2018 Page 1 I D:fxeKT1 sjRxeJn_2 WnHcmclzflNc-j4ADEj?WhSxyvBf62XnnO7Mww4wTIIIBs2OpgTyzgJp 3-10-4 7-8-8 3-10-4 3-10-4 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 4x4 = 2x3 II 3x4 Scale = 1:14.3 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a - n/a 999 MT20 244/190 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a Code FBC2017/TPI2014 Matrix-P Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=118/7-8-8, 3=11817-8-8, 4=248/7-8-8 Max Horz 1=-49(LC 10) Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=-122(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-166/289 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=1511; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) 1, 3 except 0t=1b) 4=122. E N , �ii F. No 39380 .. � • it Thomas A. Albani PE No.39380 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 9,2018 WARNING • Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �A a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII 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 36610 Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'T1fi I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 IX O U o- O 1- 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek° 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 at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless 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 ANSUTPI 1 Quality Criteria.