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=LIFE SAFETY WARNING 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. . If. . I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' SD3n or less 60 degrees or less Bar Tag line If 112 T 112 span---�4ppmx 2J3 to approx. ag Ilnc 112 of Span REFER TO SCSI REFER TO BCSI Truss must be set this way ff crane is used. Truss must be set this way B 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 Irene operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses If are installed. 1J1 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. zl� WARNING ! 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 PLATES 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 instuctionon installing hangers 10d=0.148" x 3" 16d=0.162" x 3.1/2" Hatch Legend WALL HEIGHT 8'-1" VOLUME CEILING .. ;� I HIP CARRIER LOCATED "a DIMENSIONED °"`""°� FABRICATION AGREEMENT Do not stand on trusses until they are braced per CSI &properly nailed to straps and hangersIN\ � TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED ! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! 12 5r 2 4-01 - — 3 { 00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL r The undersigned acknowledges and agrees: '1 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. CORNOER JACK$ ARE NOT BEVELED ENGNE FUN 2. All dimensions in this layout have been verified by the undersigned. 8d 1 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the'i undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss lshall have three (3) business days in which to begin repairs required, to or substitute other trusses, at Chambers option. !After 10 days of delivery remedy will be according to Florida statute 558, 4. The undersigned acknowledges receipt Of 'BCSI' summary sheet by TPI & WTCA. 1 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to d I' zA..°.c.T"Rn re elver because fob site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is ONNNEa JACKS responsible to Chambers Truss for towing costs due to site conditions. Y ""` 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour' CORNER DETAIL fee for revisions. may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no .Invoice will be made on delivery and aid within terms of n agreement a reasonable price. °�Ei,"""o`"°Ta"owNE°R°LARiTV P et ondelwe .Invoice ry may be made at scheduled delivery If buyer cannot accept delivery Y eduledate of'. - - _--'--- Y p e of fabricated --�. ry trusses.. The undersigned Tees to a Chambers asonable a 9 P Yharge Truss re attor neys fee for collections in event of payment not time) made. 1-1 ° 2/° added for all sums not paid within terms. Y Per month service charge will be 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 ; payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the', undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the - recipient. 10, In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to', herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per MiNabonal Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIfTPIfWTCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. DATED 'SIGNED I FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 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 arearequired 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. ®i Trusses must be set and braced per design to prevent injury & damage. _emsli Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse, DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC eilcan er venue Fort Pierce, Florida 34982-6423 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 MITER VERSION 7:4.1.431 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH Assec 1 xus.t County ST. LUCIE CO. Building Department CITY OF PORT ST. LUCIE Wind Design e n Criteria 9 ASCE 2010 Wind Design Method MWFRS(Directionap/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 Conccurent p Bottom Chord Dead 10 3 0 - Total Load 47 7.2 0 Duration Factor 1.25 0 I Wind Speed 160mph Top Chord C.B. Sheathing by builder 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 1 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer andlor Engineer of Record Chambers Truss Inc. Drawing Name: 77006 SCALE: 1 /4" 108 total trusses, 32 unique designs Designer: RAC Reviewed by: Date: 09/24/20 FOR RON RAYMOND DESCRIPTION: Lumber design values'are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by othe S. MiTek , RE: 77006 - KELLY / Q59039 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RON RAYMOND Project Name: KELLY Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21401313 A 9/24/20 15 T21401327 AE 9/24/20 2 T21401314 Al 9/24/20 16 T21401328 B 9/24/20 3 T21401315 A2 9/24/20 17 T21401329 B1 9/24/20 4 T21401316 A3 9/24120 18 T21401330 62 9/24/20 5 T21401317 A4 9/24/20 19 T21401331 133 9/24/20 6 T21401318 A5 9/24/20 20 T21401332 GR1 9/24/20 7 T21401319 A6 9/24/20 21 T21401333 GR2 9/24/20 8 T21401320 A7 9/24/20 22 T21401334 GRA 9/24/20 9 T21401321 A8 9/24/20 23 T21401335 GRB 9/24/20 10 T21401322 A9 9/24120 24 T21401336 J 1 9/24/20 11 T21401323 AA 9/24/20 25 T21401337 J3 9/24/20 12 T21401324 AB 9/24/20 26 T21401338 J5 9/24/20 13 T21401325 AC 9/24/20 27 T21401339 J7 9/24/20 14 T21401326 AD 9/24/20 28 T21401340 J7A 9/24/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. % PQUIN rV�����i No 68182 :5 STATE OF .���'•.< O R .,�ss,O N Joaquin Velez No.68 P MITek USA Inc.c. FL Cart 66 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 Velez, Joaquin 1 of 2 MiTek' RE: 77006 - KELLY / Q59039 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: RON RAYMOND Project Name: KELLY Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 29 T21401341 KJ7 9/24/20 30 T21401342 MV2 9124/20 31 T21401343 MV4 9/24/20 32 T21401344 MV6 9/24/20 2 of 2 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401313 77006 A Hip � 1 1 Job Reference (optional) ����� ���, �•, ����, - oALU s AUg LD LULU IVII r eK rnuu5trres, Inc. r nu aep L9 v4:6tl:94 ZVLU rage i ID: EX?vJnktQbKgAGm8EhGkUryaS2b-pemQh5UilHipE2?kOXrTXuY2N2Cu4UdCTMIdoYyaOHz r1 9-0-0 16-4-9 23 % 31-0-0 35 2-2 40-M Al-0-0 1 4-9-14 4-2-2 7-4-9 7-2-13 7-4-9 4-2-2 4-9-14 1-6-0 qY1 0 5x6 = 5.00 12 4 3x8 = 46 = 3x4 II 5x8 = 26 27 28 5 6 7 29 30 31 8 Scale = 1:70.4 3x4 3x4 3 9 25 32 24 33 2 1 3x5 = 17 16 15 14 13 12 3x8 = 5x6 WB = 3x4 II 3x10 = 46 — 3x4 = 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 FBC2017lrP12014 CSI. TC 0.65 BC 0.62 WB 0.49 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc) Udefl L/d -0.34 14-15 >999 360 -0.67 14-15 >715 240 0.17 10 n/a n/a 0.45 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 197 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-8-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-17. 8-14 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=166(LC 11) Max Uplift 2=-899(LC 12), 10=899(LC 12) Max Grav 2=1564(LC 1). 10=1564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/2361, 3-4=-3024/2097, 4-5=2784/2021, 5-7=-3836/2697, 7-8=-3836/2697, 8-9=-3024/2098, 9-10=-3307/2361 BOT CHORD 2-17=-2058/3027, 15-17=-2406/3836, 14-15=-2406/3836, 12-14=-171512763, 10-12=-2079/3028 WEBS 3-17=-355/402, 4-17=-468/843, 5-17=-1278/850, 5-15=0/278, 7-14=-417/436, 8-14=-860/1298, 8-12=-114/395, 9-12=-357/401 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(l) 2-5-5 to 9-0-0. Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 31-0-0, Exterior(2) 31-0-0 to 36-7-14, Interior(1) 36-7-14 to 41-6-11 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. This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 2=899, 10=899. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �7�• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ■■■��.��� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply KELLY / Q59039 THuss T21401314 77006 Al 1 1 Job Reference (optional) unamoers ,rues, Inc., roR rlerce, r L 8.4ZU s Aug 2b ZUZU MI I eK Industries, Inc. I nu Sep 24 14:39:4b ZUZU Page 1 I D: EX?vJnktQ bKgAG m8Eh GkUryaS2b-H rKou RV KWagg sC axZFN i465H6S aEproMhOVAKyaO Hy r1 6 0 , 5-9-14 11-0-0 17-0-9 22-11-7 29-0-0 34-2-2 40 0 0 A1-6-0 1-0 0 5-9-14 5-2-2 6-0-9 5-10-13 6-0-9 5-2-2 5-9-14 1 6-0 d 5.00 12 5x8 = 3x4 II 4 28 29 5 30 3x6 = 3x8 = 5x6 = 6 731 32 338 Scale = 1:70.4 '19 18 17 16 15 14 13 12 3x5 — 3x4 II 3x4 = 4x6 — 3x8 = 3x4 I 46 — 3x8 = 3x4 II 3x5 — 17-0-9 40-0-0 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/TPI2014 CSI. TC 0.40 BC 0.49 WB 0.88 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Lid -0.26 15-16 >999 360 -0.50 15-16 >962 240 0.15 10 n/a n/a 0.35 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-197(LC 10) Max Uplift 2=-899(LC 12), 10=-899(LC 12) Max Grav 2=1564(LC 1), 10=1564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3319/2284, 3-4=-2828/1999, 4-5=3158/2283, 5-7=3158/2283, 7-8=2582/1930, 8-9=-2829/1998, 9-10=-3319/2284 BOT CHORD 2-19=-1982/3018, 18-19=-1982/3018, 16-18=-1562/2568, 15-16=-1945/3158, 13-15=-1945/3158,12-13=-2002/3018,10-12=-2002/3018 WEBS 3-18=-571/468, 4-18=-171/387, 4-16=-547/849, 5-16=-342/367, 7-13=-836/541, 8-13=-451/787, 9-13=-572/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 29-0-0, Exterior(2) 29-0-0 to 34-7-14, Interior(1) 34-7-14 to 41-6-11 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. This item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. Ig I g g 2=899, 10=899. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data: September 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p� /�- building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafelyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401315 77006 A2 Hip , ' 1 1 Job Reference (optional) 6-9-14 6.4zu s Aug zb zuzu mi I eK Inctustrles, Inc. I nu ID: EX?vJnktQbKgAGm8EhGkUryaS2b-11 tB6nWzHuyWiM977yL 20-0-0 Sx8 = 3x4 II 425 26 5 27 5x8 = 628 29 D 24 14:39:46 2020 Page 1 eS 9svzYLj Vwg Ekt RyaO Hx 40-0-0 41-6-0, Scale = 1:70.4 10 1S 13 '— 11 10 3x5 —_ 3x4 II 3x6 = 3x8 = 3x4 = 3x4 II 3x5 = 3x4 = 3x6 = 20-0-0 40-M 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/TPI2014 CSI. TC 0.44 BC 0.52 WB 0.65 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.22 13 >999 360 Vert(CT) -0.43 11-13 >999 240 Horz(CT) 0.14 8 n/a n/a Wind(LL) 0.30 13 >999 240 PLATES GRIP MT20 244/190 Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=228(LC 11) Max Uplift 2=-899(LC 12), 8=-899(LC 12) Max Grav 2=1564(LC 1), 8=1564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3277/2226, 3-4=-2659/1885, 4-5=2759/2047, 5-6=2759/2047, 6-7=2659/1885, 7-8=-3277/2226 BOT CHORD 2-16=-1919/2973, 15-16=-1919/2973, 13-15=-1422/2399, 11-13=-1443/2399, 10-11=-1939/2973, 8-10=-1939/2973 WEBS 3-16=0/263, 3-15=714/551, 4-15=193/458, 4-13=-366/600, 5-13=-432/441, 6-13=-366/600, 6-11 =-1 93/458, 7-11=715/551, 7-10=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 27-0-0, Exterior(2) 27-0-0 to 32-7-14, Interior(1) 32-7-14 to 41-6-11 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. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 6 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=899, USIn a Digital Signature. g I 9 9 8=899. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data; September 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ■■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Ply KELLY / Q59039 T21401316 77006 JT;r�uss A3 p �Qty 1 1 Job Reference o tional t;namoers I cuss, Inc., Fort Vierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:47 2020 Page 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-EDRZJ7Wb1 C4N5VkJhgPA9XAcsGEYHsre9K_HPtyaOHw r1-&0, 7-7-0 15-M 20-0-0 25-0-0 32-5-0 40-0-0 Al-0-D 1-6-0 7-7-0 7-5-0 5-0-0 7-5-0 7-7-0 5.00 12 5x6 = 3x4 = 5x6 = 4 245 25 6 lb "- 13 -- -- 12 10 3x5 = 3x4 II 46 = 3x8 = 3x8 = 3x4 II 46 = 7-7-0 15-0-0 25-0-0 32-5-0 40-0-0 ' 7-7-0 ' 7-5-0 10-0-0 7_5-D 7_7_0 Scale = 1:71.6 3x5 = Plate Offsets (X,Y)— [3:0-4-0,0-3-01,[4:0-3-0 0-2-4] [6:0-3-0,0-2-4],[7:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.34 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.65 12-13 >742 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.27 12-13 >999 240 Weight: 200 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-259(LC 10) Max Uplift 2=-899(LC 12), 8=-899(LC 12) Max Grav 2=1564(LC 1), 8=1564(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 1 Row at midpt 3-13, 7-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3240/2170, 3-4=-2494/1761, 4-5=2237/1729, 5-6=2237/1729, 6-7=-2494/1761, 7-8=-3240/2170 BOT CHORD 2-15=-1859/3023, 13-15=-1860/3019, 12-13=-1379/2341, 10-12=-1881/2930, 8-10=-1880/2934 WEBS 3-15=01293, 3-13=-829/643, 4-13=347/641, 5-13=-329/233, 5-12=-329/233, 6-12=-347/641, 7-12=-830/643, 7-10=0/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 15-0-0, Exterior(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(2) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 41-6-11 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 pelf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=899,8=899. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ����• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall -C�'•��YOq building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTei(' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401317 77006 A4 Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:48 2020 Page 1 ID: EX?vJnklQbKgAGm8EhGkUryaS2b-iQ?xWrXDoVCEjfI WFNwPikjnZfaaOEHo0-jgxJyaOHv r1-6.0, 6-1-3 11-8-15 17-0-0 23.0-0 28-3-1 33-10-13 40-0-0 1 6-0 ' 6-1-3 5-7.12 5-3-1 6-0-0 5-3 1 5-7-12 6-1-3 5.00 12 5x6 = 626 5x8 = 7 27 v - 15 ou 14 ,a -it Scale = 1:71.1 11 I6 3x4 = 4x6 = 3x8 — 3x4 — 4x6 = 3x4 = 3x6 = 3x5 = , 8-9-14 17-M 1 23-0-0 31-2-2 40-0-0 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 FBC2017lrP12014 CSI. TC 0.39 BC 0.58 WB 0.71 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.20 14 >999 360 -0.42 12-14 >999 240 0.14 11 n/a n/a 0.27 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=285(LC 11) Max Uplift 2=-902(LC 12), 11=782(1_C 12) Max Grav 2=1566(LC 1). 11=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3272/2177, 3-5=-3027/2057, 5-6=2268/1690, 6-7=2049/1638, 7-8=2268/1674, 8-10=-3042/2059, 10-11=-3292/2206 BOT CHORD 2-17=-1943/3055, 15-17=-1609/2517, 14-15=-117712050, 12-14=-1583/2505, 11-12=-1932/3009 WEBS 3-17=-376/327, 5-17=-189/512, 5-15=687/553, 6-15=-329/558, 7-14=-3351664, 8-1 4=-693/559, 8-12=-249/516, 10-12=387/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 17-0-0, Exterior(2) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 23-0-0, Exterior(2) 23-0-0 to 28-7-14, Interior(1) 28-7-14 to 40-0-0 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. This Item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = IO.Opsf. sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. Ig g g 2=902, 11=782. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 24,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� l MGM( 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Parke Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 3ast Tampa, Job Truss Truss Type Qty Ply KELLY / Q59039 �A5 T21401318 77006 Hip 1 1 Job Reference (optional) Chambers truss, Inc., fort Fierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:49 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-AcZJkpYrZpK5Kptio5ReEyGys3uYllwxceTOTlyaOHu r1-6-0, 6-9-3 12-10-10 19-0.0 21-0-0 27-16 33-2-13 40-0-0 1 6-0 ' 6-9-3 10 6-1 6 2-0-0 6-1.6 6-1-6 6-9-3 5x6 = 5.00 12 5x8 = 26 i/ <o iota 15 14 3u 13 31 12 3x4 = 4x6 = 3x5 = 3x8 = 3x4 = 4x6 = 3x4 = Scale = 1:70.6 4x5 = 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/TPI2014 CSI. TC 0.41 BC 0.66 WB 0.49 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.26 12-14 >999 360 -0.52 12-14 >925 240 0.14 11 n/a file 0.27 14 >999 240 PLATES GRIP MT20 244/190 Weight: 214 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 8-14 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=316(LC 11) Max Uplift 2=-902(LC 12). 11=782(LC 12) Max Grav 2=1566(LC 1). 11=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3227/2054, 3-5=-2952/1920, 5-6=2090/1502, 6-7=1874/1474, 7-8=2087/1510, 8-10=-2966/1951, 10-11 =-3244/21 10 BOT CHORD 2-17=-182113118, 15-17=-1458/2508, 14-15=-975/1870, 12-14=-143112414, 11-12=-1833/2962 WEBS 3-17=-411/360, 5-17=-208/613, 5-15=832/618, 6-15=-403/620, 7-14=-364/662, 8-14=-842/625, 8-12=-264/628, 10-12=420/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Inlerior(1) 2-5-5 to 19-0-0, Exterior(2) 19-0-0 to 26-7-14, Interior(1) 26-7-14 to 40-0-0 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, This Item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = IO.Opsf. Sealed by Velez, Joaquin, PE 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 2=902, 11=782. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and property incorporate this design Into the overall �- building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KELLY / Q59039 T21401319 77006 A6 Common 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:50 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-eo7hx9ZTK7SyyzSuMoytn9o7QTEOU5r5rICxOCyaOHt 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 7-1-3 6-5 6 6-5-6 6-5.6 6-5-6 7-1-3 �1 0 4x5 = 10-3-14 10-3-14 5x6 = 5.00 12 3x4 = 46 = 3x8 = 4x6 = 3x4 = 29-8-2 0-3-14 Scale = 1:68.3 4x5 = Plate Offsets (X,Y)— [2:0-1-2,Edge], [4:0-3-0,Ed e], [8:0-3-0 Edge] [10:0-1-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.28 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.52 13-15 >920 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.14 10 n/a nla BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.27 13 >999 240 Weight: 195 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=332(LC 11) Max Uplift 2=-902(LC 12), 10=-782(LC 12) Max Grav 2=1566(LC 1). 10=1484(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3204/1941, 3-5=-2911/1795, 5-6=2016/1383, 6-7=2016/1397, 7-9=2923/1851, 9-10=-3220/2021 BOT CHORD 2-15=-169813130, 13-15=-130112482, 11-13=-1289/2358, 10-11 =1 747/2938 WEBS 6-13=-714/1185, 7-13=-871/604, 7-11=-281/656, 9-11=-447/433, 5-13=-866/600, 5-15=-230/644, 3-15=-438/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 40-0-0 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, with BCDL = 10.Opsf. 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 Gt=lb) 2=902, 10=782. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Pal building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401320 77006 A7 Roof Special 1 1 Job Reference (optional) Chambers I cuss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:51 2020 Page 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-0_h49Ua55Qapa715wW1-6JNLCZtVjDXwE4yyVYeyaOHs 11-6-0 , 7-10-0 15-0-0 20-0-0 27-1-0 33-2-10 40-0-0 '1-0-0 ' 7-10-0 ' 7-2-0 5-0.0 7-1-0 6-1-10 6-9-6 5x6 = 5.00 12 Scale = 1:69.5 11 10 4x10 2.50 12 3x4 11 4x8 = 3x6 15-0-0 40-M 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 FBC2017frP12014 CSI. TC 0.79 BC 1.00 WB 0.97 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Ildefl L/d -0.71 12-13 >678 360 -1.36 12-13 >352 240 0.79 9 n/a n/a 0.91 12-13 >525 240 PLATES MT20 MT18HS Weight: 203 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14, 5-13 10-12,8-12: 2x4 SP M 30 2 Rows at 1/3 pts 7-13 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=332(LC 11) Max Uplift 2=-901(LC 12), 9=782(LC 12) Max Grav 2=1566(LC 1), 9=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5683/3306, 3-5=-4681/2768, 5-6=-3075/1914, 6-7=-3098/1908, 7-8=-6310/3697, 8-9=-3308/2032 BOT CHORD 2-15=-2998/5277, 14-15=-3006/5291, 13-14=-2253/4202, 12-13=-3279/5966, 7-12=-993/1908,9-10=-1758/3003 WEBS 3-15=0/261, 3-14=1048/664, 5-14=619/1240, 5-13=-1787/1124, 6-13=-1150/2018, 7-13=-3333/2065, 10-12=-1936/3304, 8-12=-1442/2762, 8-10=-1386/909 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate This item has been grip DOL=1.60 electronically signed and 3) All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' using a Digital Signature. 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. Printed copies Of this 6) Refer to girder(s) for truss to truss connections. document are not Considered 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signature must be Verified 2=901, 9=782. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 IIIIIIIIIIII ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401321 77006 AS Roof Special 1 1 Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 2414:39:52 2020 Page 1 ID: EX?vJnktQbKgAGmBEhGkUryaS2b-aBFSMgajskigCHcH UD?LsauPXHu?yOMNJch244yaOHr r1 6-0 , 6-10-0 13-0-0 20-M 27-1-0 33-2-10 40-0-0 '1-6-0 ' 6-10-0 i 6-2-0 7-0-0 7-1-0 6-1-10 6-9-6 Scale = 1:69.5 5x6 = 5.00 12 11 10 3x10 = 2.50 12 3x4 II 4x8 = 3x6 = 13-0-0 33-2-10 40-0-0 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/TPI2014 CSI. TC 0.64 BC 0.80 WB 0.89 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.60 14-15 >800 360 -1.13 14-15 >427 240 0.64 9 n/a n/a 0.78 14-15 >615 240 PLATES MT20 MT18HS Weight: 202 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. 2-14: 2x4 SP M 31 WEBS 1 Row at midpt 5-13, 7-13 WEBS 2x4 SP No.3 *Except* 10-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=332(LC 11) Max Uplift 2=-901(LC 12), 9=782(LC 12) Max Grav 2=1566(LC 1). 9=1478(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5666/3298, 3-5=-4988/2969, 5-6=-2885/1790, 6-7=-2888/1808, 7-8=-5325/3160, 8-9=-3306/2032 BOT CHORD 2-15=-2995/5275, 14-15=-3006/5293, 13-14=-2480/4506, 12-13=-2746/4996, 7-12=-771/1492,9-10=-1758/3001 WEBS 3-14=-701/442, 5-14=-612/1252, 5-13=-2161/1351, 6-13=-994/1796, 7-13=-2563/1630, 10-12=-188413212, 8-12=-948/1854, 8-10=-1176/786 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate This item has been grip DOL=1.60 electronically signed and 3) All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • using a Digital Signature. 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. Printed Copies of this 6) Refer to girder(s) for truss to truss connections. document are not considered 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) signature must be verified 2=901, 9=782. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R�iTeic"• 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 iVl 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401322 77006 A9 Roof Special 1 1 1 Job Reference (optional) I.... wc. o .. u—, a —, ru.l rIC1 ue, rL OALU 5 Aug LO LULU Ant I eK Inausme5, Inc. I nu oep L4 i c itc O6 LULU rage 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-2NogaAbMd2gXpQBT1 wWaPoQa4gFwhT6XXGRbcXyaOHq r1-6-0, 5-10.0 11-0-0 18-10-8 21-1-8 , 26-0-12 31-0-0 35-4-4 40-0-0 1E-0 ' 5.10-0 5-2-0 7-10-8 2-3-0 4-11-4 4-11 4 4-4-4 44 22 �1 0 3x10 = 5.00 1Sx8 2 5x6 = 5 6 5x8 23 24 Sx8 7 4 3x4 3 17 3x4 11 2.50 12 16 7x8 MT18HS = 5x6 = 3x4 II t 4x12 = 10 15 14 13 12 4x8 11 3x4 = 3x8 = 5x6 WB = 6x10 = 2x3 = 18 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 0-0 11-0-0 1 18-10-8 , 21-1-8 , 31-0-0 40-M Scale = 1:73.5 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 FBC2017ITP12014 CSI. TC 0.66 BC 0.76 WB 0.86 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.63 12-14 >764 360 Vert(CT) -1.31 12-14 >366 240 Horz(CT) 0.72 18 n/a n/a Wind(LL) 0.86 12-14 >556 240 PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 214 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x4 SP M 30 `Except* except end verticals. 2-16: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-11 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 4-15, 7-14, 9-11 10-18,7-12,9-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=Mechanical Max Horz 2=255(LC 12) Max Uplift 2=-888(LC 12), 18=790(LC 12) Max Grav 2=1560(LC 1), 18=1473(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5584/3520, 3-4=-5257/3429, 4-5=-2853/1905, 5-6=-2577/1834, 6-7=-2830/1923, 7-8=-6905/4359, 8-9=-6107/3812, 11-18=-1473/940 BOT CHORD 2-17=-3460/5178,16-17=-3476/5204,15-16=-3127/4657,14-15=-1638/2574, 12-14=-2364/3631, 11-12=2330/3548 WEBS 3-16=-347/197, 4-16=-709/1254, 4-15=2292/1586, 5-15=470/802, 6-14=-626/932, 7-14=-1319/992, 7-12=-2008/3376, 8-12=-2827/1854, 9-12=-1592/2746, 9-11=-3669/2437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 18-10-8, Exterior(2) 18-10-8 to 25-1-8, Interior(1) 25-1-8 to 39-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 This item has been plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for live load Printed copies of this a 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. document are not considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) on any electronic copies. 2=888, 18=790. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 69g4 Parke East Blvd. Tampa FL 33610 Date; September 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KELLY / Q59039 T21401323 77006 AA Roof Special 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:54 2020 Page 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-WZMCnWc_OLyORamfbel px?zk04aYQwSgmwA99zyaOHp r1-0 0, 4-10-0 9-0-0 16-10-8 23-1-8 29-0-0 34' 4 40.0-0 '1-6-0 ' 4-10-0 ' 4-217-10-8 6-3-0 5-10-8 5-4-4 5-7-12 Scale = 1:73.9 5.00 12 5x6 = 5x8 = 5 24 25 6 5x6 23 26 6x8 = 3x4 II 5x6 = 7 8 9 4 r; 3x4 ci 7 3 6 22tov 10 in 2 16 15 14 13 12 11 3x4 Icb 17 7x8 MT18HS = 3x10 = 3x4 I1 5x10 = 24= 3x4 11 Sx8 MT18HS = 18 3x4 = 3x10 2.50 12 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 4-10-0 9-0-0 16-10-8 i 23-1-8 29-0-0 3411 40-0-0 ' 4-16-0 4-2-0 7-10-8 6-3-0 5-10-8 5-4�1 5-7-12 Plate Offsets (X,Y)— [2:0-0-9,Edge],[4:0-2-12,0-3-4] [5:0-3-0 0-2-4],[6:0-5-12 0-2-8] [7:0-5-4 0-3-4] [18:0-1-4 0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.48 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.96 15-16 >496 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.49 18 file n/a BCDL 10.0 Cade FBC2017rrP12014 Matrix -MS Wind(LL) 0.67 15-16 >712 240 Weight: 214 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-16: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-15, 7-14, 7-11 9-18,9-11:2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 18=Mechanical Max Horz 2=300(LC 12) Max Uplift 2=-883(LC 12), 18=-794(LC 12) Max Grav 2=1560(LC 1), 18=1473(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5449/3562, 3-4=-5518/3741, 4-5=3018/2061, 5-6=-2728/2012, 6-7=2968/2041, 7-8=-2478/1657, 8-9=-2478/1657, 10-18=-1473/979, 9-10=-1416/989 BOT CHORD 2-17=-3546/5042, 16-17=-3569/5078, 15-16=-3530/4956, 14-15=1819/2707, 12-14=-2734/4041, 11-12=-2732/4046 WEBS 4-16=-714/1199, 4-15=-2409/1726, 5-15=-409/761, 6-15=206/252, 6-14=-422/770, 7-14=-1503/1039,7-11=-1783/1222,8-11=-326/320,9-11=-1846/2757 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 16-10-8, Exterior(2) 16-10-8 to 20-10-8, Interior(1) 20-10-8 to 23-1-8, Exterior(2) 23-1-8 to 27-1-8, Interior(1) 27-1-8 to 39-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • using a Digital Signature. 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. Printed copies Of this 7) Refer to girder(s) for truss to truss connections. document are not Considered 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=883, 18=794. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 8904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply KELLY / Q59039 FAB T21401324 77006 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., I -on Hlerce, t-L 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:56 2020 Page 1 ID:EX?vJnktQbKgAGmBEhGkUryaS2b-TyUzCCdEwzC6guw2j33HOQ21 GuEgugOzDEfFDryaOHn r1-0-0, 7-0-0 1410-8 20.0-0 25-1-8 27-0-0 33-4 4 40-0-0 7-0-0 7-10-8 5-1-8 5-1-8 1-10 8 6 45 6-7-12 Scale = 1:73.9 5.00 12 5x8 = 3x4 II 5x6 = 5 25 6 26 7 5x12 = 3x4 II 4x6 = 4x6 = 3x8 = 06 = I.. , � — 3x10 = 2.50 12 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 7-0-0 14-10-8 20.0-0 25-1.8 27-0-0 33 4 4 40-0-0 7-0-0 7-10 8 5-1-8 5-1 8 1-10-8 6 4-4 6-7-12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [4:0-2-0,0-3-4], [5:0-5-4 0-2-4] [7:0-3-0,0-2-4] [19:0-1-4 0-1-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.48 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.96 17-18 >496 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.41 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.68 17-18 >705 240 Weight: 219 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 30 *Except* BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. 2-18: 2x4 SP M 31 WEBS 1 Row at midpt 3-17. 8-12, 10-12 WEBS 2x4 SP No.3 *Except* 10-19: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 19=Mechanical Max Horz 2=344(LC 12) Max Uplift 2=-878(LC 12), 19=-800(LC 12) Max Grav 2=1560(LC 1). 19=1473(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5709/3896, 3-5=-3138/2141, 5-6=300812170, 6-7=-3008/2170, 7-8=3427/2372, 8-9=-2004/1367, 9-10=-2004/1367, 11-19=-1473/993, 10-11 =-1 408/1005 BOT CHORD 2-18=-3908/5303, 17-18=-3771/5094, 15-17=-2048/2843, 14-15=-195012779, 12-14=-2149/3123 WEBS 3-18=-69911141, 3-17=-2413/1773, 5-17=-351/677, 5-15=167/420, 6-15=302/298, 7-15=-244/476, 8-14=-763/604, 8-12=1336/933, 9-12=403/396, 10-12=-1600/2340, 7-14=-609/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 14-10-8, Exterior(2) 14-10-8 to 18-10-8, Interior(1) 18-10-8 to 25-1-8, Exterior(2) 25-1-8 to 27-0-0, Interior(1) 27-0-0 to 39-10-4 zone;C-C for members This item has been and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI1TPl 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) on any electronic copies. 2=878, 19=800. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart OB34 6904Parke East Blvd. Tampa FL 33610 Date: September 24,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notVal a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall � p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401325 77006 AC Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:56 2020 Page 1 ID: EX7vJnktQbKgAGm8EhGkUryaS2b-TyUzCCdEwzC6guw2j33HOQ20zuDGugrzDEfFDryaOHn 11-%0 5-0-0 12-10-8 19-7-0 26-3-8 33-0-0 40.0-0 1-6-0 5-0.0 7-10-8 6-8-8 6-8-8 6-8.8 7-0-0 5x8 = 3x4 = 3x4 = 4x6 = 3x5 = r,— 4 24 25 5 26 6 727 8 4x6 = 7x8 MT18HS = 6x8 = 4x6 = 3x4 = 4x6 = 3x5 = 4x6 = 3x4 = 3x10 2.50 12 5-M 40-0-0 Scale = 1:72.6 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/TPI2014 CSI. TC 1.00 BC 0.91 WB 0.86 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.44 16-17 >999 360 -0.89 16-17 >537 240 0.35 18 n/a n/a 0.62 16-17 >769 240 PLATES MT20 MT18HS Weight: 215 lb GRIP 244/190 244/190 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 30 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. 2-17: 2x4 SP M 31 WEBS 1 Row at midpt 3-16, 8-12, 9-11 WEBS 2x4 SP No.3 *Except* 9-18: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 18=Mechanical Max Horz 2=341(LC 12) Max Uplift 2=-878(LC 12), 18=-800(LC 12) Max Grav 2=1560(LC 1), 18=1473(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5701/4038, 3-4=-3185/2170, 4-5=2935/2139, 5-6=-3302/2307, 6-8=2977/2029, 8-9=-1921/1290, 10-18=-1473/981, 9-1 0=-1 4071994 BOT CHORD 2-17=-4071/5293, 16-17=-3924/5074, 14-16=-2307/3302, 12-14=-2029/2977, 11-12=-1290/1921 WEBS 3-17=-687/1071, 3-16=-2300/1832, 4-16=-395/802, 5-16=468/296, 6-14=335/399, 6-12=-571/533, 8-11 =-1 105/886, 8-12=891/1272, 9-11 =1 522/2263 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5. Interior(1) 2-5-5 to 12-10-8, Exterior(2) 12-10-8 to 18-6-6, Interior(1) 18-6-6 to 39-10-4 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. This Item has been 3) All plates are MT20 plates unless otherwise indicated. electronically Signed and 4) This truss has been designed for a 10.0 pair bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 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 Si using a Digital al Si Signature. will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. Printed copies this 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signature must be verified z-s78,18-soo. on any electronic copies. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6834 8904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. '-'�• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply KELLY / Q59039T21401326 77006 AD Half Hip [ty 1 Job Reference o tional Chambers I cuss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 2414:39:57 2020 Page 1 ID: EX7vJnktQbKgAGm8EhGkUryaS2b-x82LPYeshGKzl2UEGmaWzebBllaudFS7SuPpllyaOHm L-6-0, 3-0-0 10-10-8 18-1-0 25-3-8 32-6-0 40-0-0 1-0 0' 3-0-0 7-10 8 ' 7-2 8 7-2-8 7-2-8 7.6-0 Scale = 1:72.3 5.00 12 5x8 = 3x4 = 3x4 = 3x6 = 3x5 = 4x8 = 4 24 25 5 626 7 27 8 9 1b .. ._ 12 10 7x8 MT18HS = 4x10 = 5x6 WB = 3x4 = 3x5 = 3x6 = 4x8 = 3x4 = 3x10 2.50 12 3-0-0 10-10-8 18-1-0 20-5-13 25-3-8 30-1-3 32.6-0 40-0-0 3-0-0 7-10-8 7-2-8 2-0-13 d-9_11 d_a-11 2�13 7rvi Plate Offsets (X,Y)— [2:0-0-9,Edge], [4:0-4-0,0-1-13], [11:0-3-8,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.38 14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.75 16-17 >638 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.28 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.53 13-14 >910 240 Weight: 212 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-17: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 9,18: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=Mechanical Max Horz 2=297(LC 12) Max Uplift 2=-884(LC 12), 18=-794(LC 12) Max Grav 2=1560(LC 1), 18=1473(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-3 oc bracing. WEBS 1 Row at midpt 3-16, 8-13, 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5392/3880, 3-4=-3199/2159, 4-5=-2957/2132, 5-6=3619/2493, 6-8=-3394/2284, 8-9=-2243/1489, 10-18=-1473/971, 9-1 0=-1 402/985 BOT CHORD 2-17=-3888/4986, 16-17=-3755/4769, 14-16=-2493/3619, 13-14=2284/3394, 11-13=-1489/2243 WEBS 3-17=-548/893, 3-16=-1969/1659, 4-16=-382/795, 5-16=769/507, 6-14=-241/270, 6-13=-505/490, 8-11 =-I 077/868, 8-13=914/1323, 9-11=1676/2521 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 10-10-8, Exterior(2) 10-10-8 to 16-6-6, Interior(1) 16-6-6 to 39-10-4 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=884,18=794. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tS Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek* 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401327 77006 AE Half Hip . 1 1 Job Reference o tional Chambers I russ, Inc., tort Fierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:58 2020 Page 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-PLcjdufUSaSgwC3RgU516r7PQh JMn8GhY9MIkyaOHl r1-s-o 1-0-o a-11-a t3-10.8 16-8-12 24-5-4 32-1-12 40-0-0 t-0-0 3.11-4 3-11-4 7.10-4 7-8-8 7-8-8 7-1074 Scale = 1:72.3 5.00 12 5x8 = 4x6 = 3x8 = 3x6 = 5x6 = 4 27 28 29 5 6 730 31 8 9 10 21 19 -10 17 16 15 14 13 12 11 5x6 5x10219 12 4x6 =WO = 6x8 = 5x10 = j-0-0, 4-11-4 8- -8 16-8-12 24-5-4 32-1-12 40-0.0 -O-O 3-11-4 3-11-4 7-104 751 7-8-8 7_1n-a Plate Offsets (X,Y)— [2:0-5-7,Edge], [4:0-5-12,0-2-8] [6:0-3-0 Edge], [13:0-4-0,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.35 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.69 14-15 >697 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.17 21 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.48 14-15 >992 240 Weight: 211 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 10-21,4-15,7-15,7-12,10-12: 2x4 SP M 30 WEBS REACTIONS. (size) 2=0-8-0, 21=Mechanical Max Horz 2=252(LC 12) Max Uplift 2=-888(LC 12), 21=789(LC 12) Max Grav 2=1560(LC 1). 21=1473(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3466/2400, 3-4=-3068/2102, 4-5=3989/2704, 5-7=3989/2704, 7-9=2597/1704, 9-10=-2597/1704, 11-21=-1473/961, 10-11 =-1 399/976 BOT CHORD 2-19=-2368/3104, 18-19=-2322/3086, 17-18=-2372/3135, 15-17=-2006/2810, 14-15=-2568/3871, 12-14=-2568/3871 WEBS 4-17=-156/384, 4-15=-841/1301, 5-15=452/473, 7-14=0/300, 7-12=-1410/957, 9-12=-449/444, 10-12=-1855/2823, 3-17=-432/416 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-7-0 oc bracing. 1 Row at midpt 7-12, 10-12 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 2-5-5, Interior(1) 2-5-5 to 8-10-8, Exterior(2) 8-10-8 to 14-6-6, Interior(1) 14-6-6 to 39-10-4 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) All plates are 3x4 MT20 unless otherwise indicated. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. a Digital Signature. using 9 9 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) signed and sealed and the 2=888, 21=789. signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 8904 Parke East Blvd. Tampa FL 33610 Data: September 24,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek' 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 iVliTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPIi Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply KELLY / Q59039T21401326 r 77006 B 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:39:59 2020 Page 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-tXA5gEg6DubgXLedOBd_e3gjv5L35L5PwCuwgAyaOHk 1 6-0 , 4-9-14 9-0-0 14-0-0 19-0-0 23 2-2 28-0-0 29-6-0 1�-0 4-9-14 ' 4-2-2 5-0-0 5-0-0 4-2-2 4-9-14 1-6-0 3x5 = 4x4 = 3x4 = 4x4 = 4 20 5 21 6 3x8 = 4x6 = 3x8 = Scale = 1:50.9 3x5 = 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 FBC2017lrP12014 CSI. TC 0.25 BC 0.52 WB 0.25 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.15 10-12 >999 360 -0.33 10-12 >999 240 0.07 8 n/a n/a 0.14 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=147(LC 11) Max Uplift 2=-664(LC 12), 8=664(LC 12) Max Grav 2=1120(LC 1). 8=1120(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2193/1568, 3-4=-1885/1306, 4-5=1712/1276, 5-6=-171211276, 6-7=1885/1306, 7-8=-2193/1568 BOT CHORD 2-12=-1329/2003, 10-12=-116611903, 8-10=-1353/2003 WEBS 3-12=-364/399, 4-12=-237/487, 5-12=-342/291, 5-10=-342/291, 6-10=-237/487, 7-10=-365/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-0-0, Exterior(2) 19-0-0 to 23-4-6, Interior(1) 23-4-6 to 29-6-11 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) sealed by Velez, Joaquin, PE 2=664, 8=664. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33810 Date: September 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Val 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply KELLY / Q59039 TrussType T21401329 77006 61 1 1 Job Reference (optional) Chambers I cuss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:00 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-LjkT2Zhl_BjX9VDpyuBDBGDtvVjRglzz8seTMdyaOHj 1 6-0 5-9-14 11-0-0 17-0-0 22-2-2 28-0-0 29 6-0 1 8-0 5-9-14 51f- 6-0-0 5-2-2 5-9-14 1.8-0 4x6 = 22 23 24 25 46 = 3x4 = 2x3 11 3x4 = 3x6 = 3x4 = 2x3 11 3x4 = Scale = 1:50.9 I�. 5-9-14 11-0-0 17-0-0 22-2-2 28-0-0 5-9-14 5-2-2 6-0-0 5-2-2 5-9-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.28 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.36 9-10 >932 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.22 12-13 >999 240 Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-664(LC 12), 7=664(LC 12) Max Grav 2=1120(LC 1). 7=1120(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2218/1481, 3-4=-1717/1202, 4-5=155511166, 5-6=1717/1202, 6-7=2218/1481 BOT CHORD 2-13=-1238/2128, 12-13=-123812128, 10-12=-841/1593, 9-1 0=-1 26211998, 7-9=-1262/1998 WEBS 3-12=-618/468, 4-12=-1401399, 5-1 0=1 40/399, 6-10=-618/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 17-0-0, Exterior(2) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-6-11 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 2=664, 7=664. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not�oj [�® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �-p•Y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTe 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 Qualify Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401330 77006 B2 ROOF TRUSS . 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:01 2020 Page 1 ID: EX?vJnktQbKgAGmBEhGkUryaS2b-pwHsFvhNkVrOnfoOVcfSjUluTvy4ZDTiN WNOu3yaOHi 1 6 0 6-9-14 10 4 4 13-0-0 15-0-0 17-7-12 21-2-2 28-0-0 29 6-0 1F-0 6-9-14 3-0 6 2-7-12 2-0 0 2-7-12 3 6 6 6-9-14 1 6 0 d 3x4 = 5.00 12 2x3 I I 6x8 = 5x6 = 5x6 = 6 25 26 7 6x8 = 2x3 II 3x4 = Scale = 1:51.7 I�. 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 ]nor YES Code FBC2017f rPI2014 CS1. TC 0.95 BC 0.80 WB 0.33 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Lid -0.50 14-15 >679 360 -0.90 14-15 >373 240 0.07 11 n/a n/a 0.41 14-15 >819 240 PLATES GRIP MT20 244/190 Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30'Except- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-200(LC 10) Max Uplift 2=-621(LC 12). 11=-621(LC 12) Max Grav 2=1262(LC 18). 11=1262(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2535/1278, 3-5=-2093/1045, 5-6=1718/962, 6-7=1782/1003, 7-8=-1718/962, 8-10=-2092/1045,10-11=-2536/1278 BOTCHORD 2-16=-1038/2450, 15-16=-1038/2450, 14-15=-636/1819, 13-14=-1063/2301, 11-13=-1063/2301 WEBS 3-15=-781/541, 10-14=-782/541, 5-15=-230/772, 8-14=-230/772 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 12-9-15, Exterior(2) 12-9-15 to 19-4-15, Interior(1) 19-4-15 to 29-6-11 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. This item has been 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 electronically signed and will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-7, 7-8 Sealed by Velez, Joaquin, PE 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Printed Copies Of this 2=621, 11=621, document are not considered 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 ' T21401331 77006 B3 ATTIC 6 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 2414:40:02 2020 Page 1 ID: EX?vJnktQbKgAGmSEhGkUryaS2b-H6rETFi?VpzFOpNC3JAhGh15GJHRld9scA7aRVyaOHh 14-0.0 15.7.5 -1.6.0 5-6-0 10.4-4 12.4.11 13-1-1$ 1A-10-3 17-7-12 22-6-0 28-0-0 2&6.0 ' 1.6.0 4-10-4 ' 2.0-7 -9-2 10-3 2.0.7 410-4 5-6-0 0-10-3 0-9-2 Scale = 1:50.1 3x6 = 3x8 = 5.00 12 3x8 = 7 8 2x3 I I 25 5 3x6 i 3x4 ':�_ 4 3 24 2 641 n 1s 26 2x3 I I 9 3x6 10 3x4 11 27 12 13 ]o 15 14 3x4 — 2x3 II 6x8 = 6x8 = 2x3 II 3x4 = 5 6 0 1044 17-7-12 22 6-0 28-0-0 4-10-4 7-3-8 1-IN5�-0 Plate Offsets (X,Y)— [2:0-1-2,Edge], [7:0-3-0,Edge] [12:0-1-2 Edge] [15:0-3-8,Edge], [16:0-3-8,Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.51 15-16 >660 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.91 15-16 >371 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0,08 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wtnd(LL) 0.40 15-16 >846 240 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 1-4,10-13: 2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=216(LC 11) Max Uplift 2=-619(LC 12), 12=619(LC 12) Max Grav 2=1266(LC 18), 12=1266(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2643/1217, 3-5=-2132/946, 5-6=1782/907, 6-7=-706/1773, 7-8=-706/1773, 8-9=-1782/907,9-11=-2132/946,11-12=-2644/1216 BOT CHORD 2-17=-988/2577, 16-17=-988/2577, 15-16=-595/1883, 14-15=-1025/2416, 12-14=-1025/2416 WEBS 9-15=-128/647, 11-15=-753/475, 5-16=128/647, 3-16=-753/475, 6=8=-3770/1726 Structural wood sheathing directly applied or 4-1-9 oc purlins. Rigid ceiling directly applied or 7-1-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD1L=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 29-6-11 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 This item has been will fit between the bottom chord and any other members. electronically signed and 5) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-8 sealed by Velez, Joaquin, PE 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=619, 12=619. Printed copies of this 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE, document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. S3fetylnf0nnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 l Job Truss Truss Type Qty Ply KELLY / Q59039 T21401332 77006 GR1 HALF HIP GIRDER 1 2 L Job Reference o tional is iai uuci a , i uae, a ic., run ne,ce, rL 6.42U S Aug Zb ZUZU MI I eK lraustrles, Inc. I nu Sep Z4 14:40:01 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2be3f7Wzm8KLbYVaF9stmszl?zGKzlztZblRgL6jyaOHc r1-0-0 , 3-9-14 7-0-0 12-0-8 17-11� 23 4-0 28-8-12 34-1 8 39 8-0 1 6 0 3-9-14 3-2-2 5 6 8 5 4-12 5 4-12 5-4-12 5 4-12 5 6 8 5x8 MT18HS = 5.00 12 3x4 II '2 d -_ 3x4 II 3x8 =5x8 MT18HS WB = 4x8 = 4x6 = 3x4 11 Scale = 1:69.5 5x6 = 1 38 20 39 40 1941 18 42 43 17 44 45 16 15 46 47 14 48 49 50 13 51 52 12 I I 3x6 = 3x4 11 5x8 MT18HS = 3x4 11 3x10 = 3x63x4 I I 5x10 = 4x10 = 5x8 MT18HS = 3-9-14 , 7-M , 12-6-8 1 17-11-4 23.4-0 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 NO Code FBC2017/TPI2014 CSI. TC 0.67 BC 0.94 WB 0.54 Matrix -MS DEFL. in (loc) Udefl L/d Vert(LL) 1.16 16-17 >407 240 Vert(CT) -0.97 16-17 >489 .240 Horz(CT) -0.23 12 n/a n/a PLATES MT20 MT18HS Weight: 404 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. 3-19,5-19,5-16,8-16,8-13,11-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-3-8 Max Horz 2=210(LC 8) Max Uplift 12=-3115(LC 8), 2=3013(LC 8) Max Grav 12=3143(LC 1),2=3108(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7191/7096, 3-4=-9618/9688, 4-5=-9618/9688, 5-7=10592/10645, 7-8=-10592/10645, 8-10=-5207/5224, 10-11=-5207/5224, 11-12=-2990/2985 BOT CHORD 2-20=-6597/6568, 19-20=-6639/6608, 17-19=-10945/10888, 16-17=-10945/10888, 14-16=-8731/8691, 13-14=-8731/8691 WEBS 3-20=-846/819, 3-19=-3458/3500, 4-19=-341/282, 5-19=1480/1434, 5-17=-587/588, 5-16=-338/342, 7-16=-314/270, 8-16=2183/2168, 8-14=607/592, 8-13=-3975/4001, 10-13=-328/282, 11-13=-5894/5871 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. This Item has been 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. sealed by Velez, Joaquin, PE 3) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this 5) Provide adequate drainage to prevent water ponding. document are not considered 6) All plates are MT20 plates unless otherwise indicated. Signed and Sealed and the 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Signature must be Verified 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. On any electronic Copies. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 12=3115, 2=3013. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 331110 Date: September 24.2020 e ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1"PI1 quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401332 77006 GR1 HALF HIP GIRDER 1 Job Reference (optional) unamoers I cuss, Inc., Fort Fierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:07 2020 Page 2 I D: EX?vJnktQbKgAGm8EhGkUryaS2b-e3f7Wzm8KLbYVaF9stmszl?zGKzlztZblRgL6jya0Hc NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 73 lb up at 7-0-0, 86 lb down and 65 lb up at 9-1-13, 86 Ib down and 65 Ib up at 11-1-13, 86 Ib down and 65 Ib up at 13-1-13, 86 Ib down and 65 Ib up at 15-1-13, 86 Ib down and 65 Ib up at 17-1-13, 86 Ib down and 65 Ib up at 19-1-13, 86 Ib down and 65lb up at 21-1-13, 86 Ib down and 65 Ib up at 23-1-13, 86 Ib down and 65 Ib up at 25-1-13, 86 Ib down and 65 Ib up at 27-1-13, 86 Ib down and 65 Ib up at 29-1-13, 86 Ib down and 65 Ib up at 31-1-13, 86 Ib down and 65 Ib up at 33-1-13, 86 Ib down and 65 Ib up at 35-1-13, and 86 Ib down and 65 Ib up at 37-1-13, and 72 lb down and 65 lb up at 39-1-13 on top chord, and 550 lb down and 751 lb up at 7-0-0, 169 lb down and 252 lb up at 9-1-13, 169 lb down and 252 lb up at 11-1-13, 169 lb down and 252 lb up at 13-1-13, 169 lb down and 252 lb up at 15-1-13, 169 lb down and 252 lb up at 17-1-13, 169 lb down and 252 lb up at 19-1-13, 169 lb down and 252 lb up at 21-1-13, 169 lb down and 252 lb up at 23-1-13, 169 lb down and 252 lb up at 25-1-13, 169 lb down and 252 lb up at 27-1-13, 169 lb down and 252 lb up at 29-1-13, 169 lb down and 252 lb up at 31-1-13, 169 lb down and 252 lb up at 33-1-13, and 169 lb down and 252 lb up at 35-1-13, and 169 lb down and 252 lb up at 37-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-11=54, 12-21=-20 Concentrated Loads (lb) Vert: 3=-8(F) 6=-8(F) 20=-550(F) 7=-8(F) 16=-169(F) 9=-8(F) 24=-8(F) 26=-8(F) 27=-B(F) 28=-B(F) 29=-8(F) 30=-8(F) 32=-8(F) 33=-8(F) 34=8(F) 35=-8(F) 36=8(1`) 37=-8(F) 38=-21(F) 39=169(F) 40=169(F) 41=-169(F) 42=-169(F) 43=-169(F) 44=-169(F) 45=-169(F) 46=-169(F) 47=-169(F) 48=-169(F) 49=-169(F) 50=169(F) 51=-169(F) 52=-169(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 ]GR2 T21401333 77006 Common Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:09 2020 Page 1 ID:EX?vJnktQbKgAGmSEhGkUryaS2b-aSmtxenOsyrGkuPYzHoK2A5Ed7gpRhDuDIJRBbyaOHa 9.6-10 14-M 1&5.6 22-10-13 28-0-0 29-0-0 5-1-3 4-5-6 4-5-6 4-5 6 4-5 6 5-1-3 1 6-0 Scale = 1:50.8 7x1, 7x8 MT18HS = 3x12 11 10x10 = 7x8 MT18HS = 7x8 = 3x6 11 10x10 = 5-1-3 9-6-10 14-M 18-5.6 ja 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 NO Code FBC2017rrP12014 CSI. TC 1.00 BC 0.88 WB 0.92 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.37 12-14 >915 360 -0.67 12-14 >500 240 0.17 8 n/a n/a 0.50 12-14 >676 240 PLATES MT20 MT18HS Weight: 375 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 4-12,5-11,3-14: 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 8=0-8-0 Max Horz 1=-213(LC 6) Max Uplift 1=-5624(LC 8), 8=3531(LC 8) Max Grav 1=10346(LC 1), 8=6336(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-22860/12451, 2-3=-17840/9785, 3-4=-13041/7230, 4-5=-1304117230, 5-7=-15675/8610, 7-8=16040/8736 BOTCHORD 1-15=-11381/21102, 14-15=11381/21102, 12-14=-8813/16440, 11-12=-7727/14439, 10-11=-7938/14784, 8-10=-7938/14784 WEBS 4-12=-5347/9731, 5-12=-3219/1819, 5-11 =-1 517/2883, 7-11=-477/295, 3-12=5867/3256, 3-14=-2907/5443, 2-14=-5113/2815, 2-15=-196413756 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. This Item has been Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. electronically Signed and 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to sealed by Velez, Joaquin, PE ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Using a Digital Signature. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. Printed copies of this II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 document are not considered 5) All plates are MT20 plates unless otherwise indicated. signed and Sealed and the 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Signature must be Verified 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. On any electronic copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 1=5624, 8=3531. MiTek USA, Inc. FL Cart 8834 8904 Parke East Blvd. Tampa FL 33610 Date: September 242020 10 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality CrfteAa, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty KELLY / Q59039 T21401333 77006 GR2 Common Girder 1 [ly Job Reference (optional) unamoers I russ, Inc., tort I-ierce, tL 8.420 s Aug 25 2020 MTek Industries, Inc. Thu Sep 2414:40:09 2020 Page 2 NOTES - ID: EX7vJnktQbKgAGm8EhGkUryaS2b-aSmtxenOsyrGkuPYzHoK2A5Ed7gpRhDuDiJRBbyaOHa 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1458 lb down and 802 lb up at 1-0-12, 1458 lb down and 802 lb up at 3-0-12, 1458 lb down and 802 lb up at 5-0-12, 1458 lb down and 802 lb up at 7-0-12, 1450 lb down and 808 lb up at 9-0-12, 1450 lb down and 813 lb up at 11-0-12, 1450 lb down and 819 lb up at 13-0-12, 1444 lb down and 815 lb up at 15-0-12, and 1450 lb down and 812 lb up at 17-0-12, and 1450 lb down and 808 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=54, 1-8=20 Concentrated Loads (lb) Vert: 15=-1458(F)20=-1458(F)21=-1458(F)22=1458(F)23=-1450(F)24=-1450(F)25=-1450(F)26=-1444(F)27=1450(F)28=-1450(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401334 77006 GRA HIP GIRDER 1 n L Job Reference o tional o.4zu s Aug zS zu eu MI I eK InauslneS, mC. I nu Sep Z4 14:4U:13 ZUZU rage 1 ID: EX7vJnktQbKgAGm8EhGkUryaS2b-TDOOmOrvwBLhDVjJC7tGCOF1 sk2XNZ4T8NHfKMyaOH W r160 , 3-9-14 7-0-0 12-3-7 17-5-2 22 6-14 27-8-9 33-0-0 36-2-2 40-0-0 Al 6-0 1 6-0 ' 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:70.4 3x4 II 5.00 12 5x8 = 3x4 II 3x8 = 5x6 WB = 3 26 27 4 2829 30 31 5 32 33 6 734 3x8 = 5x6 = 35 36 8 3738 39 40 9 IV 41 42 18 43 17 44 76 45 46 47 15 48 49 14 50 13 51 52 12 3x5 = 3x4 I I 5x8 MT18HS = 3x4 II 3x8 = 3x4 11 3x4 = 3x5 = 4x10 = 5x8 MT18HS = 12-3-7 33-0-0 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 NO Code FBC2017/TPI2014 CSI. TC 0.54 BC 0.89 WB 0.67 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(ILL) in (loc) I/defi Ud -0.54 15-16 >883 360 -1.02 15-16 >469 240 0.22 10 n/a n/a 0.85 15-16 >566 240 PLATES MT20 MT18HS Weight: 384 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-134(LC 23) Max Uplift 2=-2096(LC 8), 10=2096(LC 8) Max Grav 2=3110(LC 1), 10=3110(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7185/4730, 3-4=-9588/6257, 4-5=9588/6257, 5-7=11018/7113, 7-8=1101817113, 8-9=-6674/4486, 9-10=-7185/4730 BOTCHORD 2-19=-4211/6565, 18-19=-4226/6591, 16-18=-6905/11016, 15-16=-6905/11016, 13-15=-6051/9590, 12-13=6051/9590, 10-12=4210/6565 WEBS 3-19=-312/628, 3-18=-2088/3511, 4-18=-619/536, 5-18=1667/990, 5-16=0/414, 7-15=-566/500, 8-15=-983/1666, 8-13=4/411, 8-12=-3440/2049, 9-12=-1334/2213 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. This Item has been 3) Unbalanced roof live loads have been considered for this design. electronically Signed and 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. sealed•by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide using a Digital Si Signature. Si ususinted adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. copies this p 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 8) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) signature must be Verified 2=2096, 10=2096. on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Seotember 24.2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall f 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty KELLY / Q59039 T21401334 77006 GRA HIP GIRDER -] 1 [ly Job Reference o tional unamoers Truss, inc., Porc Pierce, I-L 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:13 2020 Page 2 NOTES- ID:EX?vJnktQbKgAGm8EhGkUryaS2b-TDOOmOrvwBLhDVjJC7tGCOF1 sk2XNZ4TBNHfKMyaOH W 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 339 lb up at 7-0-0, 142 lb down and 166 lb up at 9-0-12, 142 lb down and 166 lb up at 11-0-12, 142 lb down and 166 lb up at 13-0-12, 142 lb down and 166 lb up at 15-0-12, 142 lb down and 166 lb up at 17-0-12, 142 lb down and 166 lb up at 19-0-12, 142 lb down and 166 lb up at 20-11-4, 142 lb down and 166 lb up at 22-11-4, 142 lb down and 166 lb up at 24-11-4, 142 lb down and 166 lb up at 26-11-4, 142 lb down and 166 lb up at 28-11-4, and 142 lb down and 166 lb up at 30-11-4, and 210 lb down and 339 lb up at 33-0-0 on top chord, and 344 Ib down and 370 lb up at 7-0-0, 81 lb down and 23 lb up at 9-0-12, 81 lb down and 23 lb up at 11-0-12, 81 lb down and 23 lb up at 13-0-12, 81 lb down and 23 lb up at 15-0-12, 81 lb down and 23 lb up at 17-0-12, 81 lb down and 23 lb up at 19-0-12, 81 lb down and 23 lb up at 20-11-4, 81 lb down and 23 lb up at 22-11-4, 81 lb down and 23 lb up at 24-11-4, 81 lb down and 23 lb up at 26-11-4, 81 lb down and 23 lb up at 28-11-4, and 81 lb down and 23 lb up at 30-11-4, and 344 lb down and 370 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=54, 9-11=54, 20-23=-20 Concentrated Loads (lb) Vert: 3=-163(B) 6=113(B) 9=-163(8) 19=-344(B) 12=-344(B) 26=113(9) 27=-113(B) 29=113(13) 31=113(B) 32=-113(B) 33=113(B) 34=113(B) 35=-113(B) 37=-113(B) 39=113(13) 40=113(B) 41=-60(8) 42=-60(B) 43=60(B) 44=-60(B) 45=-60(B) 46=-60(B) 47=60(131) 48=60(13) 49=-60(B) 50=-60(B) 51=60(B) 52=-60(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p A�• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply KELLY/ Q59039T21401335 GRB Hip Girder JQty77006 1 Job Reference o tional 0.4LU s Aug La LULU IVII I eK Inaustnes, Inc. I nu oep z4 74:4U:14 zuzu rage 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-xQam MrXgUTYgfIWmrOVIDo7n8MC6zidM11Cspya0HV 1 6 0 , 3-9-14 7-0-0 11-8-9 16-3-7 21-0-0 24-2-2 28-0-0 29 6-0 1-6-0 3-9-14 3-2-2 4-8-9 4-6-13 4-8 9 3-2-2 3-9-14 1-0 0 5.00 12 Scale = 1:50.9 5xB MT18HS = 2x3 II 3x8 = 5x6 = 3 20 21 4 22 2324 25 5 26 27 6 9 cb I� '- 28 29 " 30 11 31 '. 32 33 WO= 2x3 11 4x8 = 5x8 MT18HS = 24 11 3x5 = 3x10 = 7-M , 11-8-9 16.3-7 21-0-0 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 NO Code FBC2017rrP12014 CSI. TC 0.85 BC 0.92 WB 0.84 Matrix -MS DEFL. in (lac) Vdefl Ud Vert(LL) -0.32 10-12 >999 360 Vert(CT) -0.60 10-12 >557 240 Horz(CT) 0.17 7 n/a n/a Wind(LL) 0.52 10-12 >647 240 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-119(LC 23) Max Uplift 2=-1570(LC 8), 7=1535(LC 8) Max Grav 2=2182(LC 1), 7=2159(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4814/3388, 3-4=-5586/3911, 4-5=5586/3911, 5-6=-4390/3141, 6-7=4756/3299 BOT CHORD 2-13=-2973/4380, 12-13=-2995/4410, 10-12=-3674/5566, 9-10=-3674/5566, 7-9=-2891 /4326 WEBS 3-13=-458/626, 3-12=-851/1490, 4-12=-547/477, 5-10=-2/360, 5-9=-1489/886, 6-9=-802/1303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=28ft; eave=4ft; Cat. 11; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) electronically signed and 2=1570, 7=1535. sealed by Velez, Joaquin, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 173 lb up at using a Digital Signature. 7-0-0, 142 lb down and 166 lb up at 9-0-12, 142 Ito down and 166 lb up at 11-0-12, 142 lb down and 166 lb up at 13-0-12, 142 lb down and 166 lb up at 14-11-4, 142 lb down and 166 lb up at 16-11-4, and 142 lb down and 166 lb up at 18-11-4, and 210 lb down Printed copies of this and 334 lb up at 21-0-0 on top chord, and 441 lb down and 522 lb up at 7-0-0, 81 lb down and 23 lb up at 9-0-12, 81 lb down and document are not considered 23 lb up at 11-0-12, 81 lb down and 23 lb up at 13-0-12, 81 lb down and 23 lb up at 14-11-4, 81 lb down and 23 lb up at 16-11-4, signed and sealed and the and 81 lb down and 23 lb up at 18-11-4, and 344 lb down and 370 lb up at 20-11-4 on bottom chord. The design/selection of such signature must be Verified 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). On any electronic Copies. Joaquin Velez PE No.68181 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 8904 Parke East Blvd. Tampa FL 33610 Date: SeDtember 24.2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use 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 MAE 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 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply KELLY / Q59039 T21401335 77006 GRB Hip Girder � 1 1 Job Reference (optional) ^. 6 s miss, rUl L rMl—, rL 6.42U S Aug Zb 2020 MITek Industries, Inc. Thu Sep 24 14:40:14 2020 Page 2 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-xQam_MrXgUTYgfl WmrOVIDo7n8MC6zidMl l CspyaOHV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=54, 3-6=54, 6-8=-54, 14-17=-20 Concentrated Loads (Ib) Vert: 3=-113(13) 6=163(B) 13=-441(13) 9=-344(B) 20=-113(B) 21=113(B) 22=-113(B) 25=-113(13) 26=-113(B) 27=-113(13) 28=-60(B) 29=-60(B) 30=-60(B) 31=-60(B) 32=-60(13) 33=-60(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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 ANSLITP11 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401336 77006 J1 JACK -OPEN 10 1 Job Reference (optional) l,r raoronrs r rubs, inc., run Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:15 2020 Page 1 ID: EX?vJnktQbKgAGm6EhGkUryaS2b-Pc88B is9RocPSptiKYvklRLPuYvmrdOmbhmm OFyaOHU -1.6-0 1-0-0 1-6-0 1-0-0 Scale = 1:7.1 i 1-0-0 I-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 lb 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. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=75(LC 12) Max Uplift 3=-8(LC 1), 2=-234(LC 12), 4=-22(LC 1) Max Grav 3=28(LC 12),2=187(LC 1),4=53(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=234. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�o 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 ANSIMP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r Job Truss Truss Type KELLY / Q59039 T21401337 77006 J3 JACK -OPEN �diy_Ply 10 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:15 2020 Page 1 ID: EX?vJnktQbKgAGm6EhGkUryaS2b-Pc88Bis9RocPSptiKYvklRLPuYtBrdOmbhmmOFyaOH U 3-0-0 3-0-0 3-0-0 Scale = 1:11.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 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 Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-56(LC 12), 2=-250(LC 12), 4=-45(LC 9) Max Grav 3=58(LC 1), 2=215(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=160mph (3-second gust) Vasd=124mph; 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)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 2-11-4 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 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=250. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�e 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401338 77006 J5 JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 2414:40:16 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-tohWP2tnC6kG4zRuuGQzgelRxy2Ka4GwgLWJwhyaO HT -1-6-0 5-0-0 1-0-0 5-0-0 Scale = 1:15.4 I� d 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-0-2 Ed e) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.14 4-7 >429 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Bc 0.95 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 FBC2017frP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-114(LC 12), 2=-304(LC 12), 4=-81(LC 9) Max Grav 3=111(LC 1), 2=280(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 4-11-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=114, 2=304. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.63182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 �— WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall �e 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401339 77006 J7 Jack -Open 22 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:16 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-toh WP2tnC6kG4zRuuGQzgetZ4y2Xa4GwgLWJwhyaOHT 7-0-0 1 6 0 7-0-0 Scale = 1:19.9 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-1-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(L-) -0.09 4-7 >925 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.21 4-7 >399 240 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) 0.16 4-7 >511 240 Weight: 24 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 No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=208(LC 12) Max Uplift 3=-151(LC 12), 2=-233(LC 12), 4=-3(LC 12) Max Grav 3=172(LC 17), 2=350(LC 1). 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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)-1-6-11 to 1-5-5, Interior(1) 1-5-5 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=151, 2=233. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 24,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/i Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type KELLY I Q59039 T21401340 77006 J7A JACK -OPEN �6_1,Ply 17 1 Job Reference (optional) 0.4Zu S Aug Zo ZUZU MI I eK InOustrles, Inc. I hu Sep 24 14:40:17 2020 Page 1 ID:EX?vJnktQbKgAGmBEhGkUryaS2b-L?FvcNuPzPs7h604RzxCNsQm_M WzJUS32?FtT8yaOHS -1-6-0 3-8-2 7.0-0 1-6-0 3-8-2 3-3-14 Scale = 1:19.4 Plate Offsets (X,Y)-- [2:0-0-14,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.22 6-9 >386 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.12 6-9 >689 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 5 file file BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 29 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=208(LC 12) Max Uplift 4=-56(LC 12), 2=366(LC 12), 5=-232(LC 12) Max Grav 4=69(LC 17), 2=350(LC 1), 5=189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-276/354 BOT CHORD 2-6=-573/251 WEBS 3-6=-288/659 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or B-1-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; 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)-1-6-11 to 1-5-5, Interior(1) 1-5-5 to 6-11-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 3) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=366,5=232. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply KELLY / Q59039 T21401341 77006 KJ7 Diagonal Hip Girder 5 1 Job Reference o tional unamoers I cuss, Inc., Fort Fierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:18 2020 Page 1 ID:EX?vJnktQbKgAGmBEhGkUryaS2b-pBpHpju1 kj_JGbH?gSSv3yzMluH2vKCHf?Q?ayaOHR -2-1-7 5-2-9 9-10-1 2-1-7 5-2-9 4-7.8 Scale = 1:22.7 Ia 3x4 = `^" " a 3x4 = N 5-2-9 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 42 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 7-9-13 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=207(LC 8) Max Uplift 4=-130(LC 8). 2=491(LC 8), 5=-319(LC 8) Max Grav 4=126(LC 1). 2=481(LC 1), 5=312(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-798/737 BOT CHORD 2-7=-794/737, 6-7=794/737 WEBS 3-7=-218/266, 3-6=785/845 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) except Ot=lb) 4=130, 2=491, 5=319. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 67 lb up at 1-6-1, 112 lb down and 67 lb up at 1-6-1, 36 lb down and 71 lb up at 4-4-0, 36 lb down and 71 lb up at 4-4-0, and 62 lb down and 137 lb up at 7-1-15, and 62 lb down and 137 lb up at 7-1-15 on top chord, and 51 lb down and 50 lb up at 1-6-1, 51 lb down and 50 This item has been lb up at 1-6-1, 16 lb down and 53 lb up at 4-4-0, 16 lb down and 53 Ito up at 4-4-0, and 37 lb down and 96 lb up at 7-1-15, and 37 electronically signed and lb down and 96 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. sealed by Velez, Joaquin, PE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the s-B=zo Vert: Loads (l Concentrated Loads (lb) signature must be verified g Vert: 13=-70(F=-35, B=-35) 14=58(F=29, B=29) 15=-7(F=-4, 13=4) 16=59(1`=30, B=30) on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� �o building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• 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 ANS11TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KELLY / Q59039 T21401342 77006 MV2 Valley 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 2414:40:18 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-pBpHpjul kj_JGbH?gSSv3y04ly92_ICHf?Q?ayaOH R 2-0-0 2-0-0 5.o0 3x4 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 5 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=28(LC 12) Max Uplift 1=-19(LC 12), 2=35(LC 12) Max Grav 1=47(LC 1), 2=35(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=160mph (3-second gust) Vasd=124mph; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 WARNING - Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401343 77006 MV4 Valley 1 1 Job Reference (optional) Gnambers truss, Inc., Fort Pierce, FL 3x4 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 24 14:40:19 2020 Page 1 ID: EX?vJnktQbKgAGm8EhGkUryaS2b-INNf13vfV16rxQATZO_hSHV5A9GmR?M WJkzXOya0HQ 4-0-0 3x4 11 Scale = 1:11.1 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 0.42 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 ]nor YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 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. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=70(LC 12) Max Uplift 1=-47(LC 12), 3=76(LC 12) Max Grav 1=116(LC 1). 3=118(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 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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 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 at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 8904 Parke East Blvd. Tampa FL 33610 Date: September 24,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KELLY / Q59039 T21401344 77006 MV6 Valley 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Sep 2414:40:19 2020 Page 1 ID:EX?vJnktQbKgAGm8EhGkUryaS2b-IN Nf13vfV16rxQATZO_hS HV6x9A8nR?MWJkzXOyaOHQ 6-M 3x4 11 2 Scale = 1:15.6 3x4 i 3x4 11 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 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 FBC2017rrP12014 Matrix-P Weight: 20 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 No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-0-0, 3=6-0-0 Max Horz 1=115(LC 12) Max Uplift 1=-77(LC 12). 3=-124(LC 12) Max Grav 1=190(LC 1), 3=193(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-149/289 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; 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) 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. 4) ' This truss has been designed for a live toad 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 except (it=lb) 3=124. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8634 8904 Parke East Blvd. Tampa FL 33810 Date: September 24,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use 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 Sol, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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, 2670 Crain Highway, Suite 203 Waldorf, MD 206D1 Tampa, FL 36610 Symbols 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. 0-11fi r - -I- For 4 x 2 orientation, locate plates 0- "id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O 2 U IL O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREWLETTERED 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 � 1♦ MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/1912020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 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 ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.