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HomeMy WebLinkAboutTrussL►=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING-_NOTE _- t ,. TRU SE `� APE 10 3E 5E7 AT 2 ON v;.NTER EXCEr- A5 NOTED DON'T LIFT TRUSSES WITH SPANS LONGER THAN _ 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. 30' Span'or less A 30' to 60' Span Spreader Bar 6� degree_ or less rca F_—APprox 2/3 to_� Line 1/2 of Spon p,^L:`X, If1 P " REFER 1-0 BCSI - ; Y :ss must be set this way it crane used. tis s a" ezamore, truss may not match. e wogs osist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AIR HAN�1-EF2 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. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o, schedule in engineering Domeangle nails. package. Carried Truss =u C rp EYFLE.. WTWO w rhO E£N a—j EW'INEENNe. w _ t —0 0 z,Oc. TRRu I I I CORNER ACKS �pq •� ONLY CORNER DETAIL OVERH_ANGS NOT SHOWN FOR CLARITY SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER JAT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 uStD - 8'-1" heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-l" TYPICAL END DETAIL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 3S' N- 35'- 14------ - 21' - --- 2'-1 1 " i 2-116N N _ ao to of m N W m m D7 m m m lin rD O N (V J2 N J2 J4 c0 J4 J6 �� J6 GRC A6 w I A4 % A3 Ij I A2 Al ,.,-- t� At Al iCP At 1T-72- r /121 I IN . Al I I Al Imo/ i Al I I Al / o __ -------1------ - -- I A i7 A # WW Lr) 0 H N L_. A r J QQ� A rl)�W !i �wU aZ W->Q A Z>Zi o A e m i A , T SETBACK BOSTON HIP TRUSS i BH7 i. GRB > J3 B `i J l B T-- m!! b 1 N N N m b u) , B GRA je, I Nz" 1'-84" V-84' - 15'-10" --- -- ---5 -4" 2 -2 �K 91-60 2'-2. C --- 21' 14' 2L-1 1w z 1 1. r•I� --I ,=gym iv J2 N J2 J4 r 0 4 --- -' J6 i GRC OD A6 • ��\ fk4 A3 \ Al \ Al -1 - _ - At 121 2J12 INi-. -1372" Al ,\ Al Al Al C e \ _ Al t A A 2 �I _� Off— _ A ~ N U. , A < ~ Lit :L A Q —� Q Z .. A IYmQ W- _ _o A G i; A T SETBACK BOSTON HIP TRJSS \N --- BH7 ) \ > > li -- r` GRB III. n i B , r I J 3 B �s it B \: GRA 0 m ic CV N En Q 1' 84• rV-84' -2" 9-61 . 2'-2' ._.5-4' - 15'-10' FABRICATION AGREEMENT - TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED The legal description of the property where the trusses will be Installed is: The undorslgned acknowledges and agrees: 1. Trusses will be made In stAcI accordance with this Cruse placement diagram layout, which Is the sole author for detennlning successful la" -'Iran of Iha burrsas. 2. All dimensions In this layout have been venfled by the undorslgned. 3. Unld ll written notlm ie provided by mr2d all to Chambers Truss within tan (10) days of delivery the undersigned agree- Nat no backvharge- will be allowed,. in the event such written notice Is furnished Chorh a. a Two. shell have three (3) bug�nesa days in which to begin napalm required, or to aubstlMe other trusses, a Chamben obu h IPt b. Delivery IS ItV0 Jobrmdanite� It le the buyereoreepone b ry to m"urnake the Job site Suitable for i delvery. Chamhere Truss has the sole authoAty to determine the suitability of the Job site or a portion of the Job site for delivery, Chambers Truss will be responsible far dump tlellvery only. The buyer 1s responsible for additional dellvsry azpenses tt Chembere Truss has ll red only. bemuse Job site Is not prepared for delivery or buyer IS not prepared for deMery of ede.ea. Buyer is responsible to Chambers Truss for towing caste due to eke contlldoa, b. Prim as shown Iq paragraph 7 below is subject to mange N any change- ere. made In, -this IeyouL A $50 per hour tee for revisions may be charged by Chambers Truss. - 7. This Is a PURCHASE ORDER to Chambers,Trusa of the sum agreed to, or If no.. agreement a reasonable price. Involve will be made on delivery and paid within terms of net In delivery, invoice may be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses, The undersigned agrees to pay Chambers. True, reasonable attomey's fee for crollectlone in event of payment not timely made. 1.1/2 % per month seMca charge will be added for ell sums not paid within terms, . S. Signature or Initials anywhere on this sheet canstltutes agreement to all terms herein. 6: 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 Trues by any entity mmlving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, V 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 L009 County, Fodds. 11. Design responslbllNee are per "National Standard And Racbmmended GUIdellnea On Responsibilities For Construction Using Metal Plate Connected Wood Trusses kNSIyrPVWTCA 4 - 2002" DATED SIGNED r , FOR TRLE AsproaderbwnWbomqL*WW,ni-altopnriwtbiury&damgm Multiple ply trusses must be Fastened together per englneering before they are se; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses, Thisses must be set arld braced perdeslgn tp Itt aV�Y S �na0e. Trusses must be set plumb and square Do not set bunks or stack of plywood, roaftng material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC e 3106 Oleander Avenue i Fort Plerce; Florida 34982-6423 800-551-5932 Fort Plerce 772.465-2012 Fax 772-466-8711 Vero Beach 772569-2012 Stuart 772-286-3302 ..r_L cos,.. rusuoctacTolrSS CAM , . The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their resp tive loc ti ns. Approved By: Date: !lILLL --- Braden & Braden .LA. P.A. --� 92-0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material N Metal Roof Loading in PSF Roof R.D.L. o Top Chord Live 20 o c Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 m>1 TOTAL Load 37 7.2 Duration Factor 1.25 Y N Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.u.L.=Restraining Dead Load C B =Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. W MI 4: SAE ACAD: SAE Reviewed By: L_- Date:07/19/12 Revised:03/21/18 Irl) FOR Revised:3/05/2020 — �JJ WYNNE BUILDING CORPFOR -- DESCRIPTIONPDE COMP GARAGE RIGHT ROYALE ST. LUCIE C%9* 2 PAGE 1 of 1 CUSTOMER INITIALS EAC PAGE 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11324 C/ ■ it 1 MiTeko RE: ml1324 MiTek USA, Inc. THE ROYALE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE BUILDING CORPORATION Project Name: ml 1324 Lot/Block: Model: ROYALE Address: UNKNOWN Subdivision: City: ST LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19781776 A 5/19/2020 21 T19781796 JC 5/19/2020 2 T19781777 Al 5/19/2020 22 T19781797 KJ5 5/19/2020 3 T19781778 A2 5/19/2020 23 T19781798 KJ8 5/19/2020 4 , T19781779 A3 5/19/2020 24 T19781799 KJA 5/19/2020 5 T19781780 A4 5/19/2020 25 T19781800 KJB 5/19/2020 6 T19781781 A6 5/19/2020 26 T19781801 MV2 5/19/2020 7 T19781782 B 5/19/2020 27 T19781802 MV4 5/19/2020 8 T19781783 T19781784 BH7 GRA 5/19/2020 5/19/2020 ®, ,fir9 RLE 10 T19781785 GRB 5/19/2020 Y 11 T19781786 GRC 5/19/2020 12 T19781787 J1 5/19/2020 FOR 14 T19781789 J3 5/19/2020 REVIEWED 15 T19781790 J4 5/19/2020 ;SC E COMPLIANCE 16 T19781791 J5 5/19/2020 17 T1978179 J6 5/19/2020 Y ST. LUCIE COUNTY 18 T19781793 J8 5/19/2020 19 T19781794 JA 5/19/2020 BOCC 20 T19781795 JB 5/19/2020 This item has been electronically signed and sealed by ORegan, Philip 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. ����� �Q , • 0�RF���ii Truss Design Engineer's Name: ORegan, Philip; �� : •� • • • • • •S; •. My license renewal date for the state of Florida is February 28, 2021. �� Q�,•'�, C E N Florida COA: 6634 No 58126 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. � :• STATE OF :�/41 Al Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 May 19, 2020 1 of 1 ORegan, Philip Job Truss Truss Type Qty Ply THE ROYALE T19781776 M11324 A COMMON 10 1 Job Reference (optional) 4inambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:17 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-bdFkwKPI W Vd5kvh4gXmgUQgkzjKtK4bfmPcjqXzXjGq 1-0-0 8-4-0 12-11-0 17 6-0 22-1-0 26-81 35-0-0 6-0 -0-0 8-4-0 4-7-0 4-7-0 4-7-0 4 7-0 8-4-0 -0-0 4.00 12 4x5 = Scale = 1:59.3 17 .- 15 `" 14 "' 12 4x5 — 2x3 II 5x6 W8 = 3x8 = 2x3 II 4x5 = 3x8 = 5x6 WB = 8-4-0 12-11-0 22-1-0 26-8-0 35-0-0 8-4-0 4-7.0 9-2-0 I 8-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.64 14-15 >652 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 10 file n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 169 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-775(LC 10), 10=-775(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3404/2226, 3-5=2807/1885, 5-6=-2801/1990, 6-7=-2801/1990, 7-9=-2807/1885, 9-10=3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=-1946/3218, 14-15=-1116/2053, 12-14=-194613188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14=-252/246,9-14=-702/541, 6-15=-598/1035,5-15=-253/246, 3-15=701 /541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2)12-8-6 to 17-6-0, Interlor(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 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, with BCDL = 10.0psf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift atjoint 2 and 775 lb uplift at sealed by ORegan, Philip, PE joint 10. 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6934 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city THE ROYALE T19781777 M11324 Al SPECIAL ]Ply 9 1 Job Reference [optional) namoers truss, inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:64:18 2020 Page 1 ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-3gp67gQfHpIyL3GGEEHvidDr47c?3X1o?3LGM zXjGp 1-0-0 7-8-0 13.7.8 17.6-0 23-11-12 26-9-10 35-M 6-0 -0.0 7-8-0 5.11-8 3.10.8 6-5-12 2-9-14 1 8.2-6 -0-0 �1 6 3x5 = 4.00 12 14 13 2x3 II 5x12 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER. TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) 5x8 MT18HS = 2.00 12 35-0-0 Scale = 1:60.3 3x12 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 244/190 WB 0.62 Horz(CT) 0.37 10 n/a n/a Matrix -MS Weight: 159 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868, 9-10=5702/4143 BOT CHORD 2-14=2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431 WEBS 3-14=0/265, 3-13=-813/590, 5-13=-269/317, 6-13=-317/567, 6-12=2362/3388, 7-12=298/368, 9-12=-405/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2)12-8-6 to 17-6-0, Interior(1) 22-3-10 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f0/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MiTek* k• 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply ROYALE T19781778 M11324 A2 SPECIAL 1 1eference rJob (optional) Chambers Truss, Inc., Fort Pierce, FL �1 0 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 8-0-1 15 2x3 11 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 REACTIONS. (Ib/size) 2=1349/0-840 10=1349/0-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10). 10=-825(LC 10) 13-7-8 16-0-0 19-0-0 5-7-7 2-4-8 3-0-0 4.00 12 5x6 — 4x4 = 13-7-8 5x6 = 2.00 12 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:19 2020 2-9-13 3x12 Scale = 1:62.3 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TC 0.70 Vert(ILL) 0.75 12 >559 360 MT20 244/190 BC 0.98 Vert(CT) -1.0212-21 >412 240 MT18HS 244/190 WB 0.75 Horz(CT) 0.37 10 n/a n/a Matrix -MS Weight: 160 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/2113, 3-5=-2515/1641, 5-6=-2524/1699, 6-7=-2672/1734, 7-9=-5246/3199, 9-10=5687/3567 BOT CHORD 2-15=1849/3111, 14-15=-1849/3111, 13-14=-1217/2314, 12-13=-2804/5025, 10-12=-3257/5414 WEBS 3-15=0/300, 3-14=-954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678, 7-12=1082/1957, 9-12=-479/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 to 36-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s)10 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ROYALE FTHE T19781779 M11324 A3 SPECIAL 1 Reference (optional) KnamDers truss, Inc., Fort Fierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:20 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-7CxsYMSvpQOfbNQfLfJN621EjxHyXPZSSNgNRszXjGn 1-0-0 "A 14-0-0 21-0-0 23-11-12 26 9-10 35-0-0 6-0. 0.0 8-0-1 5 11-15 7-0-0 2-11-12 211 14 8-2-6 0-0 �1 6 5x6 = 4 nn 46 = 5 Scale=1:61.3 13 " 3x5 2x3 II 5x6 = 2.00 12 3x12 Zz = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=-181(LC 8) Max Uplift 2=-825(LC 10), 8=-825(LC 10) 21-M 1-12 35-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 BC 0.98 Vert(CT)-0.9810-19 >427 240 MT18HS 244/190 WB 0.74 Horz(CT) 0.35 8 n/a n/a Matrix -MS Weight: 158 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purling. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3286/2122, 3-4=2556/1711, 4-5=-3161/2095, 5-6=-3304/2150, 6-7=-5214/3232, 7-8=5695/3643 BOT CHORD 2-13=1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10-11=-2826/4982, 8-10=3331/5422 WEBS 3-13=0/293, 3-12=-854/595, 4-11=-480/959, 5-11=-360/724, 6-11=-2280/1355, 6-1 0=1 118/1934, 7-10=-530/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 8 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 825 lb uplift at joint 2 and 825 lb uplift at joint 8. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1e/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criterls, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty THE ROYALE T19781780 ,Job M11324 A4 SPECIAL 1 JPly 1 Job Reference (optional) Jihambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:22 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xb2cz2T9L1 GNggal T4MrBTNaQkzc7lfOwhJU WlzXjGI 1-0-0 6-5-8 12-00 17-8.4 23.0.0 2 11-1 26-9-9 35-0-0 0-0 6.5.8 5658 5-8-4 5-3-12 0-1'1-1 2-9-13 B-2-7 0-0 4.00 12 3x6 = 5x6 = 3x4 = 14 13 3x4 3x4 = 5x6 = 2.00 12 5x8 =2x3 11 6 7 Scale = 1:61.3 3x12 zz N I4 D fb jo Plate Offsets (X,Y)— [2:0-0-6,Edge], [6:0-4-0,0-2-3], [9:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 11-20 ' >429 ' 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.36 9 file n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 160 lb FT = 0% 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 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5=-2645/1853, 5-6=-3425/2347, 6-7=-5165/3301, 7-8=5219/3301, 8-9=5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-1488/2537, 12-13=-2065/3480, 11-12=-2440/4196, 9-11=3399/5431 WEBS 3-14=-429/415, 4-14=-323/584, 4-13=-1421386, 5-13=-1125/697, 5-12=-141/467, 6-12=861/437, 6-11=1145/2016, 8-11=542/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSIrrPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.68126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall INV It 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 BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type Qty Ply THE ROYALE [AS T19781781 M11324 HIP 1 1 Job Reference (optional) .tuain�=� - , Fui L r---, o.13U 9 mar it zults ma i eK moustries, mc. I ue mar z4 i z:04:z3 zuzu rage 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-Pnc7AOUo6LOESg9E1 nt4khwkW8Mmkt1Y9L312BzXjGk 6-7-15 10-0-0 13-M 21.4-0 1-0 284 -1 35-M 6 0-0 0-0 6-7-15 3 4-1 3.8-0 710 3 8-0 3 4-1 6-7-15 -0-0 4.00 12 5x8 = 2x3 II 2x3 II 5x8 = 4 23 24 5 25 26 6 27 28 7 Scale = 1:60.3 16 15 14 13 12 11 4x5 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 4x5 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-M Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10) Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/2341, 34=2215/1960, 4-5=-2527/2290, 5-6=-2527/2290, 6-7=-2527/2290, 7-8=-2531/2224, 8-9=-2880/2572 BOT CHORD 2-16=2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382, 9-11=2290/2707 WEBS 3-16=-495/599, 4-16=206/347, 4-14=-541/820, 5-14=-526/591, 6-13=-234/311. 7-13=182/282, 7-11=355/492, 8-11=-444/551 PLATES GRIP MT20 244/190 Weight: 153 lb FT = 0% Structural wood sheathing directly applied or 2-2-0 cc pudlns. Rigid ceiling directly applied or 4-6-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Extedor(2) 18-2-9 to 25-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2, 219 lb uplift at joint 14 and 739 lb uplift at joint 9. N A This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date; March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall p�t pp�• building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlaonal temporary and permanent bracing tVl oTek• 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 busses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 T19781782 chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:24 2020 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-uzANOjVQtfW53JQaVOJGuT?gYo2TN IhN?oaadzXjGj -1-0-0 6-11-0 13-10-0 10-0 6-11-0 6-11-0 Scale: 10=1' 3x4 = 4x6 = 2x3 6-11-0 13-10-0 6-11-0 6-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Vd TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5-8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=510/0-8-0, 2=568/0-8-0 Max Horz 2=93(LC 9) Max Uplift 4=-292(LC 10). 2=-377(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/954, 3-4=-966/952 BOT CHORD 2-5=785/883, 4-5=-785/883 WEBS 3-5=84/315 3x4 = PLATES GRIP MT20 244/190 Weight: 47 lb Fr = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 292 lb uplift at joint 4 and 377 lb uplift at joint 2. Io This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.56126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE 0SE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not �A a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pip•Y�e building design. Bracing Indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek* k• Is always required for stability and to prevent ccllapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type City Ply THE ROYALE 7BH T19781783 M11324 BOSTON HIP 1 1 Job Reference (optional) Qhambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:25 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-MAkIb3W2dyeyh8lc8CvYp674vy5bCkwgcfY864zXjGi 15-6-0 21.M 1-0-0 7-0-0 9.6-0 11-6-0 13.6-0 1 -0 17-6-0 19.6-0 21-0-0 23-6-0 25-6-0 28.1 35-0-0 6-0-0 -0.0 7-0-0 2-0-0 2-0.0 01 1-6-0 2-" 2-0-0 1.6-0 0 2-0-0 2-0-0 2.6-0 7-0-0 -0-0 Scale=1:62.6 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 4.00 12 5x6 = 12 14 16 35 — 33 32 30 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 REACTIONS. (lb/size) 2=134910-8-0, 28=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 28=-825(LC 10) 4x6 = 3x8 = 3x4 = 4x6 = 3x6 = 28-0-0 35-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 244/190 BC 0.56 Vert(CT) -0.67 32-33 >628 240 WB 0.48 Horz(CT) 0.14 28 n/a n/a Matrix -MS Weight: 208 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3392/2640, 3-4=1213/956, 4-8=-1157/946, 8-9=-1145/979, 9-12=-1122/1028, 12-14=-1125/1090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979, 22-26=-1157/946, 26-27=-1214/956, 27-28=-3393/2641, 3-5=-2373/2046, 5-7=-2376/2050, 7-10=2376/2050, 10-11=-2376/2050, 11-13=-2376/2050, 13-15=-237612050, 15-17=-2376/2050, 17-18=-2376/2050, 18-20=-2368/2046, 20-23=-2368/2046, 23-25=-2368/2046,25-27=-2364/2041 BOT CHORD 2-35=2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=-2361/3167, 28-30=-2358/3191 WEBS 3-35=0/284, 27-30=0/285, 3-33=-317/378, 18-33=-466/474, 27-32=-312/353, 14-15=405/437 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 10-8-9, Exterior(2)10-8-9 to 17-6-0, Interior(1) 24-3-7 to 31-2-6 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) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 28. 8) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. f0/09/2075 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 ANSIfTP/f quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city, Ply THE ROYALE T19781784 M11324 GRA SPECIAL 1 1 Job Reference (optional) Cihambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:27 2020 Page 1 ID:_kftGCA6bx7j2Syl HDXFw7ye3KX-IYsVOIXl9augwRS?GdxOuX5Zrlrvglw73zl FByzXjGg -1-0-0 4-1-8 5-7-3 8-2-13 9 8-8 13-10-0 14-10-0 1-0.0 4-1-8 1-5 11 2-7-9 1-5-11 4-1-8 2.37 12 4x4 = 4x10 19 4 20 4x4 = 21 5 22 64x10 2x3 II 3x4 = 3x4 = 2x3 II 3x4 = 3x4 = Scale=1:26.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 58 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD • Structural wood sheathing directly applied or 5.4-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7=-523(LC 8) Max Grav 2=787(LC 17), 7=787(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1798/1192, 3-4=1761/1197, 4-5=-1724/1169, 5-6=-1761/1190, 6-7=-1798/1137 BOT CHORD 2-12=1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10=-1024/1692, 7-9=1028/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 2 and 523 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 114 lb up at 4-1-8, 85 lb down and 124 lb up at 5-0-0, 113 lb down and 146 lb up at 5-7-3, 60 lb down and 129lb up at 5-11-0, 60 lb down and 129 lb up at 7-11-0, 113 lb down and 146 lb up at 8-2-13, and 85 lb down and 124 lb up at 8-10-0. and 63 lb down and 139 lb up at 9-8-8 on top chord, and 6 lb down and 7 lb up at 4-1-8, 18 lb down and 15 lb up at 5-0-0, 33 lb down at 5-7-3, 39 lb down at 5-11-0 , 39 lb down at 7-11-0, 33 lb down at 8-2-13, and 18 lb down and 15 lb up at 8-10-0, and 6 lb down and 7 lb up at 9-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 3=7(B) 4=-64(B) 5=-64(B) 6=7(B) 12=6(121) 11=35(B) 10=-35(B) 9=-6(B)19=-28(B) 20=60(B) 21=-60(B) 22=-28(B) 23=-18(B)24=-18(B) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 QuaWty Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply THE ROYALE Tmss T19781785 M11324 SPECIAL 1 1 Job Reference (optional) unambers I russ, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:28 2020 Page 1 ' ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-mlQuE5YwwtOXYbl BpLSFRkdg49ACP4oHldmoj0z> jGf 1-0-0 5-0-0 10-3-0 15-6-0 21-6-0 26-2-0 28-1-0 35-0.0 6-0 -0-0 5-0-0 5-3.0 53 0 6-0-0 4 8-0 1-11-0 6-11-0 0-0 4.00 12 4x8 = u�JT 3 25 'j N1 2 "( o 2x3 11 3x4 = 3x6 = 26 4 27 28 29 5 630 31 18 36 37 17 38 16 39 Sx1 =4041 3x4 = 2x3 II 3x4 = 3x6 = Scale=1:62.4 44 = 2x3 11 4x4 = 9 32 733 34 35 8 N 10 11 n 0 42 14 4313 12 3x4 =3x6 = 3x4 3x4 = 5-0-0 10-3-0 1560 21-6-0 28-1-0 35-0-0 5 06 5-3-0 5-3-0 6-0-0 6-7-0 6-11-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 7.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.11 17-18 >999 360 Vert(CT) -0.14 17-18 >999 240 Horz(CT) 0.03 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 146 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10=-314(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1773/1106, 34=1406/944, 4-6=-304/595, 6-7=-304/595, 7-8=-304/595, 8-9=-702/344,9-10=-719/323 BOT CHORD 2-18=962/1659, 17-18=-958/1675, 15-17=-843/1406, 14-15=-595/429, 12-14=-158/622, 10-12=-196/636 WEBS 3-18=0/331, 3-17=-297/158, 4-17=0/362, 4-15=2076/1313, 6-15=505/480, 7-14=-431/408, 8-14=-10631625, 8-12=-115/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165ri (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 846 Ib uplift at joint 15, 555 lb uplift at joint 14 and 314 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 341 lb up at 5-0-0, 100 lb down and 129 lb up at 7-0-12, 100 lb down and 129 lb up at 9-0-12. 100 lb down and 129 lb up at 11-0-12, 100 lb down and 129 lb up at 13-0-12, 100 lb down and 129 lb up at 15-0-12, 100 lb down and 129 lb up at 17-0-12, and 100 Ib down and 129 lb up at 19-0-12, and 100 lb down and 129 Ib up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 39 lb down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 lb down at 19-0-12, and 39 lb down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 24,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall � building design. Bracing indicated is to 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 �/iTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE RCYALE T19781785 M11324 GRB SPECIAL 1 1 Job Reference (optional) wtamoers I russ, Inc., t-or rlerce, t•L 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:28 2020 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-mIQuE5YwwtOXYbl BpLSFRkdg49ACP4oHldmoj0zXjGf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-9=54, 9-11=-54, 19-22=-20 Concentrated Loads (lb) Vert: 3=-160(F)18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=13(F) 40=-13(F) 41=13(F) 42=-13(F) 43=-13(F) ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily 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 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 ANSI/TPl1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City Ply THE ROYALE TGaC T19781786 M11324 HIP 1 1 Job Reference o tional '-'• ���� ���� �•� ��• �����, �- o. [aU S Mar l I LVIO IVIIIeK inauslres, Inc. I ue Mar Z4 7Z:o4:su Zulu rage 1 ID:_kriGCA6bx7j2Syl HDXFw7ye3KX-17XeenZBSVGFnvBax[VjW9jxmzm3tvGamxFvoHzXjGd 1-0-0 8-0-0 13-1-0 17-6-0 21-4-0 27-0-0 35-0-0 6-0 -0-0 8-0-0 5 8-0 3-10-0 3-10-0 8-0-0 0-0 �1 6 5x8 MT18HS = 4.00 12 2x3 II 3x8 = 3x6 = 2x3 II 3 23 24 25 426 27 285 6 729 30 31 32 5x8 MT18HS = 8 Scale = 1:60.3 16 33 15 14 34 35 36 37 13 38 12 39 11 3x5 = 2x3 II 3x6 = 6x10 = 6x10 = 3x6 = 2x3 II 3x5 = 27-0-0 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 0.71 BC 0.67 WB 0.79 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.22 11-22 >999 360 Vert(CT) -0.31 13-14 >830 240 Horz(CT) 0.05 9 n/a n/a PLATES MT20 MT18HS Weight: 157 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14, 5-14 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0-8-0 Max Horz 2=-109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=764(LC 8) Max Grav 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=377/225, 3-4=-109311954, 4-5=-1093/1954, 5-7=-194311220, 7-8=-1943/1220, 8-9=2776/1671 BOT CHORD 2-16=-154/317, 14-16=-160/350, 11-13=-1475/2624, 9-11=1464/2591 WEBS 3-16=200/679, 3-14=2514/1528, 4-14=-641/586, 5-14=-2674/1707, 5-13=1124/2080, 7-13=-592/548, 8-13=760/483, 8-11=-201/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2, 2133 lb uplift at sealed by ORegan, Philip, PE joint 14 and 764 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 312 lb up at using a Digital Signature. 8-0-0, 107 Ib down and 173 Ib up at 10-0-12, 107 Ib down and 173 Ib up at 12-0-12, 107 lb down and 173 lb up at 14-0-12, 1071b Printed copies of this down and 173 Ib up at 16-0-12, 107 Ib down and 173 lb up at 16-114, 1071b down and 173 lb up at 18-114, 107 lb down and 173 document are not considered lb up at 20-114, 107 lb down and 173 lb up at 22-114, and 107lb down and 173 lb up at 24-11-4, and 182 lb down and 312 lb up signed and sealed and the at 27-0-0 on top chord, and 411 lb down and 242 lb up at 8-0-0, 79 lb down and 1 lb up at 10-0-12, 79 lb down and 1 lb up at signature must be verified 12-0-12, 79 lb down and 1 lb up at 14-0-12, 79 lb down and 1 lb up at 16-0-12, 79 lb down and 1 lb up at 16-11-4, 79 lb down and 1 lb up at 18-114, 79 lb down and 1 lb up at 20-114, 79 lb down and 1 lb up at 22-11-4, and 79 lb down and 1 lb up at 24-11-4, on any electronic copies. and 411 lb down and 242 lb up at 26-114 on bottom chord. The design/selection of such connection device(s) is the responsibility Philip J. Ullegan PE No.58126 of others. MiTek USA, Inc. FL Cent 8634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 Date: LOAD CASE(S) Standard March 24,2020 ® WARNING - 1/erify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek41 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 �1 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/TPH Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply THE ROYALE T19781786 M11324 GRC HIP 1 1 Job Reference (optional) i, namoers I cuss, Inc., t-on rterce, t•L 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:30 2020 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-17XeenZBSVGFnvBaxlVjW9jxmzm3tvGamxFvoHzXjGd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 3-8=-54, 8-10=54, 17-20=•20 Concentrated Loads (lb) Vert: 3=-126(B) 6=-107(B) 8=126(B) 15=-50(B) 16=-411(B) 11=-411(B) 12=-50(B) 23=107(8) 25=-107(B) 26=-107(B) 27=-107(B) 28=107(B) 29=107(B) 30=-107(B)32=-107(B)33=-50(B)34=-50(B)35=-50(B)36=-50(B)37=-50(B)38=-50(B)39=-50(B) ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE 11111•7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall my 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 MiTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply THE ROYALE T19781787 M11324 J1 MONO TRUSS 2 1 Job Reference (optional) ri,hambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:31 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-AK5Os7apDoO5P3mmVT0y3NFEuMGVcYtj_a?SKjzXjGc -1-0-0 1-M 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=140(LC 10) Max Grav 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.1 3x4 = 1-M DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 5 >999 360 MT20 244/190 Vert(CT) -0.00 5 >999 240 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 4 lb uplift at joint 3 and 140 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. f0103/2615 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 Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Cdfeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qry ROYALE T19781788 M11324 J2 MONO TRUSS 4 [IyTTHEE Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:31 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-AK5os7apDoO5P3mmVT0y3NFEuMFhcYtj_a?SKjzXjGc 1-0-0 2-M 1.0-0 2-0-0 3x4 = LOADING (psf) SPACING- 210 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=136(LC 10), 4=-3(LC 7) Max Grav 3=42(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.8 m d 2-M DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 244/190 Vert(CT) -0.00 7 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 8 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) 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 28 lb uplift at joint 3, 136 lb uplift at joint 2 and 3 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart $034 6904 Parke East Blvd. Tampa FL 33610 Date; March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web andfor 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 ANS11TP/1 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALE T19781789 M11324 4 MONO TRUSS 2 1 Job Reference (optional) russ, Inc., tort Pierce, IL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:32 2020 Page 1 ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-fWfO3TbR_6Wy1DLy2AXBbaoPemaML?7sDEkOsAzXjGb -1-0-0 3.0-0 1.0-0 3-0-0 Scale = 1:9.4 3x4 = 3.0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0,01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=-54(LC 10), 2=147(LC 10), 4=-4(LC 10) Max Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; 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) 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 54 lb uplift at joint 3, 147 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 24,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 111/03/4015 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, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply THE ROYALE T19781790 M11324 J4 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:33 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-7iDnHoc3lQepfMv9cu2Q8oLW4AtR4SNOSuUZOczXjGa 4-0-0 1-0-0 4-0-0 3x4 = 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 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: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Harz 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=161(1_C 10), 4=-8(LC 10) Max Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; 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) 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 79 lb uplift at joint 3, 161 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Data: March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. f010312015 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 MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addltional temporary and permanent bracing 1 VliTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Qty Ply T197B7791 M11324 J5 MONO TRUSS 11 1 =ptional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:33 2020 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-7iDnHoc3lQepfMv9cu2Q8oLSAApH4SNOSuUZOczXjGa 5-0-0 Scale = 1:12.7 5-0-0 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Grav 3=125(LC 15), 2=243(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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; 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) 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 104 lb uplift at joint 3, 177 lb uplift at joint 2 and 9 lb uplift atjoint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. URegan PE No.58126 MiTek USA, Inc. FL Cent 8034 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek9 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T19781792 M11324 J6 MONO TRUSS 4 1 Job Reference (optional) Qhambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:34 2020 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-bvn9U8dhWlmgGWULAbZfg?hWa6ypvd9hYD6x2zXjGZ 1-0 0 6-0-0 1-0.0 6-0-0 3x4 = 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 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 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Horz 2=140(LC 10) Max Uplift 3=-129(LC 10), 2=-192(LC 10), 4=-8(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.3 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; 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) 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 129 lb uplift at joint 3, 192 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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.. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall HT 31' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Ply THE ROYALE T19781793 M11324 J8 MONO TRUSS �Qty 11 1 Job Reference (optional) Ohambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:35 2020 Page 1 ID:kFvnsnOwY419Zh0_nM3lc6ylJ9g-35LXiUdJHlvXug3XkJ4uDDOp7 XMYMtJvCzgTVzXjGY 1-0-0 8-0-0 1.0-0 8-0-0 Scale=1:17.5 3x4 7-0-0 8-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-3-14,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC201.7fTP12014 Matrix -MP Wind(ILL) 0.26 4-7 >368 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 174 lb uplift at joint 3, 226 lb uplift at joint 2 and 13 Ito uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HTr� t building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROYALE T19781794 M11324 JA MONO TRUSS �Qty 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:36 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-XHuvvgex2L1 OWgekHOc7mQz5eNyVHp7S8siD?x7XjGX 2-4-3 i 1.0-0 2-4-3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical Max Harz 2=73(LC 10) Max Uplift 3=-37(LC 10), 2=-139(LC 10), 4=-4(LC 7) Max Grav 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.3 2-4-3 2-4-3 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 244/190 Vert(CT) -0.00 7 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 9 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 24-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vaisd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; 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) 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 37 lb uplift at joint 3, 139 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING • VeNty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/09/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Quality CNteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T19781795 M11324 JB MONO TRUSS 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:36 2020 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-XHuvvgex2L10WgekHOc7mQzl ONm7Hp7S8siD7xzXjGX 1-2-5 5-5-11 1-2-5 5-5-11 Scale = 1:12.5 3x4 = 5-5-11 5-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 244/190 TCDL , 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 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: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=269/0-8-0, 4=63/Mechanical Max Horz 2=114(LC 10) Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4=-6(LC 10) Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at joint 2 and 6 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Kv 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/TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROYALE T19781796 M11324 JC MONO TRUSS �Qty 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:37 2UZU Image 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-1USH6Afape9F7_Dwrk7MIeVGNnJvOGNbNWSmXNzXjGW 1-0-0i 1-1-4 1-0-0 1-1-4 Scale = 1:6.2 3x4 = 1-1-4 1-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 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 FBC2017rrP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=11/Mechanical, 2=119/0-8-0, 4=4/Mechanical Max Horz 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=138(LC 10) Max Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; 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) 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 6 lb uplift at joint 3 and 138 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.56126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® wARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MI7ek8 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 MOW design. Bracing indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing iVliTe 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 Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 oti Truss Truss Type Ply THE ROYALE T19781797 M11324 KJ5 MONO TRUSS �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:38 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-TgOgKWgCayH618o6PRebr2OYBbJljclbABK4pzXjGV 1-5-0 3-11-0 7-0-2 1-5-0 3-11-0 3-1-2 2.83 12 3x4 = Scale = 1:15.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=194/Mechanical, 2=233/0-11-5, 4=94/Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=191(LC 8) Max Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; 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 174 lb uplift at joint 3 and 191 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only uponparameters 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T19781798 M11324 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:39 2U20 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xsa2XsggKGPzNHNlz89gN3bblbyjU50ugqxtcGzXjGU -1-5-0 7-2-7 11-3-0 1-5-0 7-2-7 4-0-9 3x4 = 3x4 = 7-2-7 11-0-12 1 -3 7-2-7 3-10-5 012 LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.08 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-9 >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: 44 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanical, 2=465/0-11-5, 5=409/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-91(LC 8), 2=332(LC 8), 5=-223(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=875/541 BOT CHORD 2-6=-535/842, 5-6=-535/842 WEBS 3-6=1/287, 3-5=-923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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 91 Ib uplift at joint 4, 332 Ib uplift at joint 2 and 223 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ib down and 61 Ib up at 2-11-0, 38 Ib down and 61 Ib up at 2-11-0, 8 Ib down and 106 Ib up at 5-8-15, 8 Ib down and 106 Ib up at 5-8-15, and 42 Ib down and 145 Ib up at 8-6-14, and 42 Ib down and 145 Ib up at 8-6-14 on top chord, and 31 Ib up at 2-11-0, 31 Ib up at 2-11-0. 11 Ib This item has been down and 31 Ib up at 5-8-15, 11 Ib down and 31 Ib up at 5-8-15, and 31 Ib down and 14lb up at 8-6-14, and 31 Ib down and 14 Ib up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. electronically Signed and 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). sealed by ORegan, Philip, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (plf) document are not considered Vert: 14=-54, 5-7=-20 signed and sealed and the Concentrated Loads (lb) signature must be verified Vert: =80(F=40, B=40) 11=-5(F=-3, B=-3) 12=-83(F=-42, B=-42) 13=14(F=7, B=7) 14=-21(F=11, B=-11) 15=-50(F=-25, on any electronic copies. 25) Philip J. O'Regan PE No.58128 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE, Design valid for use only with MTekID 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 into prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROYALE T19781799 M11324 KJA MONO TRUSS �Qty 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:39 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xsa2XsggKGPzNHNlz89gN3bbNbzyUAsuqqxtcGzXjGU 6-0-4 Scale = 1:13.6 6-0-4 6-0-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8), 2=150(LC 8) Max Grav 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 150 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-ds 54 Trapezoidal Loads (plf) (pl This item has been Vert: 2=0(F=27, B=27)-to-3=-81(F=-14, B=-14), 5=0(F=10, B=10)-to-4=-30(F=-5, B=-5) electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTcon nectors. nnectors. 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 ivtiTek' 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. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Ply THE ROYALE T19781800 M11324 KJB MONO TRUSS �Qty 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-2-9 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:40 2020 Page 1 ID:_kriGCA6bx7j2Sy1HDXFw7ye3KX-Q28QIChS5ZXq_RyVWsg3wG7oh?KKDd623UgR8iz)gGT 4-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical Max Horz 2=75(LC 8) Max Uplift 3=-84(LC 8), 2=136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.7 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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 84 lb uplift at joint 3 and 136 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-67(F=-7, B=-7), 5=0(F=10, B=10)-to4=-25(F=-2, B=-2) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Nat building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor 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 ANSVTPII Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROYALE T19781801 M11324 MV2 VALLEY �Qty 1 1 Job Reference c tional Chambers Truss, Inc., Fort Pierce, FL 3x4 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:412020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-uFioyXi4stfhcbXh4ZBITUg_ROhoy4MB18Q_h8zXjGS 4.00 12 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0' Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 5 lb FT = 0% 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. (lb/size) 1=41/2-0-0. 2=30/2-0-0, 3=11/2-0-0 Max Horz 1=21(LC 10) Max Uplift 1=-20(LC 10), 2=30(LC 10) Max Grav 1=42(LC 15), 2=32(LC 15), 3=22(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil•7473 rev. 1010312015 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 my building design. Bracing Indicated is to prevent buckling of individual truss web andfor 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, sea ANS11TPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply THE ROYALE T79781802 M11324 MV4 VALLEY 1 1 Job Reference (optional) Cumbers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:64:41 2020 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-uFioyXi4stfhcbXh4ZBITUgvHOfUy4MBI8Q_h8zXjGS 4-0-0 4-0-0 Scale = 1:9.4 3x4 3x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins, 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. (lb/size) 1=109/4-0-0, 3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=72(LC 10) Max Grav 1=112(LC 15), 3=117(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; 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.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 54 lb uplift at joint 1 and 72 lb uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. f0103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall my building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole - -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. 6-4-8 dimensions shown In ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C23 WEBS qq 4 O a EL c5-6 0 0 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -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 Bill MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIIrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.