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HomeMy WebLinkAboutTruss=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp4n or less 60 degrees or less • not . • on braced ♦ properly . • tostraps . • • : • &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41'- 46" IN LENGTH!! V2 span 4—.-Approx 213 to —10 Teg line E— approx. —� Tag line V2 of Span. 4-03 TT�'E REFER TO BCSI REFER TO SCSI Truss must be set this way IF crane is used. Truss must be set this way R crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. A!9 ANA AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ,I ! WA RNING !a The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GRB GR6 THD26-2 12-10d 1816d 'Please refer to Standard Engineering package for general instuction on installing hangers 1Dd=0.148" x 3" 16d=0.162" x 3 1/2" ALL CLOUDED AREAS MUST BE INITIALED BY THE CUSTOMER AFTER BEING CHECKED. it Hatch Legend r� WALL HEIGHT 9'-4 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: TYPICAL f FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED the undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for rmining successful fabrication of the pusses, t. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss' Shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 'After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has . o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph Y below is subject to change if any changes are made in this layout. A $50 per hour' fee for revisions may be charged by Chambers Truss. I i 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of ,delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss I teasonable attomeys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be ;added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees Payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including altomeys fees, if default in payment for material be made by the recipient, '`` 10. In the event of any litigation conceming this agreement, the items furnished hereunder or payments referred to! perein, the parlies agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per InNadonal Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI1TPI1WTCA 4 - 2002M 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED FOR TITLE r-_--A spreader bar may be required --_ -- ---------- - P y q per "BCSI" to prevent injury & damage. I j Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. lTemporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 1.._ Study the contents of the information packet included on delivery before setting trusses. d44., Trusses must be set and braced per design to prevent injury & damage. Trusses must be setlumb Ind 'square Do not set bunks or stack of plywood' roofing material or any other concentrated bads on trusses, this can cause collapse. t DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES`' CHAMBERS TRUSS INS -Moot 1* Ahbtth Sail Olean er venue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772.465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email' MAIL@CHAMBERSTRUSS.COM DRAWING I SUBMITTAL REVIEW APPROVED 0 APPROVED AS NOTED wa I] EVISEANDRESU8MIT []REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND Q.. GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT, JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORD HIS WORK WITH HER DES AND FULLC WITH CONTRACT U NTS By:, Date Z Zug, _ �AIPEKY��OtT7.'4 I.' d31 r - _ �- I L 94q, LOADINGIDESI CRITERIA REDUCIBLE AS SBC 1e046.1 I DESIGN CRITERIA --- County ST. LUCIE Building Department CITY OF FORT PIERCE I Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 15 4.2 0 Bottom Chord Live *10-Non Conocurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code2017 j I R.D.C.=Restraining Dead Load C,B =Confinuous Bracing Verify. DESIGN CRITERIA shown above with the building department and your engineer. i Design Criteria is the responsibility of the Building Designer and/or Engineer of Record �+ Chambers Truss Inc. Drawing Name: 76971 SCALE: 1 /4" = 11-011 190 total trusses, 66 unique designs Designer: RAC Reviewed by: Date: 09/08/20 FOR MAURICE SHAZIER DESCRIPTION: BENNETT Page 1 of 1 CUSTOMER INITIALS EACH PAGE 76971 RE: 76971 -BENNETT / Q58973 Site Information: Customer, Info:' MAURICE SHAZIER Lot/Block: Address: UNKNOWN City: FORT PIERCE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: BENNETT Model: Subdivision: State: FL MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 66 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21239098 A 9/9/20 15 T21239112 B5 9/9/20 2 T21239099 Al 9/9/20 16 T21239113 B6 9/9/20 3 T21239100 A2 9/9/20 17 T21239114 B7 9/9/20 4 T21239101 A3 9/9/20 18 T21239115 B8 9/9/20 5 T21239102 A4 9/9/20 19 T21239116 BA 9/9/20 6 T21239103 A5 9/9/20 20 T21239117 C 9/9/20 7 T21239104 A6 9/9/20 21 T21239118 C1 9/9/20 8 T21239105 A7 9/9/20 22 T21239119 C2 9/9/20 9 T21239106 A8 9/9/20 23 T21239120 C3 9/9/20 10 T21239107 A9 9/9/20 24 T21239121 E 9/9/20 11 T21239108 B 9/9/20 25 T21239122 El 9/9/20 12 T21239109 Bl 9/9/20 26 T21239123 E2 9/9/20- 13 T21239110 B2 9/9/20 27 T21239124 E3 9/9/20 14 T21239111 B3 9/9/20 28 T21239125 E4 9/9120 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 orl&y II nlc copies OVP The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. eeeeuu�r�� 0%% P 3. O'R s� No 58126 � r 53 t STATE OF : 1JJ s Phlllp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ORegan, Philip 1 of 2 IVIi'E'ek USA, Inc. RE: 76971 -BENNETT / Q58973 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: MAURICE SHAZIER Project Name: BENNETT Model: Lot/Block: Subdivision: Address: UNKNOWN City: FORT PIERCE State: FL No. Seal# Truss Name Date 29 T21239126 GR1 9/9/20 30 T21239127 GR2 9/9/20 31 T21239128 GR3 9/9/20 32 T21239129 GR5 9/9/20 33 T21239130 GR6 9/9/20 34 T21239131 GR7 9/9/20 35 T21239132 GRA 9/9/20 36 T21239133 GRB 9/9/20 37 T21239134 GRC 9/9/20 38 T21239135 GRID 9/9/20 39 T21239136 GRE 9/9/20 40 T21239137 GRL 9/9/20 41 T21239138 HV7 9/9/20 42 T21239139 HV9 9/9/20 43 T21239140 HV11 9/9/20 44 T21239141 A 9/9/20 45 T21239142 J2 9/9/20 46 T21239143 J2A 9/9/20 47 T21239144 J21- 9/9/20 48 T21239145 J3 9/9/20 49 T21239146 J3A 9/9/20 50 T21239147 J5 9/9/20 51 T21239148 J5A 9/9/20 52 T21239149 J5B 9/9/20 53 T21239150 J51- 9/9/20 54 T21239151 J6 9/9/20 55 T21239152 J7 9/9/20 56 T21239153 KJ5 9/9/20 57 T21239154 KJ6 9/9/20 58 T21239155 KJ7 9/9/20 59 T21239156 KJL 9/9/20 60 T21239157 L 9/9/20 61 T21239158: MV2 9/9/20 62 T21239159 MV4 919/20 63 T21239160 MV5 9/9/20 64 T21239161 MV6 919/20 65 T21239162 PBA 919/20 66 T21239163 PBB 919/20 2 of 2 Job Truss Truss Type Qty Ply / Q58973 T21239099 76971 Al Flat 1 1 �BENNETT Job Reference o Lionel �.nauruma uuaa, nw., ro, r rierce, rL ts.S3U s Jut Lz Luzu mi I eK Inaustnes, Inc. I Ue bep 6 14:U6:z3 zuzu Page 1 I D:Ke?xZmF9fOh PfRYgg9waRUyfkUr-oGXEJuva7f8cRc4?gcKBajMoUbA44BdUxOniE1 yfgHE 6-9.1 13A6 19-11-10 26-6-15 33-4-0 6-9-1 6-7-5 6-7-5 6-7-5 6-9-1 Scale = 1:56.8 4x5 = 2x3 11 3x6 = 3x8 = 2x3 11 3x6 = 3x8 = 3x4 11 1 17 2 3 4 18 19 5 6 7 20 8 16 15 14 13 12 11 10 9 3x6 11 6-9-1 410 = 3x6 = 24 II 3x8 = 3x6 = 24 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud TCLL I Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 12-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.23 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.08 12-13 >999 240 LUMBER- BRACING- 6x8 = PLATES GRIP MT20 244/190 Weight: 207 lb FT = 20% TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. WEBS 1 Row at midpt 1-16, 1-15, 4-15, 4-12, 7-9 REACTIONS. (size) 16=Mechanical, 9=0-3-8 Max Uplift 16=-362(LC 12), 9=-362(LC 12) Max Grav 16=1487(LC 1), 9=1487(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1426/641, 1-2=-1480/604, 2-4=1480/604, 4-5=2176/880, 5-7=-2176/880 BOT CHORD 13-15=-880/2177, 12-13=-880/2177, 10-12=-605/1482, 9-10=-605/1482 WEBS 1-15=-777/1908, 2-15=-503/315, 4-15=-910/369, 4-13=01259, 5-12=-452/273, 7-12=-367/907, 7-10=0/286, 7-9=-19101778 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-5-12, Interior(1) 3-5-12 to 33-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=362, 9=362. 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. Megan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE, Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not B a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall O�n�• 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 Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job as Truss Type Qty Ply BENNETT / Q58973 T21239098 76971 A Flat 1 1 Job Reference o tional i.nauiuoia Huss, utu., rust rterce, rL 6-9.1 6-7-5 0.331) s Jul ZZ ZUZU MI I eK inousi les, Inc. I Lie aep t5 14:UCZZ zuzu rage 1 Scale = 1:56.8 3x8 = 2x3 11 3x6 = 3x8 = 2x3 11 3x3 = 3x10 = 3x4 11 1 17 2 3 4 18 19 5 6 7 20 8 it) 3x6 II IA_ 1b 13 5x8 = 46 = 2x3 12 lU 3x8 = 3x6 2x3 11 9 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.30 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 12-13 >999 240 Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 1 Row at midpt 1-15, 4-15, 7-9 REACTIONS. (size) 16=Mechanical, 9=0-3-8 Max Uplift 16=-362(LC 12), 9=362(1_C 12) Max Grav 16=1487(LC 1). 9=1487(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=1425/641, 1-2=-1804/736, 2-4=1804/736, 4-5=-2652/1072, 5-7=-2652/1072 BOT CHORD 13-15=1073/2653, 12-13=-107312653, 10-12=-737/1805, 9-10=-737/1805 WEBS 1-15=-878/2158, 2-15=-501/313, 4-15=-10321418, 4-13=0/259, 5-12=-453/273, 7-12=-416/1029, 7-10=01285, 7-9=2160/880 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat: II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-5-12, Interior(1) 3-5-12 to 33-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=362, 9=362. 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 Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MI1-7473 rev. 5/79/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not pBBp a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ®s building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality critede, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239100 76971 AZ Flat 1 1 Job Reference o tional cnamoers I russ, mc., t-or1 Fierce, rL 6.33u s Jul zz zuzu mi I etc inousmes, Inc. I ue z)ep C 74:uo:z4 zuzu rage 1 ID:Ke?xZmF9fOh PfRYgg9waRUyfkUr-GT5cWEwCuzGS3mfCEJrQ7wuyJ?XdpdreA2XFmTyfgHD 6-9-1 13-4.6 19-11-10 26.6-15 33-4-0 _ r 6-9-1 6-7-5 6-7-5 — 6-7-5 6-9-1 Scale = 1:57.0 45 = 2x3 II 3x6 = 3x8 = 2x3 II 3x6 = 3x8 = 3x4 II 1 17 2 3 4 18 19 5 6 7 20 8 BIJ 16 21 14 22 23 11 24 25 15 13 12 10 9 , 3x6I 11 4x10 = 3x6 — 2x3 11 3x8 = 3x6 — 2x3 11 6x8 = 1T 1 F 6-9-1 13-4-6 _ _ 19-11-10_ 26 G-15 33-4-0 F 6-9-1--r 6-7-5 6-7-5 6-7-5 6-9-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.20 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.06 9 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.07 12-13 >999 240 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. WEBS 1 Row at midpt 1-16, 1-15, 4-15, 4-12, 7-9 REACTIONS. (size) 16=Mechanical, 9=0-3-8 Max Uplift 16=-362(LC 12), 9=-362(LC 12) Max Grav 16=1S44(LC 17), 9=1534(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1427/641, 1-2=-1277/512, 24=1277/512, 4-5=-189V746, 5-7=-1896/746 BOT CHORD 13-15=-746/1921, 12-13=746/1921, 10-12=513/1321, 9-10=-513/1321 WEBS 1-15=-711/1775, 2-15=-505/316,4-15=-907/337, 4-13=0/314, 5-12=-452/273, 7-12=-335/828, 7-10=0/335, 7-9=-18401713 NOTES- 1) Wind: ASCE 7-10; VUit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-5-12, Interior(1) 3-5-12 to 33-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=362, 9=362, 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 Cert6634 8904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not qB a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall y O building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Craln Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply / Q58973 T21239101 76971 A3 Hip 1 1 �BENNETT Job Reference (optional) O.OJU 1 JUI LL LULU NII I UK Ir RIUbaleb, IIIU. I Ue Oell O IY:uo;LO LULU rage -I ID:Ke7xZmF9fOhPfRYgg9waRUyfkUr-kfe_kaxgfHOJgwEOo1 MfgBR9sPreY25nPiGplvyfgHC 1-8-0 I 8-8-14 15-8-0 22-7-2 29-M 33-4-0 1 8-0 7-0-14 6-11-2 6-11-2 7-0-14 6.00 12 Sx6 24 II 3x8 = 3x6 2x3 II 4x8 = 3x4 11 2 17 18 3 194 5 20 6 21 7 Scale=1:57.8 4x4 8 22 71 1A 24 v I' IJ Il Ill 9 6x8 = 3x6 = 2x3 II 3x6 4x8 = 4x4 = 3x6 II r 4x10 = r— r 1� 8 0 8-8-14 15 8 0 22-7-2 29-8-0 33-4-0 1:0 7-0-14 6-11-2 6-11-2 7-0-14 3-8-0 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] [7:0-5-8 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) -0.18 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.33 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.06 13 >999 240 Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 1 Row at midpt 2-15, 4-15, 4-11, 7-10, 8-9, 2-16 REACTIONS. (size) 16=11illechanical, 9=0-3-8 Max Horz 16=-36(LC 12) Max Uplift 16=-369(LC 12), 9=-355(LC 12) Max Grav 16=1574(LC 17), 9=1552(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1365/609, 3-4=-1365/609, 4-6=-1537/710, 6-7=-1537/710, 7-8=-826/370, 8-9=-1543/673 BOT CHORD 15-16=-75/325, 13-15=649/1766, 11-13=-649/1766, 10-11=-267/678 WEBS 2-15=-613/1567, 3-15=-530/337, 4-15=590/244,4-13=0/328, 4-11=-353/101, 6-1 1=-533/336,7-11=-480/1252, 7-10=-919/465, 8-10=-507/1289, 2-16=-1447/712 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-4-9, Interior(1) 6-4-9 to 29-8-0, Exterior(2) 29-8-0 to 33-2-4 zone;C-C for members and forces 8l MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. This item has been 6) Refer to girder(s) for truss to truss connections. electronically Signed and 7) Provide mechanical co6nection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by ORe an, Philip, PE 9 pl 16=369,9=355. 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 Date: September 9,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -- HT ®�Jrpp� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall IO building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeit is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 38610 Job Truss Truss Type Qty Ply BENNETT I Q58973 T21239102 76971 A4 Hip 1 1 Job Reference (optional) chambers I russ, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTeK Inaustnes, Inc. I ue Sep 8 14:Ub2f 2020 Page 1 I D:Ke7xZmF9fOh PfRYgg9waRUyfkUr-hl ml9Gy4BuelwEOnvSO71ZWUOCYJ00Z4s01wNoyfgHA 3 811-8-9 — _ 19-7-7 - 27-8.0 33-4-0 M-2-0 0 8-0-9 7-10-13 8-0-9 5-8-0 6.00 12 4x8 = 2x3 II 3x6 �- 3x8 = 45 = 2 16 3 17 4 18 5 19 6 4x4 i 1 20 3x5 7 no ,a oz ,n ne ID 19 iL 3x6 11 4x4 = 3x6 = 48 = I� Scale = 1:60.3 11 y a 2x3 II 3x6 = 48 = 3x6 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.46 BC 0.44 WB 0.70 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.10 9-11 >999 360 Vert(CT) -0.21 9-11 >999 240 Horz(CT) 0.04 8 n/a n/a Wind(LL) 0.05 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 1 Row at midpt 2-14, 2-12, 3-12, 5-12, 5-9, 6-9. 1-15, 7-8 REACTIONS. (size) 15=Mechanical, 8=0-3-8 Max Horz 15=62(LC 11) Max Uplift 15=369(LC 12), 8=355(LC 12) Max Grav 15=1566(LC 17), 8=1548(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=748/347, 2-3=-1438f704, 3-5=-1438/704, 5-6=-910/502, 6-7=-1067/473, 1-15=-1570f7OO,7-8=-15101672 BOT CHORD 12-14=-192/659,11-12=-576/1573,9-11=-576/1573 WEBS 2-14=-957/514, 2-12=-496/1222, 3-12=-592/371, 5-11=0/434, 5-9=-1032/360, 1-14=-537/1325, 7-9=463/1239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 8-4-9, Interior(1) 8-4-9 to 27-8-0, Exterior(2) 27-8-0 to 32-4-9, Interior(1) 32-4-9 to 33-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and 6) Refer to girder(s) for truss to truss connections. Sealed by ORegan, Philip, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=369. 8=355. 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: September 9,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Oualky Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Infonnation available from Truss Plate Institute, 267D Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21239103 76971 A5 Hip 1 �BENNIETT/08973 1 Job Reference o tional 3x5 o.aau b Jul LL ZuZu Wit UK IIIuubulub, mu. I ue oup o rv:uo:zo zuzu rage I ID: Ke7x7-mF9fOhPfRYgg9waRUyfkUr-9EK7MczjyCmuXNzzT9wMHm3aXcvwlORESgVfvEyfgH9 513 8 0 12 4-9 18-11-7 25 8.0 33-4-0 .8-0 6.8-9 6-6-13 6 8-9 7-8-0 4x8 = 6.00 12 2x3 II 3x6 = 3x6 = 4x6 = 2 18 3 194 20 5 21 6 17 22 23 t 16 46 7 1A ,a 25 3x6 }I+1 3x5 = 3x6 3x8 = 24 II 3x6 = 3x10 = II - 33-4-0 Scale = 1:60.6 a 3x6 11 F7 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.80 BC 0.36 WE 0.98 Matrix -MS DEFL. in (loc) I/dell Ud Vert(LL) -0.08 8-9 >999 360 Vert(CT) -0.18 8-9 >999 240 Horz(CT) 0.03 8 n/a n/a Wind(LL) 0.04 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 251 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-11 cc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 1 Row at midpt 2-14, 3-12, 5-12, 5-9, 6-9. 1-15, 7-8 REACTIONS. (size) 15=Mechanical, 8=0-3-8 Max Horz 15=88(LC 11) Max Uplift 15=-369(LC 12), 8=355(1_C 12) Max Gram 15=1623(LC 17). 8=1617(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-977/452, 2-3=-13141686, 3-5=-1314/686, 5-6=-1031/583, 6-7=-1229/539, 1-15=-1527/701, 7-8=-1485/676 BOT CHORD 12-14=-267/851, 11-12=-507/1414, 9-11=-507/1414 WEBS 2-14=-753/407, 2-12=-383/943, 3-12=497/312, 5-11=0/355, 5-9=-752/261, 1-14=-476/1239, 7-9=433/1204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-5-12, Interior(1) 3-5-12 to 5-8-0, Exterior(2) 5-8-0 to 10-4-9, Intedor(1) 10-4-9 to 25-8-0, Exterior(2) 25-8-0 to 30-4-9, Interior(1) 30-4-9 to 33-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Sealed b ORe Philip,PE y gan, 15=369, 8=355, 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not NV HE' 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 ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239104 76971 A6 Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:30 2020 Page 1 ID:Ke7x7mF9fOhPfRYgg9waRUyfkUr-5cStnH_zupOcnh7MbaygNBBxOQ WcDMrWy_a_7yfgH7 6-11-12 13 8-0 18-8-0 23 8-0 30-5-7 37 6 6 ' 6-11-12 6-8 4 5-0-0 5-0-0 6-9-7 7-D-15 5x6 = 3x4 = 5x6 3 18 4 1920 21 5 3x6 11II 4x4 = 3x6 3x8 = 3x8 = M= 4x4 = ry�3xxx666 II IJ I 6-11-12 13-8-0 1 23-M 30-5-7 37-" Scale = 1:71.5 4 A LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.60 WB 0.73 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wtnd(LL) in (loc) I/defl Ud -0.30 11-12 >999 360 -0.51 11-12 >874 240 0.05 8 n/a n/a . 0.05 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 263 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-6 cc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 1 Row at midpt 2-12, 4-12, 4-11, 6-11 REACTIONS. (size) 15=0-8-0, 8=0-3-8 Max Horz 15=187(LC 11) Max Uplift 15=408(LC 12), 8= 408(LC 12) Max Grav 15=1750(LC 17), 8=1751(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1681/719, 2-3=-1757/869, 3-4=-1498/858, 4-5=-1508/863, 5-6=1769/872, 6-7=-1714/730, 1-15=-1686/758, 7-8=1686/756 BOT CHORD 12-14=-571/1568, 11-12=-55211604, 9-11=569/1446 WEBS 2-14=-600/346, 3-12=-159/432. 4-12=332/168, 4-11=-316/158, 5-11 =-1 58/433, 6-9=-580/339, 1-14=-625/1578, 7-9=-627/1592 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-10-13, Interior(1) 3-10-13 to 13-8-0, Exterior(2) 13-8-0 to 18-11-11, Interior(1) 18-11-11 to 23-8-0, Exterior(2) 23-8-0 to 28-11-11, Interiof(1) 28-11-11 to 37-4-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL=10.0psf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) PE sealed b ORe an, Philip, Y 9 P 15=408,8=408. , 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: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. I Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notatrusssystem. Beforeuse,the building designer must verify the applicability ofdesign parametersand property incorporate this design Irdotheoverall 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 ANS11TP/t Quality Criteria, DSB-89 and Bost Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type rt�;F�ijG1.1 nc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:32 2020 Page 1 I D: Ke?xZmF9fOhPfRYq g9wa R UyfkU r-1 ?aeCzOD?QG KO?Gki?_I ScDFm DFuhEspOITh2?yfgH5 7-11-12 15.8-0 21-8-0 2M-7 37.E-6 7-11-12 7-8-4 6-0-0 7-9-7 8-0-15 6.00 12 Sx8 = 5x6 = 4 19 205 4x6 3x6 II 4x4 = 4x6 = 3x4 = 3x8 = 3x6 4x4 = 3x6 II 0-1 717 7-11-12 16.8-0 21-8-0 2Q F-7 A7-8-R Scale = 1:70.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.42 WB 0.89 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.11 10-12 >999 360 -0.22 10-12 >999 240 0.04 9 n/a n/a 0.05 13 >999 240 PLATES GRIP MT20 244/190 Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. 4-12: 2x4 SP M 30 WEBS 1 Row at midpt 2-13, 4-12, 7-12 REACTIONS. (size) 16=0-8-0, 9=0-3-8 Max Horz 16=215(LC 11) Max Uplift 16=-408(LC 12), 9=-408(LC 12) Max Grav 16=1742(LC 17). 9=1736(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1768/747, 24=1677/865, 4-5=1412/862, 5-7=1675/867, 7-8=1789/756, 1-16=-1679/754, 8-9=-1672f753 BOT CHORD 13-15=-579/1644, 12-13=-464/1491, 10-12=-576/1501 WEBS 2-15=-492/321, 4-13=-76/394, 5-12=116/341, 7-12=-250/174, 7-10=-475/314, 1-15=-610/1596,8-10=-612/1601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exit B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-10-13, Interior(1) 3-10-13 to 15-8-0, Exterior(2) 15-8-0 to 20-11-11, Interior(1) 20-11-11 to 21-8-0, Exterior(2) 21-8-0 to 26-11-11, Interior(1) 26-11-11 to 37-4-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed b ORe anPhilip, PE y 9, p, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=40B, 9=408. 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: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 6/19/2020 BEFORE USE. —m t Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not qp� 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Q58973 T21239106 76971 A8 Piggyback Base 2 1 �BENNETTI Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:34 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr_OhOdf1TX2W2FIQ7gQOmX1Jdwlwc96CBTbyn7uyfgH3 2 8-0 9-2-0 15 8-0 21-8-0 23-0-0 30-3-7 37 6� 2r 0 6 6-0 6.6-0 6-0-0 1 8 0 6-11-7 7-2-15 4x5 6.00 12 5x6 = 5x6 = 23 246 3x4 11 6x8 = 3x4 II 3x4 II 30-3-7 4x8 = 3x6 11 5P Scale = 1:70.5 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017/TP12014 CSI. TC 0.74 BC 0.46 WB 0.96 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.16 14-15 >999 360 Vert(CT) -0.32 14-15 >999 240 Horz(CT) OA3 11 n/a n/a Wind(LL) 0.07 14-15 >999 240 PLATES GRIP MT20 2441190 Weight: 279 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins, BOT CHORD 2x4 SP M 30 -Except- except end verticals. 2-19,7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-14 WEBS 1 Row at micipt 4-15. 6-15 REACTIONS. (size) 11=0-3-8, 20=0-8-0 Max Horz 20=215(LC 11) Max Uplift 11=-408(LC 12), 20=-408(LC 12) Max Grav 11=1676(LC 1), 20=1678(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1572/634, 2-4=-2255/981, 4-5=1922/970, 5-6=-1653/954, 6-7=-1972/1136, 7-9=2033/994, 9-10=-1653/728, 1-20=1775/716, 10-11=-1611/750 BOT CHORD 2-18=-8921460, 17-18=-561/1603, 15-17=-754/2073, 14-15=-542/1638, 7-14=-328/317 WEBS 2-17=-211/715, 4-15=-483/272, 5-15=-162/451, 12-14=567/1438, 9-14=-87/520, 9-12=-952/490, 1-18=-680/1747, 10-12=-600/1523, 6-14=-394/728, 16-20=-270/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-10-13, Interior(1) 3-1 b-13 to 15-8-0, Extedor(2) 15-8-0 to 20-11-11, Interior(1) 20-11-11 to 21-8-0, Exterior(2) 21-8-0 to 26-11-11, Interior(1) 26-11-11 to 37-4-10 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 nonconourrent with any other live loads. This Item has been 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL =1 O.Opsf. sealed by ORegan, Philip, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=408, 20=408. 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 Cott6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MUM( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 11111111 T21239107 76971 A9 Piggyback Base 1 1 �BENNETT Job Reference optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:37 2020 Page 1 ID:Ke7xZmF9fOhPfRYgg9waRUyfkUr-OzNXFg4Mgzuc6m9iVYaT9gxBFExFM UQY9ZASjDyfgHO 2-8-0 9-2-0 15-8-0 21-8-0 23-4-0 30-5-0 37-9-8 2-8-0 6-0-0 6-6-0 6-0-0 1-8-0 7-1-0 7-4-8 45 6x8 = 3x4 II I�> 6.00 12 5x6 = Sx6 = 5 23 246 3x4 11 21 3x4 11 4x8 = Scale = 1:70.7 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.73 BC 0.47 WB 0.93 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wjnd(LL) in (loc) Ildefl Lid -0.16 14-15 >999 360 -0.33 14-15 >999 240 0.13 11 n/a nla 0.08 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 280 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc pudins, BOT CHORD 2x4 SP M 30 `Except* except end verticals. 2-19,7-13: 2x4 SP No.3 BOT CHORD Rigid.ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS, (size) 11=0-5-8, 20=0-8-0 Max Horz 20=217(LC 11) Max Uplift 11=-410(LC 12), 20=-412(LC 12) Max Grav 11=1688(LC 1). 20=1689(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (IN or less except when shown. TOP CHORD 1-2=-1583/636, 2-4=-2273/988, 4-5=-1942/979, 5-6=-16711962, 6-7=-2010/1154, 7-9=2071/1008, 9-1 0=-1 706/748, 1-20=1787/717, 10-11=-1622(754 BOT CHORD 2-18=-8991466, 17-18=-556/1614, 15-17=-754/2090, 14-15=-547/1664, 7-14=-3371325 WEBS 2-17=-218/724, 4-15=-481/271, 5-15=166/461, 12-14=-584/1482, 9-14=-77/502, 9-12=938/485,1-18=-682/1759,10-12=-61011553, 6-14=-4101760, 18-20=-273/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-11-2, Interior(1) 3-11-2 to 15-8-0, Extedor(2) 15-8-0 to 21-0-2, Interior(1) 21-0-2 to 21-8-0, Extedor(2) 21-8-0 to 27-0-2, Interior(1) 27-0-2 to 37-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on thebottomchord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by ORegan, Philip, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=410, 20=412. 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 hliTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of designparameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M I ly� ei lc 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 ANSI1TPIf Quality Criterla, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239108 76971 B Hip 1 1 Job Reference (optional) chambers truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. I ue Sep 8 14:U6:38 2020 Page 1 I D:Ke7xZmF9fOhPfRYgg9waRUyfkUr-s9xvS05_bG1 Tkwku3G5ihtTMpeFT5xGlODW.?GfyfgH7 1-8-0 , 8-5.10 15-3-3 22-0.13 28A0-6 __ 35-8-0 _, 38-0-0 ' 1 8 0 ' 6-9-10 6-9-10 6-9.10 6-9-10 6-9-10 2-4 0 6.00 12 5x6 3x4 11 3x4 11 2 19 203 3x6 = 3x8 = 3x4 11 3x6 = 3x4 = 4 5 6 21 7 8 22 Scale = 1:66.2 5x6 = 9 3x4 II 18 17 16 15 14 13 12 11 6x8 = 4x12 = 4x6 = 3x8 = 4x6 = 4x6 — 6x8 = 3x4 II N 8-5-10 15-3-3 22-0-13 28-10-6 38.0-0 a_s_in a_o_�n a_o_�n — own - - -- 0_4_4n Plate Offsets (X,Y)-- [2:0-3-0,0.2-0] [9:0-3-0 0-2-0] 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 0.49 Vert(LL) -0.19 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.46 14-15 >976 240 BCLL 0.0 Rep Stress Incr YES WE 0.89 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 14-15 >999 240 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=Mechanical, 18=Mechanical Max Horz 18=26(LC 11) Max Uplift 11=-412(LC 12), 18=-414(LC 12) Max Grav 11=1697(LC 1), 18=1697(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2503/1096, 3-5=-2503/1096, 5-6=-3483/1493, 6-8=3483/1493, 8-9=2642/1165 BOT CHORD 17-18=235/560, 15-17=1397/3441, 14-15=-139713441, 12-14=1094/2642. 11-12=-352/776 WEBS 2-17=-949/2341, 3-17=-509/330, 5-17=1131/478, 5-15=0/259, 6-14=-468/283, 8-14=-424/1017, 8-12=-1077/551, 9-12=-893/2251, 2-18=-1707/815, 9-11=-1737/817 Structural wood sheathing directly applied or 3-7-9 cc purlins, except end verticals. Rigid ceiling directly applied or 6-2-13 cc bracing. 1 Row at midpt 2-17, 5-17, 9-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 7-0-8, Interior(1) 7-0-8 to 35-8-0, Ekterior(2) 35-8-0 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate"grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=412, 18=414. 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 Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSLITP11 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Ply BENNETT / 1 T21239109 Chambers Truss, Inc„ Fort Pierce, FL 8,330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:39 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-KLVHgM5cMa9KM4J4czcxE5OW72cxgRbrdtfYo5yfgH_ 3 8-0 11-2-14 18 8-0 26-1-2 33 8-0 38-0-0 3 8-0 7-0-14 7-5-2 7-5-2 7-6-14 4-4-0 Scale = 1:66.0 6.00 12 5x8 = 3x4 11 3x6 = 3x8 = 3x6 = 3x4 II 5x8 = 2 19 20 3 4 21 5 22 6 7 23 24 8 25 4x5 18 17 26 16 15 27 14 28 13 12 29 11 10 3x6 II 4x4 = 4x10 = 4x6 3x4 II 4x6 — 4x10 = 4x4 = 3x6 II H LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.33 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.m 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.13 14 >999 240 Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-15 cc bracing. WEBS 1 Row at midpt 2-16, 5-16, 5-12, 8-12 REACTIONS. (size) 18=Mechanical, 10=Mechanical Max Horz 18=54(LC l l) Max Uplift 18=-414(LC 12), 10=-412(LC 12) Max Grav 18=1697(LC 1), 10=1697(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1205/559, 2-3=2474/1157, 3-5=2474/1157, 5-7=-2554/1194, 7-8=-2554/1194, 8-9=1397/641, 1-18=1680/780, 9-10=-1670/779 BOT CHORD 16-17=-412/1051, 14-16=-1198/2951, 12-14=-1198/2951, 11-12=-494/1178 WEBS 2-17=-937/491, 2-16=-755/1823, 3-16=-570/363, 5-16=-649/251, 5-14=0/312, 5-12=-551/202, 7-12=-571/362, 8-12=-704/1727, 8-11=-813/433,1-17=-630/1481, 9-11=-630/1514 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 9-0-8, Intedor(1) 9-0-8 to 33-8-0, Extedor(2) 33-8-0 to 37-10-4 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 nonooncurrent with any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been Will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically Signed and 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Sealed b ORe anPhilip, PE Y 9, p 18=414,10=412. 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 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192620 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 ANSUTPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qry Ply BENNETT I Q58973 T21239110 76971 82 Hip 1 1 Job Reference (optional) undinvurs r rubs, Inc., run rlerce, t-L 6.33U s JUI 22 2UZU mi I eK Inaustnes, Inc, I us sep t3 14:uu:41 zuzu Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-Gkcl527suBP2bNSTkOfPJW5gHslRIID84BBfr_ fgGy 5-8-0 12-2-14 18-8 0 25-1-2 31-8 0 38-0-0 5-8-0 6 6-14 65-2 6-5-2 6 6-14 6.4-0 6.00 12 5x8 = 2 19 3x4 II 3x8 = 3x6 = 3x4 II 5x8 = 20 3 21 4 5 22 6 23 24 7 Scale=1:66.0 17 16 27 15 14 28 13 29 12 11 30 10 9 3x6 II 4x4 = 4x8 = 3x6 3x4 II 4xB = 4x4 = 3x6 II 4 3x6 = /i LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.67 BC 0.45 WB 0.88 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well Ltd -0.11 11-13 >999 360 -0.25 11-13 >999 240 0.07 9 n/a n/a 0.10 13 >999 240 PLATES GRIP MT20 2441190 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bracing. WEBS 1 Row at midpt 4-15, 4-11 REACTIONS. (size) 17=Mechanical, 9=Mechanical Max Horz 17=81(LC 11) Max Uplift 17=-414(LC 12), 9=412(LC 12) Max Grav 17=1724(LC 17), 9=1725(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1526/693, 2-3=2210/1074, 3-4=-2210/1074, 4-6=-2273/1098, 6-7=-2273/109B, 7-8=-1675/748, 1-17=-16B0/787, 8-9=1672/782 BOT CHORD 15-16=504/1331, 13-15=-1009/2565, 11-13=1009/2565, 10-11=-556/1395 WEBS 2-16=-698/379, 2-15=-555/1338, 3-15=-4921311, 4-15=-51 3/183, 4-13=0/307, 4-11=-431/144, 6-11=-492/308, 7-11=513/1256, 7-10=-597/336, 1-16=606/1511, 8-10=-609/1554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-11-6, Intedor(1) 3-11-6 to 5-8-0, Exterior(2) 5-8-0 to 11-0-8, Interior(1) 11-0-8 to 31-8-0, Exterior(2) 31-8-0 to 37-0-8, Interior(1) 37-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. Sealed b ORe anPhilip, PE Y 9, p, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. 17=414, 9=412. 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 Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE( REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. -- Q' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not eg 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 pennanent 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 ANS11TPlf Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 76971 83 Hip t 1 T21239111 Job Reference (optional) ......����� �� o, n��., run r uiw, rL 6.J3U S JUI Zz ZU2u mi I eK Inausme3, Inc. I Ue Jep S 14:Ub:4Z ZUZU Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-IwAQ108VfVXvDX1 f15AesjewDFe311THJruCOQyfgGx 7-8-0 15-0-9 22-3-7 29.8-0 33-8-0 38-0-0 7-8-0 7-4-9 7-2-13 7-4-9 4-0-4 ' 4 3-12 4x5 5x8 = 6.00 12 2 3x4 II 3x6 = 3x8 = = 19 3 4 5 20 21 6 5x6 Scale = 1:66.0 18 17 1 \ 7 N 16 15 23 14 13 24 12 11 25 10 26 27 3x6 II 4x4 = 3x6 = 3x4 11 3x6 = 3x8 = = 0 3x10 = ^6x8 ' J I ---� 7-8-0 15-0-9 22-3-7 29-8-0 38-0-0 7.8-0 7-4-9 7-2-13 7-4-9 8-4-0 Plate Offsets (X,Y)-- [1:Edge 0-.1-12] (2:D-5-8 0-2-4] [6:0-3-0 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.11 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.25 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.08 12-13 >999 240 Weight: 246 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. WEBS 1 Row at midpt 5-13, 5-10, 7-9 REACTIONS. (size) 16=Mechanical, 9=0-8-0 Max Horz 16=109(LC 11) Max Uplift 16=-414(LC 12), 9=-412(LC 12) Max Grav 16=1747(LC 17), 9=1793(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1739/768, 2-3=2152/1062, 3-5=-2152/1062, 5-6=-1589/819, 6-7=-1811/849, 1-16=-16821787 BOT CHORD 13-15=-556/1518, 12-13=-853/2236, 10-12=-853/2236, 9-10=-507/1174 WEBS 2-15=-507/311, 2-13=-424/1055, 3-13=-538/332, 5-12=0/356, 5-10=-1009/402, 6-1 0=-1 33/440, 7-10=-132/665, 1-15=586/1561, 7-9=19041843 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-11-6, Interior(1) 3-11-6 to 7-8-0, Exterior(2) 7-8-0 to 13-0-8, Interior(1) 13-0-8 to 29-8-0, Exterior(2) 29-8-0 to 35-0-8, Interior(1) 35-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically Signed and 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by ORegan, Philip, PE 16=414, 9=412. 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 Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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/i'PIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239112 76971 85 Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:06:43 2020 Page 1 I D: Ke?xZm F9fOh PfRYgg9wa RUyf kUr-D6ko Wk87 Q pfmghcrrphtOxBCDfzhmDpRYVdmwtyfgGw 2 8-0 7-2-0 t 1-8-0 _ 17-6-0 _ _ 23 4-0 _ 25 8-0 31-8-0 38-M 2 8-0 4 6-0 4 6-0 6-10-0 5-10-0 2 4-0 6-0 4 6-3-12 4x5 ci 5x8 = 5x6 = 4 22 523 24 256 79 16 12 11 10 6x8tt--�= 4x8 3x6 17-6-0 Scale = 1:67.2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI.. TC 0.58 BC 0.53 WB 0.81 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.18 16-17 >999 360 -0.40 16-17 >999 240 0.14 10 n/a n/a 0.08 13-14 >999 240 PLATES GRIP MT20 244/190 Weight: 281 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purftns, BOT CHORD 2x4 SP M 30 `Except' except end verticals. 2-18,6-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-13 WEBS 1 Row at midpt 5-13 REACTIONS. (size) 10=0-8-0, 19=0-8-0 Max Holz 19=164(LC 11) Max Uplift 10=-412(LC 12), 19=-414(LC 12) Max Grav 10=1697(LC 1), 19=1737(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1605/637, 2-3=-1711/766, 3-4=-2195/1046, 4-5=2164/1130, 5-6=-2017/1080, 6-7=-2007/1077, 7-8=-2140/1038, 8-9=-1646/729, 1-19=-1827/729, 9-10=164W763 BOT CHORD 2-17=-288/250, 16-17=-787/2020, 14-16=-681/1977, 13-14=-814/2222, 6-13=-302/211 WEBS 3-17=-831/369, 4-16=-66/333, 4-14=272/609, 5-14=-375/245, 5-13=-341/98, 11-13=-587/1393, 7-13=-342/728, 8-13=-112/565,8-11=933/512, 9-11=-650/1567, 1-17=-678/1763 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-11-6, Interior(1) 3.11-6 to 11-8-0, Extedor(2) 11-8-0 to 17-0-8, Interior(1) 17-0-8 to 25-8-0, Extedor(2) 25-8-0 to 31-0-8, Interior(1) 31-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) All plates are 3x4 MT20 unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' truss has been sealed by ORegan, Philip, PE This designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf, using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies of this 10=412, 19=414. 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: September 9,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 Mel( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criterla,'DSB.89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT I Q58973 T21239113 76971 B6 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:45 2020 Page 1 I D:Ke?x7-mF9fOhPfRYgg9waRUyfkUr-9VsYwQANyQvU4?mEzEjLTMGWnTd5E64k?p6t_lyfgGu 2 8-0 8-2-0 13 8-0 18-6-0 23-4.0 23 0 30-8-4 38 0 2-8-0 5 6-0 5 6-0 4-10-0 4-10-0 0-0 7-04 7-3-12 5x6 = 3x4 = 5x6 4 22 5 23 246 7 4x5 Scale = 1:67.2 6x8 = 3x4 II = 3x4 II 4x8Q;1__ le� 2-8-0 8.2 0 13-0 23-4-0 30-8-4 38-0-0 2-8-0 5 6 0 5-_6 9-8-0 7-4-4 7%-12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] [6:0-1-9 0-0-13] [7:0-3-0,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.32 14-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.60 14-15 >753 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.08 14-15 >999 240 Weight: 273 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-19,6-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 5-14 REACTIONS. (size) 11=0-8-0, 20=0-8-0 Max Horz 20=191(LC 11) Max Uplift 11=-412(LC 12), 20=-414(LC 12) Max Grav 11=1697(LC 1), 20=1697(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1540/638, 2-3=2197/1001, 3-4=2048/1022, 4-5=1778/988, 5-6=-1780/1008, - 6-7=-1771/1009, 7-9=-210511027, 9-10=-1737f764, 1-20=-1748/726, 10-11=-1633/782 BOT CHORD 2-18=-898/464, 17-18=-553/1541, 15-17=-77512008, 14-15=-690/1903, 6-14=-214/556 WEBS 2-17=-251/688, 3-17=-268/147, 3-15=-260/219, 4-15=241/578, 5-15=-368/195, 5-14=-319/150, 9-12=-929/496, 1-18=676/1699, 10-12=-644/1579, 12-14=606/1512, 9-14=-46/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=o.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-11-6, Interior(1) 3.11-6 to 13-8-0, Exterior(2) 13-8-0 to 19-0-8, Interior(1) 19-0-8 to 23-8-0, Exterior(2) 23-8-0 to 2910-8, Interior(1) 29-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • electronically Signed and 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide led b ORe anPhilip, PE seaY 9, p will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 11=412, 20=414. 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: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Isfor an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply BENNETT / 058973 T21239114 76971 B7 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:48 2020 Page 1 I D: Ke?xZm F9fOhPfRYgg9waRUyfkUr-Z4XhZR CF EL H 3xSVpeMH25_uO Wghn RSYAhn LXb4yfg Gr 2-8-0 9-21 15-8-0 21-8.0 ,23-4-030-6-4 38AD 2VO 6-6-0 6.6-0 6-0-0 _ 1-8-0 7-2-4 7-5-12 4x5 6.00 12 5x6 = 5x6 = 5 23 246 3x4 63x4 I 3x4 I 4x8 = 3x6 II x� 21-8-0 Scale = 1:70.8 LOADING (psi) TOLL 20.0 TCDL - 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.73 BC 0.47 WB 0.90 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wtnd(LL) in (loc) I/deft L/d -0.16 14-15 >999 360 -0.33 14-15 >999 240 0.13 11 n/a n/a 0.08 14-15 >999 240 PLATES GRIP MT20 2441190 Weight: 280 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc pudins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-19,7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-15. 6-15 REACTIONS. (size) 11=0-8-0, 20=0-8-0 Max Horz 20=219(LC 11) Max Uplift 11=-412(LC 12), 20=-414(LC 12) Max Grav 11=1897(LC 1), 20=1698(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15921636, 2-4=2288/994, 4-5=1959/986, 5-6=-16861969, 6-7=-2042/1169, 7-9=2102/1019, 9-10=-1749/764, 1-20=17971718, 10-11=-1630/758 BOT CHORD 2-18=-905/471, 17-18=-551/1624, 15-17=-75512104, 14-15=-551/1685, 7-14=-344/331 WEBS 2-17=-223/731, 415=-479/269, 5-15=170/469, 12-14=-597/1518, 9-14=-68/488, 9-12=-926/481, 1-18=-68311769, 10-12=-618/1577, 18-20=-276/273, 6-14=-424/788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-11-6, Interior(1) 3-11-6 to 15-8-0, Extedor(2) 15-8-0 to 21-0-8, Interior(1) 21-0-8 to 21-8-0, Exterior(2) 21-8-0 to 27-0-8, Interior(1) 27-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by ORegan, Philip, PE 11=412, 20=414. 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: September 9,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( 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/i Duality Criteria, DSB-89 and BCS1 Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply T21239115 76971 B8 Piggyback Base 1 1 �BENNETTIQ,111913 Job Reference o Clonal uss, Inc., t-on merce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. TUB Sep 8 14:06:50 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUytkUr-WrfR_7EWmyXmAmeCmnJ WAPzM?UNFvM1 T95gegzyfgGp 2-8-0 9-2-0 15-8-0 21-8.0 �23-4-0 30-6-4 38A-0 2-8-0 ' 6 6.0 6-6-0 6.0-0 1-8-0 7-2-4 715:% 6.00 12 5x6 = 5x6 = 5 23 246 3x4 45 ( 6X88 = 3x4 II 3x4 II 4x8 13X&111 Scale = 1:70.8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.73 BC 0.47 WB 0.90 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.16 14-15 >999 360 Vert(CT) -0.33 14-15 >999 240 Horz(CT) 0.13 11 file n/a Wind(LL) 0.08 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 280 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, BOT CHORD 2x4 SP M 30 `Except* except end verticals. 2-19,7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size) 11=0-8-0, 20=0-8-0 Max Horz 20=219(LC 11) Max Uplift 11=-412(LC 12), 20=-414(LC 12) Max Grav 11=1697(LC 1), 20=1697(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1591/636, 24=2287/994, 4-5=-19581986, 5-6=-1685/969, 6-7=-2041/1169, 7-9=-2102/1019, 9-10=-1749/764, 1-20=-1797/718, 10-11=-1630/758 BOT CHORD 2-18=-905/471, 17-18=-551/1623, 15-17=-755/2104, 14-15=-551/1684, 7-14=-344/331 WEBS 2-17=-223/731, 4-15=-479/269, 5-15=-170/468, 6-14=-424/787, 12-14=-597/1518, 9-14=-68/487, 9-12=-926/481, 1-18=-683/1768, 10-12=618/1577, 18-20=-276/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-11-6, Interior(1) 3,11-6 to 15-8-0, Extedor(2) 15-8-0 to 21-0-8, Interior(1) 21.0-8 to 21-8-0, Exterior(2) 21-8-0 to 27-0-8, Interior(1) 27-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by ORegan, Philip, PE 11=412, 20=414. 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: September 9,2020 ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0I-7473 rev. 5/7912020 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 ANSLITP11 Quality Criterla, DSS-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239116 76971 BA Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:52 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-SmCOpFmlZnUQ3oatCL_Gg2kuH2XNLymcPJkkryfgGn 4-11-12 9 8-0 15.8.9 21-7-7 27-8-0" 32-8 4 38-0-0 4.11-12 4-8-4 6-0-9 5 10 13 T 6-0-9 5-0 4 5-3-12 3x4 Scale=1:66.2 5x6 = 3x8 = 3x6 = 3x4 II 5x8 = 6.00 12 3 21 4 5 6 2223 7 6x8 = 3x8 = 3x6 3x4 II 3x8 = 3x6 3x4 = 4x4 = 3x6 II � a 9-8-0 15-8-9 _ 21-7-7 _ _ 27-8-0 32-8.4 38-0-0 9-8-6 6-0-9 5-10-13 6-0-9 5-0 4 5-3-12 Plate Offsets (X,Y)-- [3:0-3-0 0-2-0] [7:0-6-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.24 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.46 17-18 >977 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 10 nfa nfa BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.07 14-15 >999 240 Weight: 271 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Hone 18=136(LC 11) Max Uplift 18=-414(LC 12), 10=-412(LC 12) Max Grav 18=1813(LC 17), 10=1744(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-18021852, 3-4=-1568/828, 4-6=-195411004, 6-7=-1954/1004, 7-8=-1838/890, 8-9=-15541683, 9-1 0=-1 6921768 BOT CHORD 17-1 8=-517/1305,15-17=-724/1998, 14-15=-724/1998, 12-14=-575/1537, 11-12=-553/1324 WEBS 2-17=-79/586, 3-17=-160/466, 4-17=-779/339, 4-15=0/260, 6-14=-443/293, 7-14=-296/746, 8-12=-54/432, 8-11=-772/400, 2-18=-1892/844, 9-11=653/1560 Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals. Rigid ceiling directly applied or 8-7-5 oc bracing. 1 Row at midpt 4-17, 4-14, 6-14, 7-12, 2-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Cpsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-11-6, Interior(1) 3-11-6 to 9-8-0, Exterior(2) 9-8-0 to 15-0-8, Interior(1) 15-0-8 to 27-8-0, Exterior(2) 27-8-0 to 33-0-8, Interior(1) 33-0-8 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = IO.Opsf. sealed by ORegan, Philip, PE sesealal 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Digital Si 9 a nature. g 9 18=414,10=412. 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.5812G MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 % Data: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeit 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-99 and BCSI Building Component 6904 Parke East Blvd. Sel'W Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 IP4V*1'1fVl P goers i mss, Inc., ran t1lerce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:53 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-w2Lac9GO3tvL1 DNmRvsDo 1 bywhQC6nmvr321 HlyfgGm -2-0.0 u 7-0-0 13-4-0 19 8.0 26-4-0 33-0-0 1 40-0-0 2-0-0 7-0-0 6-4-0 6 4-0 6-8-0 6-8-0 7-0-0 Scale = 1:70.8 5x8 = 394 II 4x8 = 3x6 = 3x4 II 5x8 = 6.00 12 3 24 254 5 6 26 7 2728 8 13 3x6 I I 3x5 — 3x4 II 3x6 — Sx10 = 3x4 II 3x5 — 2 4x8 = f� LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.43 BC 0.39 WB 0,65 Matrix -MS DEFL. in (loc) I/dell Ud Vert(LL) 0.19 10-18 >999 240 Vert(CT) -0.18 10-18 >999 240 Horz(CT) 0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-12 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 5-11 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-8-0 Max Horz 2=118(LC 11) Max Uplift 9-437(LC 12), 2=-266(LC 12), 12-802(LC 12) Max Grav 9=785(LC 22), 2=903(LC 21), 12=2068(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1110/405, 3-4=-626/204, 4-5=-626/204, 5-7=737/989, 7-8=-737/989, 8-9=-1222/1274 BOT CHORD 2-15=-253/924, 14-15=-254/931, 12-14=-667/579, 11-12=-667/579, 10-11=-1040/1015, 9-10=-1024/1007 WEBS 3-15=-121299, 3-14=-337/292, 4-14=-465/302, 5-14=-660/1459, 5-12=-1912/1329, 5-11 =-1 54811570, 7-11=-496/307, 8-11=-325/315, 8-1 0=-377/31 0 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; S=45ft; L=40ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 1-11-3, Interior(1)1-11-3 to 7-0-0, Exterior(2) 7-0-0 to 12-7-14, Interior(1) 12-7-14 to 33-0-0, Exterior(2) 33-0-0 to 38-7-14, Interior(1) 38-7-14 to 40-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Sealed b ORe anPhilip,PE y g, 9=437, 2=266,12=802. 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 Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not F=mlE 9• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only..Addaional 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 ANS11TP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT I Q58973 T21239118 76971 C1 HIP 1 1 Job Reference o tional cnamDers I russ, Inc., Fon Pierce, FL 8.33U s Jul zz zuz0 MI I eK inausmes, Inc. I ue Sep 8 14:Uti:o4 zuzU Page 1 5-4-0 5.8.0 15-8-0 4-2-12 4-9-4 Scale=1:70.8 3x4 11 5x6 = 3x8 = 3x6 = 3x8 = 5x6 = Ann P-7- 4 27 28 529 6 7 8 30 31 9 "- I 6x8 = .. 13 3x5 i 3x8 = 3x6 = 3x4 II 3x8 = 3x6 = 3x4 II I�,� 3x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.36 BC 0.38 WB 0.50 Matrix -MS DEFL. in (loc) I/deft Lid Vert(LL) 0.26 12-21 >956 240 Vert(CT) -0.26 12-21 >954 240 Horz(CT) 0.03 11 n/a n/a PLATES GRIP Mf20 244/190 Weight: 212 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, Except: WEBS 2x4 SP No.3 6-5-13 oc bracing: 11-12. WEBS 1 Row at midpt 5-15. 8-15 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 15=0-8-0 Max Horz 2=146(LC 11) Max Uplift 11=-411(LC 12), 2=239(1_13 12), 15=854(1_13 12) Max Grav 11=738(LC 22), 2=855(LC 21), 15=2193(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1089/407, 34=749/228, 4-5=-601/260, 5-7=488/820, 7-8=-488/820, 8-9=-693/957, 9-1O=852/1005, 10-11=-1212/1261 BOT CHORD 2-18=-314/1007, 16-18=0/261, 15-16=0/261, 14-15=-292/302, 12-14=-292/302, 11-12=-1101/1062 WEBS 3-18=-411/333, 5-18=-353/545, 5-15=-1275/635, 7-15=-380/227, 8-15=-1358/1314, 8-12=-525/538, 10-12=-417/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-3, Interior(1) 1-11-3 to 9-0-0, Extedor(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 31-0-0, Exterior(2) 31-0-0 to 36-7-14. Interior(1) 36-7-14 to 40-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Sealed by ORegan, Philip, PE 11=411, 2=239, 15=854. 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 Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not '♦ a truss system. Before use, the building designer must verify the applicability of design parameters and 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!Telc 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/f Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type T21239119 itiers I russ, Inc., t-on Fierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:57 2020 Page 1 I D:Ke?xZmF9fOh PfRYgg9waRUyfkUr-opa4S WJv76Qn WrhYglx9ztmg klon2e KVmgOVQ3yfgGi 1 - %1 1 5-8-8 10-10.8 15-3-4 19-8-0 24-4-12 29-1-8 34-3-8 40-0-0 2-0-0 5-8-8 5-2-0 44-12 4 4-12 4-8-12 4.8-12 5-2-0 5.8-8 3x4 11 5x6 = 3x6 = 3x4 = 3x4 = 5x6 = 4 27 5 28 6 7 29 8 30 31 9 3x5 3x4 II 3x8 = 3x6 = 6x8 = 3x6 = 3x8 = 3x4 II Scale = 1:70.8 3x5 = S LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.25 BC 0.35 WB 0.42 Matrix -MS DEFL in (loc) I/defl L/d Vert(LL) -0.11 13-15 >999 360 Vert(CT) -0.22 13-15 >999 240 Horz(CT) 0.02 11 n/a n/a Wind(LL) 0.04 12-21 >999 240 PLATES GRIP MT20 244/190 Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15. 8-15 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 15=0-8-0 Max Horz 2=172(LC 11) Max Uplift 11=-168(LC 12), 2=263(LC 12), 15=-542(LC 12) Max Grav 11=714(LC 22), 2=831(LC 21), 15=2262(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1051/445, 3-4=520/266, 4-5=-380/302, 5-7=223/801, 7-8=-223/801, 8-9=475/356, 9-10=616/326, 10-11=1158/525 BOT CHORD 2-18=-341/917, 17-18=-341/917, 12-13=-400/992, 11-12=-400/992 WEBS 3-17=-582/369, 5-17=-304723, 5-15=-1105/543, 7-15=-320/192, 8-15=-1164/565, 8-13=-289/706, 10-13=-614/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 1-11-3, Interior(1) 1-11-3 to 10-10-8, Exterior(2) 10-10-8 to 16-6-6, Interior(1) 16-6-6 to 29-1-8, Exterior(2) 29-1-8 to 34-9-6, Interjor(1) 34-9-6 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 chard and any other members, with BCDL = 10.Opsf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed b ORe an Philip, PE 11=168, 2=263, 15=sa2. 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. VRegan PE No.58128 MITak USA, Inc. FL COMM 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability Of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239120 76971 C3 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL - 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:06:58 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-H?BTfsKXuPYeB?GkESSOV511miBmn1 Qe?Km3yVyfgGh 6-8-8 _ 12-10-8 20-8-0 6.8-8 6-2-0 7-9-B 4xB = 14 1516 3x4 II 3x4 = 2x3 II 3x6 = 6x8 = ,1^� - - - -- •- - 3x4 = -- - - Scale = 1:42.5 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.62 BC 0.37 WB 0.69 Matrix -MS DEFL. in Vert(LL) -0.08 Vert(CT) -0.17 Horz(CT) 0.03 Wrnd(LL) 0.07 (loc) I/defl L/d 5-6 >999 360 5-6 >999 240 5 n/a n/a 8-11 >999 240 PLATES GRIP MT20 2441190 Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=234(LC 12) Max Uplift 1=-187(LC 12), 5=-262(LC 12) Max Grav 1=923(LC 1), 5=938(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=15541536, 2-3=919/339, 4-5=-263/174 BOT CHORD 1-8=-732/1380, 6-8=732/1380, 5-6=-388/766 WEBS 2-8=0/268, 2-6-711/394, 3-6=132/565, 3-5=-972/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-8, Extedor(2) 12-10-8 to 17-1-7, Interior(1) 17-1-7 to 20-6-4 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 Tit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 1=187, 5=262. 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.0'Regan PE No.56126 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing THIN' M ffek' 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-69 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Special T21239121 8.330 s Jul 22 2020 -2-0-0 5-3 4 10-0-0 11-0•D 15 8-0 20 4-0 24 6-12 29-4-0 2-0-0 5-3 4 4 8-12 -0-0 4-8-0 4 8-0 4-2-12 4-9-4 4x4 = 4x4 = 3x4 = 04 = Scale = 1:53.7 3x4 = 2x3 II 4x12 = 3x6 = 3x8 = 3x4 = F� V3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017ITP12014 CSI. TC 0.23 BC 0.56 WB 0.58 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.14 10-12 >999 360 -0.36 10-12 >991 240 , 0.08 9 n!a n/a 0.09 12 >999 240 PLATES GRIP MT20 244/190 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-9 cc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-10 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-5-0, 2=0-8-0 Max Horz 2=150(LC 11) Max Uplift 9=-317(LC 12), 2=-423(LC 12) Max Grav 9=1315(LC 1). 2=1470(1-C 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2460/1012, 3-4=1973/874, 4-5=-2160/1024, 5-6=-1990/947, 6-7=-1857/875, 7-8=-2132/928, 8-9=2482/1075 BOT CHORD 2-13=-833/2136, 12-13=833/2136, 10-12=-797/2117, 9-10=880/2191 WEBS 3-12=-510/272, 4-12=-641/1528, 5-12=-1014/480, 6-10=-374/223, 7-10=-236/645, 8-10=-419/285, 6-12=-268/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 10-0-0, Exterior(2) 10-0-0 to 11-0-0, Interior(1) 11.0-0 to 20-4-0, Exterior(2) 20-4-0 to 23-4-0, Interior(1) 23-4-0 to 29-4-0 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 This item has been will fit between the bottom chord and any other members. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed b ORe an, Philip, PE Y 9 p. 9=317, 2=423. 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 Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not tB� 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 ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 69134 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Type T21239122 Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:00 2020 Page 1 I D:Ke?xZMF9fOhPfRYgg9waRUyfkUr-DOGD4YMnP 1 oMNI P7LtUsaWO6?WpVF?AxSeF900yfgGf 2-0-0 5-9 4 11-0-0 184-0 23-0-12 29-4-0 2-0-0 5 9 4 5-2-12 7 4-D 5-2-12 5-9.4 Scale = 1:52.7 4x8 = 4x5 = 21 22 23 5 IJ. 3x4 = 2x3 II 3x4 = 3x6 3x8 = 2x3 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.57 BC 0.41 WB 0.41 Matrix -MS DEFL. in Vert(LL) -0.08 Vert(CT) -0.22 Horz(CT) 0.08 Wind(LL) 0.07 (loc) I/deft L/d 9-11 >999 360 9-11 >999 240 7 n/a n/a 9-11 >999 240 PLATES GRIP MT20 2441190 Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-9 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=164(LC 11) Max Uplift 7=317(LC 12), 2=-423(LC 12) Max Grav 7=1315(LC 1), 2=1470(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=2439/1046, 3-4=-1929/904, 4-5=1666/868, 5-6=19361901, 6-7=248211056 BOT CHORD 2-12=-87112121, 11-12=-871/2121, 9-11=603/1661, 8-9=-866/2156, 7-8=866/2156 WEBS 3-11=-545/308, 4-11=-1111460, 5-9=126/465, 6-9=-591/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat: II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Extedor(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 18-4-0, Exterior(2) 18-4.0 to 22-&15, Interior(1) 22-6-15 to 29-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 7=317, 2=423. 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 Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Make connectors. This design Is based only upon parameters shown, and is for an Individual building component, not qH a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Y building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Teec° 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/TPlf qualify Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239123 76971 E2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:01 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUytkUr-hagbHuMPAKwC?S Jvb?57jwKWv78_MZ4hljZgyfgGe 21-0 6-94 13-0-0 16.4-0 22-6-12 29-4-0 ' 2-0-0 6-9 4 6-2-12 3-4.0 6-2-12 6-94 3x4 = 1--_�> 2x3 II 4x5 = 4x5 = 6.00 12 4 21 5 3x4 = 3x6 = 3x4 = 2x3 11 Scale = 1:63.0 3x4 = P LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.33 BC 0.45 WB 0.79 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.17 8-9 >999 360 Vert(CT) -0.28 8-9 >999 240 Horz(CT) 0.07 7 n/a n/a Wind(LL) -0.11 11-12 >999 240 PLATES GRIP MT20 2441190 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Hoe 2=190(LC 11) Max Uplift 7=-317(LC 12), 2=-423(LC 12) Max Grav 7=1315(LC 1),2=1470(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2401/996, 3-4=1739/808, 4-5=-1466/800, 5-6=-1742/831, 6-7=2440/1010 BOT CHORD 2-12=-815/2113, 11-12=816/2107, 9-11=-472/1466, 8-9=810/2110, 7-8=-810/2110 WEBS 3-12=0/286, 3-11=746/396, 4-11=-163/454, 5-9=-181/451, 6-9=-794/422, 6-8=0/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Intedor(1) 0-11-3 to 13-0-0, Exterior(2) 13-0-0 to 20-6-15, Interior(1) 20-6-15 to 29-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 7=317, 2=423. 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: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITeke connectors. This design is based only upon parameters shown, and is for an individual building component, not p �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 8�. building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing O V1�T�iC MGM(' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DSB•99 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21239124 76971 E3 Common 1 1 �BENNETT/C158973 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:03 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-dzxMiZOgiyAwEm6h002ZC80fBjnFSL3NBcTgdiyfgGc -2-0-0 7-7-4 14-M 21�-12 29.4-0 _ 2-0 7-7-4 7-0-12 7-0-12 7-7-4 45 6.00 12 Scale=1:51.4 c'l 7 j� 1 11 22 10 23 9 3x5 = 3x4 = 4x6 = 3x4 — 3x5 = 9-11-8 _ — --- - 19 4 8 29 4-0 9-11-0 9-5-0 9-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.29 9-11 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.44 9-17 >800 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 9-17 >999 240 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-2 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=211(LC 11) Max Uplift 2=-423(LC 12), 8=-317(LC 12) Max Grav 2=1470(LC 1), 8=1315(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2324/893, 3-5=-2051/882, 5-7=2071/918, 7-8=2324/930 BOT CHORD 2-11=-703/2098, 9-11=-350/1345, 8-9=-713/2023 WEBS 5-9=-316/897, 7-9=-544/367, 5-11=-294/868, 3-11=-530/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 14-8-0, Exterior(2) 14-8-0 to 17-8-0, Interior(1) 17-8-0 to 29-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb). 2=423, 8=317. 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. Megan PE No.56126 MiTek USA, Inc, FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with Make connectors. This design Is based only upon parameters shown, and is for an Individual building component, not qO R a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buitding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and bracing MiTek permanent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21239125 Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:04 2020 Page 1 ID:Ke?xZmF9fOh PfRYgg9waRUyfkUr-59VkwvPlTFlnswjuajZolMYp47BDBgzXNGDN99yfgGb 1%7-7-4 14-8-0 20-11-8 7-7-4 7-0-12 6-3.8 3x4 = �� 4x5 = 3x8 = 3x5 11 Scale = 1:46.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.07 10-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.17 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wlnd(LL) 0.05 10-13 >999 240 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 7=0-3-8 Max Horz 2=212(LC 12) Max Uplift 2=-315(LC 12), 7=-238(LC 12) Max Grant 2=1088(LC 1), 7=929(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-15221537, 4-5=766/345, 5-6=-734/358, 6-7=-874/448 BOT CHORD 2-10=-578/1279, 8-10=-578/1279 WEBS 4-10=0/316, 4-8=822/405, 5-8=-2/269, 6-8=-248/668 Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. Rigid ceiling directly applied or 9-6-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 14-8-0, Exterior(2) 14-8-0 to 17-8-0, interior(1) 17-8-0 to 20-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=315, 7=238. 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. Megan PE No.58126 MiTek USA, Inc. FL Cert 6634 IISM Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �eyppp� 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 M!Tek Is always required for stability and to'prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21239126 76971 GR1 FLAT GIRDER 1 1 �112NNETT11151173 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek industries, Inc. Tue Sep 8 14:07:06 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-2YdULbQY?tYV5DtGlBbGgneCrwvkfiEpgaiUE 1 yfgGZ 4-2-7 8-3-1 12-5-8 4-2-7 4.0-11 4-2-7 2x3 11 3x8 = Scale = 1:20.8 3x4 11 3x4 = 1 9 10 2 11 12 13 3 14 15 4 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 15.0 NO Lumber DOL 1.25 BC 0.23 BCLL ' Rep Stress Incr NO WB 0.51 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS sxe R—�^� DEFL. in (loc) I/deft Lld PLATES GRIP Vert(LL) 0.04 6-7 >999 240 MT20 244/190 Vert(CT) -0.05 6-7 >999 240 Horz(CT) 0.01 5 n/a file LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 8=0-8-0, 5=0-5-8 Max Uplift 8=-504(LC 4), 5=-499(LC 5) Max Grav 8=903(LC 1), 5=834(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-818/461, 1-2=-1027/601, 2-3=-1027/601 BOT CHORD 6-7=5981997, 5-6=-598/997 WEBS 1-7=686/1166, 2-7=-467/233, 3-6=-148/270, 3-5=-1141/684 Weight: 70 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 9-5-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=504, 5=499. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 94 lb up at 1-7-4. 114 lb down and 90 lb up at 2-7-4, 114 lb down and 90 lb up at 4-7-4, 114 lb down and 90 lb up at 6-7-4, and 114 lb down and 90 lb up at 8-7-4, and 114 lb down and 90 lb up at 10-7-4 on top chord, and 81 lb down and 4 lb up at 1-7-4, 49 lb down and 37 lb up at 2-7-4, 49 lb down and 37 lb up at 4-7-4, 49 lb down and 37 lb up at 6-7-4, and 49 lb down and 37 lb up at 8-7-4, and 49 lb down and 37 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 9=81(1`) 10=67(F) 11=-67(F) 12=-67(F) 14=67(F) 15=-67(F) 16=-51(F) 17=-35(F) 18=-35(F) 19=35(1`) 20=-35(F) 21=-35(F) 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. D'Regan PE No.58126 MiTok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTeke 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 Mel(' 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, DS8A9 and SCSI Building Component 6904 Parke East Blvd. Safety Informagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type ion Girder T21239127 ss, Inc., t-an Fierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:08 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr=wIFIHSoXUoDKXlfpZekvCjWwkTS7VF6luBbJwyfgGX -2-0-0 4-0-0 7-1-8 7 6- 10-11-12 15-0-0 2-0-0 4-0-4 3-1-4 -4- 3-5-12 4-0-4 8xl4 MT18HS 5- THD26-2 HUS26 Scale = 1:30.1 I� LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.45 BC 0.66 WB 0.92 Matrix -MS DEFL. in Vert(LL) -0.10 Vert(CT) -0.22 Horz(CT) 0.05 Wind(LL) 0.09 (loc) I/deft Ud 7-8 >999 360 7-8 >824 240 6 n/a n/a 7-8 >999 240 PLATES MT20 MT18HS Weight: 179 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 "Except' 4-8: 2x6 SP No.2 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=114(LC 7) Max Uplift 6=-1523(LC 8), 2=-1075(LC 8) Max Grav 6=6057(LC 1), 2=3958(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7911/1980, 3-4=-7896/2044, 4-5=1145512962, 5-6=-11456/2891 BOT CHORD 2-9=-1721/7039, 8-9=-1772/7243, 7-8=-1693/6934, 6-7=-2543/10229 WEBS 5-7=-268/156, 3-9=-264/164, 4-9=-494/481, 4-8=-1272/5014, 4-7=-1241/4833 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 This item has been 5) All plates are MT20 plates unless otherwise indicated. electronically Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . designed sealed by ORegan, Philip, PE 7) This truss has been 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. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies of this 6=1523, 2=1075. document are not considered 9) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 7-1-8 from the left end to connect signed red and sealed and the truss(es) to front face of bottom chord. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 signature must be verified from the left end to 13-0-12 to connect truss(es) to front face of bottom chord. on any electronic Copies. 11) Fill all nail holes where hanger is in contact with lumber. Philip J. Megan PE No.58126 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 :ontinued on page 2 ®WARNING -Verify design parameters,and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrfekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the buildingdesigner must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p p� 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 ANSUTPIf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply BENNETT / Q58973 T21239127 76971 GR2 Common Girder 1 r� L Job Reference (optional) chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MTek Industries, Inc. rue Sep 8 14:07:DB 2020 Page 2 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-_wIFIHSoXUoDKX1 fpZekvgWwkTS7VF6luBbJwyfgGX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-6=-20 Concentrated Loads (lb) Vert:7=-1677(F) 8=-3490(F) 14=-1677(F) 15=1677(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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 ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway. Suke 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT 111511913 T21239128 76971 GR3 Hip Girder 1 1 Job Reference (optional) Chambers Iruss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:10 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-wJt?AZT3353xarA2x gC_donRY9EbaLPICghNoyfgGV -2-0-0 7-0-0 _ ,_ _ _10.0-0 13-0-0 20-0-0 2-0-1 7-M 3-0-0 3-0-0 17-0.0 4x8 = 2x3 11 4x8 = 17 4 18 19 r Scale = 1:37.0 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 0.70 Vert(LL) -0.08 7-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.21 7-13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 7-13 >999 240 Weight: 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=108(LC 24) Max Uplift 6=-578(LC 8), 2=-690(LC 8) Max Grav 6=1632(LC 1), 2=1797(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3071/1132, 3-4=-2846/1118, 4-5=-2846/1118, 5-6=-3079/1147 BOT CHORD 2-10=-926/2651, 8-10=-93312672, 7-8=-951/2684, 6-7=-944/2662 WEBS 3-10=-165/633, 3-8=-181/361, 4-8=-387/185,5-8=-212/362, 5-7=-188/634 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; End., 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 6=578, 2=690. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 264 lb down and 248 lb up at 7-0-0. 169 lb down and 126 lb up at 8-10-3, and 169 lb down and 126 Ito up at 10-10-3, and 264 lb down and 248 lb up at 13-0-0 on top chord, and 335 lb down and 230lb up at 7-0-0, 861b down at 8-10-3, and 86 lb down at 10-10-3, and 335 lb down and 230 Ito up at 12-10-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 11-14=-20 Concentrated Loads (lb) Vert: 3=-208(F) 5=-208(F) 10=-334(F) 7=-334(F) 17=139(F) 18=-139(F) 20=-62(F) 21=-62(F) Ig. 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: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19,2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeW 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 ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ype osed Girder 8.330 s Jul 22 2o20 MiTek Industries, Inc. Tue Sep 8 14:07:102020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-wJt?AZT3353xarA2x_gC_dowzYBpbVkPlCghNoyfgGV 3-7-8 7-M { 3-7-8 3-4-8 3x4 II 3 4 NAILED 10 7 11 6 3x10 II HUS26 4x8 =5 NAILED 3-7-B 7-0-0 { 3-7-8 3-4-8 Scale: 1/2"=1' CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.09 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 BC 0.54 Vert(CT) -0.05 6-7 >999 240 WB 0.54 Horz(CT) 0.01 6 n/a n/a Matrix -MP Wind(LL) 0.03 6-7 >999 240 Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. or less except when shown. !4mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. DOL=1.60 plate grip DOL=1.60 live load nonconcurrent with any other live loads. n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ring plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ails into Truss) or equivalent at 5-0-12 from the left end to connect 25") toe -nails per NDS guidlines. f the truss are noted as front (F) or back (S). to Increase=1.25 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 muss be verified on any electronic copies. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd.Tempa FL 33610 Date: September 9,2020 66-77— 6 AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2026 BEFORE USE. F�� PPff�� ised only upon parameters shown, and is for an Individual building component, not ,plicability, of design parameters and propedy incorporate this design Into the overall at truss web and/or chord members only. Additional temporary and permanent bracing -MiTek' personal injury and property damage. For general guidance regarding the uss systems, see ANSdTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. In Highway. Suite 203 Waldorf, MD 20601 Tampa,: FL 36610 Job Truss Trus 76971 GR5 Jacl Chambers Truss, Inc., Fort Pierce, FL 1 3x4 = VFA Plate Offsets (X,Y)-- [1:0-1-8,Edae] LOADING (psfl SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=126(LC 21) Max Uplift 1=-226(LC 8), 6=-570(LC 8) Max Grav 1=907(LC 1), 6=1639(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (II TOP CHORD 1-2=1746/482 BOT CHORD 1-7=-513/1526, 6-7=-513/1526 WEBS 2-7=429/1408, 2-6= 1756/590 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd= II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumt 2) This truss has been designed fora 10.0 psf bottom cho, 3) ' This truss has been designed for a live load of 20.0psl will fit between the bottom chord and any other membel 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to b 1=226, 6=570. 6) Use USP HUS26 (With 14-16d nails into Girder & 6-16c truss(es) to back face of bottom chord. 7) Fill all nail holes where hangeris in contact with lumbet 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148" 9) In the LOAD CASE(S) section, loads applied to the faci LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, F Uniform Loads (plf) Vert: 1-3=-70, 3-4=30, 1-5=-20 Concentrated Loads (lb) Vert: 9=-112(B) 10=-202(B) 11=-1612(B) ®WARNING - Verify design parameters and READ NOTES ON' Design valid for use only with MiTeke connectors. This design k a truss system. Before use, the building designer must verify the building design. Bracing Indicated is to prevent buckling of indh Is always required for stability and to prevent collapse with poss fabrication, storage, delivery, erection and bracing of trusses an Safety Information available from Truss Plate Institute, 2670 r Job Truss Truss Type tyPly BENNETT! Q58973T21239130 76971 GR6 Half Hip Girder �Q' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL if.33U S JUI ZZ ZUZU MI I UK muusulns, 111U. I Iry oup o —ur. is ZUZU rays 1 I D:Ke9xZmF9fOhP,fRYgg9waRUyfkUr-si_IbeVJbjJfp8KQ2Pig42t4DLm53JPiDW9oShyfgGT -2 %O + 3-9-12 7-1-0 11-8-8 _ 16-4-0 2-0-0 3-9-12 3-3-4 4-7-8 4-7-8 5x8 = 2x3 11 THD26-2 nuaz. HUS26 6x8 = Scale = 1:31.5 LOADING (psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.88 BC 1.00 WB 0.91 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL-) -0.09 B-10 >999 360 Vert(CT) -0.21 8-10 >912 240 Horz(CT) 0.05 7 n/a n/a Wind(L I-) 0.09 8-10 >999 240 PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 214 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc puriins, BOT CHORD 2x6 SP No.2 *Except` except end verticals. 7-9: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 4-8,6-8: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=187(LC 8) Max Uplift 7=-1849(LC 5), 2=-1203(LC 8) Max Grav 7=7270(LC 1), 2=4515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9235/2286, 3-4=-9236/2350, 4-5=-7262/1850, 5-6=-7262/1850, 6-7=-5790/1497 BOT CHORD 2-11=-2125/8224, 10-11=-2134/8256, 8-10=-2184/8454 WEBS 4-11=-329/439, 4-1 0=-1 20514777, 4-8=-14971420, 5-8=327/198, 6-8=-2320/9113 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 10-4 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. This Item has been 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. electronically signed and II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber,DOL=1.60 plate grip DOL=1.60 sealed by ORegan, Philip, PE 5) Provide adequate drainage to prevent water ponding. using a Digital Signature. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies of this 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signature must be verified g 7=1849, 2=1203. 10) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 7-1-8 from the left end to connect on any electronic copies. truss(es) to back face of bottom chord. Philip J. O'Regan PE No.58126 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 Mirek USA, Inc. FL Cart 6634 from the left end to 15-0-12 to connect truss(es) to back face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 12) Fill all nail holes where hanger is in contact with lumber. Date: September 9.2020 BbaAdl gASlEfteEftandard ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTeke connectors. This design Is based only upon parameters shown, and is for an individual building component, not lim rillnBB B• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and bracing �������• $'' BMW( prevent permanent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1��( fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239131 76971 GR7 Half Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:14 2020 Page 1 I D: Ke?xZMF9fOh PfRYgg9waRUyfkUr-p46 WOKWZ6KZM2 SUpApk89TzRw9UgXDO? ggevwayfgGR -21-0 4-8-11 8-10-13 13-1-0 16-6-8 20-0-0 2-0-0 4-8-11 4-2-3 4-2-3 3-5 8 35-8 R rn 6x8 = 2x3 11 7x8 = Scale = 1:44.5 6.00 12 4x10 = 3x4 11 - tx6 = 7x6 = - tuxiu = 5x12 MT18HS II HUS26 HUS26 HUS26 HUS26 HUS28 4-8-11 8-10-13 13.1-0 16-6-8 20-0-0 ��"'�•-,� LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.80 BC 0.80 WB 0.90 Matrix -MS DEFL. in (]cc) I/dell L/d Vert(LL) -0.14 13-14 >999 360 Vert(CT) -0.31 13-14 >759 240 Horz(CT) 0.06 9 n/a n/a Wind(LL) 0.13 13-14 >999 240 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 308 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-13 cc purlins, BOT CHORD 2x6 SP 240OF 2.0E except end verticals. WEBS 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 3-14,3-13,5-11: 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0 Max Horz 2=295(LC 25) Max Uplift 9=-2118(LC 8), 2=-1448(LC 8) Max Grav 9=8210(LC 1), 2=5583(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12038/29S5, 3-5=-10304/2571, 5-6=-6177/1556, 6-7=-3535/915, 7-8=-3535/915, 8-9=-7024/1830 BOT CHORD 2-14=-2821/10703, 13-14=-2821/10703, 11-13=-2410/9179, 10-11=-1455/5598 WEBS 3-14=-319/1376, 3-13=-1742/470, 5-13=1331/5312, 5-11=-5314/1415, 6-11=-1609/6361, 6-1 0=-4399/1 1 S1, 8-10=-200217739 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. This Item has been 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. electronically signed and II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 sealed by ORegan, Philip, PE 5) Provide adequate drainage to prevent water ponding. Using Digital Signature. 6) All plates are MT20 plates unless otherwise indicated. a 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies of this 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) be 9=2118, 2=1448. signature must verified 10) Use USP HUS26 (With 14-18d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 7-0-12 on any electronic copies. from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. Philip J. O'Regan PE No.68126 11) Fill all nail holes where hanger is in contact with lumber. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: September 9.2020 ontinued on page z ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Make 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 0 MTN is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANS11PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT 1058973 T21239130 76971 GR6 Half Hip Girder 1 2 Job Reference (optional) �i1anmurb r rubs, mc., rorn rierce, rL 8.330 s Jul 22 2020 MiTek Inaustnes, Inc. Tue Sep 8 14:07:12 2020 Page 2 ID:Ke?xZmF9fOh PfRYgg9waRUyfkUr-si_IbeVJbjJfp8KQ2Pig42t4DLm53JPiDW9oShyfgGT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 10=-3476(B)16=-1677(B)17=-1677(B)18=-1677(B)19=-1677(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. qo Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not q T a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall myCCC"!11 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe 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 ANSUTFIf Quality Criteria, DS6-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply BENNETT / Q58973 T21239131 76971 GR7 Half Hip Girder 1 n 6 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:14 2020 Page 2 I D:Ke?XZmP9fOh PfRYgg9waRUyfkU r-p46 WOK WZ6KZM2 S UpApk89TzRw9UgXDO?ggevWayfg GR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-8=-70, 2-9=-20 Concentrated Loads (lb) Vert: 13=-1467(F) 11=-1467(F) 17=-3058(F) 18=-1467(F) 19=-1467(F) 20=-1467(F) 21=-1469(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �o 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'oniy._Adddional 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/TP11 quality Criteria, DSB-89 and SCSI Building Component 8904 Parkrk e East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 3ast Tampa, Job Truss Truss Type Qty Ply BENNETT / 058973 T21239132 76971 GRA Flat Girder 1 1 Job Reference (optional) �.um uuow iu , i ., rv, ne1GC, rL 0.dJU 5 Jul LL LuLu IN I UK Ir1uu5Uleu, mu. 1 Ue oep o 14:ut: to ZUZu rage i I D: Ke?xZm F9fOh PfRYgg9wa RUyfkU r-ITEGROYpexp4l meBH EncEu2oCyAR?AHl7B7ObSyfgGP I 4-10-6 9-7-1 14-3-11 19-0-5 23-8-15 28-5-10 33-4-0 4-10-6 4-8-10 4-8-10 4-8-10 4-8-10 4 8.10 4-10 6 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x6 = 5x8 = 2x3 II 48 = 3x8 = 2x3 II 3x8 = 2x3 II 5x12 = 3x4 II 1 21 22 23 2 24 25 3 4 265 27 28 29 6 30 31 32 7 8 33 34 9 35 36 37 10 7 z 1 19 18 .,,16 15 13 ._ 12 5x8 MT18HS 11 VV 6x12 5x8MT18HS =` '48 = 'J 2X3 11'y ~V 7x8 = Y 2x3 II 5x12 MT18HS = Scale = 1:60.2 2x3 11 7x8 MT18HS = F1 4-12-6 9-7-1 14-3-11 19-0-5 23-8-15 28 5-10 33-4-0 4-10 6 4-8-10 4 8-10 4 8-10 4-8-10 4-8-10 4-10: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.33 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.76 15-16 >525 240 MT18HS 244/190 BCLL 0.0 Rep Stress ]nor NO WB 0.66 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 15-16 >999 240 Weight: 195lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-19,3-19,3-16,6-16,6-13,9-13,9-11: 2x4 SP M 30 WEBS REACTIONS. (size) 20=Mechanical, 11=0-3-8 Max Uplift 20=-800(LC 8), 11=-808(LC 8) Max Grav 20=3078(LC 1), 11=3106(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2981/817, 1-2=-3677/957, 2-3=3677/957, 3-5=7230/1883, 5-6=-7230/1883, 6-8=604211572, 8-9=-6042/1572, 10-11=-260/113 BOT CHORD 18-19=-1573/6042, 16-18=-1573/6042, 15-16=-1887/7241, 13-15=-1887/7241, 12-13=-959/3683, 11-12=-959/3683 WEBS 1-19=-1183/4551,2-19=-711/323,3-19=-29611772,3-18=0/387,3-16=-38811487, 5-16=-652/294, 6-15=0/393, 6-13=-1501/394, 8-13=-636/288, 9-13=767/2953, 9-12=0/420, 9-11=4560/1187 Structural wood sheathing directly applied or 2-2-3 oc pudins, except end verticals. Rigid ceiling directly applied or 5-8-10 oc bracing. 1 Row at midpt 1-20, 3-19, 9-11 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 20=800, 11=808. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 Ib down and 126 Ib up at 1-9-13, 169 Ib down and 126 Ib up at 3-9-13, 169 Ib down and 126 Ib up at 5-9-13, 169 Ib down and 126 Ib up at 7-9-13, 169 Ib down and 126 Ib up at 9-9-13, 169 Ib down and 126 Ib up at 11-9-13, 169 Ib down and 126 Ib up at 13-9-13, 169 Ib down and 126 Ib up at 15-9-13, 169 Ib down and 126 Ib up at 17-9-13, 169 Ib down and 128 Ib up at 19-9-13, 169 lb down and 126 Ib up at 21-9-13, 169 Ib down and 126 Ib up at 23-9-13, 169 Ib down and 126 lb up at 25-9-13, 169 Ib down and 126 Ib up at 27-9-13, and 169 Ib down and 126 Ib up at 29-9-13, and 169 Ib down and 126 Ib up at 31-9-13 on top chord, and 86 Ib down at 1-9-13, 86 Ib down at 3-9-13, 86 Ib down at 5-9-13, 86 Ib down at 7-9-13, 86 Ib down at 9-9-13, 86 Ib down at 11-9-13, 86 lb down at 13-9-13, 86 Ib down at 15-9-13, 86 Ib down at 17-9-13, 86 Ib down at 19-9-13, 86 Ib down at 21-9-13, 86 Ib down at 23-9-13, 86 Ib down at 25-9-13, 86 Ib down at 27-9-13, and 86 Ib down at 29-9-13, and 86 Ib down at 31-9-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: Ccnfamhcr 0 ')O'Jr1 SaM&AKfte`.f;andard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criterlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239132 76971 GRA Flat Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. I ue Sep 8 14:07:1b 2020 Page 2 I D: Ke?xZm F9f0 hPfRYgg9waRUytkUr-ITEGROYpexp4l meB HEncEu2o CyAR?AHl787Ob SyfgG P LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-10=-70, 11-20 =-20 Concentrated Loads (lb) Vert: 4=-139(F) 3=-139(F) 18=-62(F) 8=-139(F) 13=-62(F) 14=-62(F) 21=-139(F) 23=-139(F) 24=-139(F) 25=-139(F) 26=-139(F) 28=-139(F) 29=139(F) 31=-139(F) 32=-139(F) 33=-139(F) 34=-139(F) 35=-139(F) 37=-139(F) 38=-62(F) 39=-62(F) 40=-62(F) 41=-62(F) 42=-62(F) 43=-62(F) 44=-62(F) 45=-62(F) 46=62(F) 47=-62(F) 48=-62(F) 49=-62(F) 50=-62(F) ®WARNING - Verity, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M� tly �0� 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 ANSUTPIr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21239133 IGRB (FLAT GIRDER 11 I 2 IJob Reference (optional) ers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:21 2020 Page 1 ID:Ke7xZmF9fOhPfRYgg9waRUyfkUr-5019UjcyTURNOXW94nMn)odlkzuvgSfl HPmGgyfgGK 5 6 6 10-11-1 16-3-11 21 8-5 27-0-15 32-5-10 38-0-0 5-0 6 5-4-10 5 4 10 5-0-10 5-4-10 5 4-10 5-6-6 Scale = 1:64.8 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x6 = 5x6 = 3x4 II 3x8 = 3x6 = 3x4 II 3x8 = 3x4 II 4x10 = 3x4 II 1 21 22 2 23 24 25 3 26 4 27 5 28 29 630 31 32 33 7 8 34 935 36 37 10 20 38 39 1940 41 18 17 42 43 16 44 45 15 46 14 47 13 48 49 t2 50 51 52 11 3x6 II 5x10 = 5x6 WB = 3x8 3x4 I I5x8 MT18HS = 4x10 = 3x4 I 5 3x4 11 1� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except` BOT CHORD 1-19,3-19,3-16,6-16,6-13,9-13,9-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=Mechanical, 11=Mechanical Max Uplift 20=-909(LC 8), 11=912(LC 8) Max Grav 20=3496(LC 1), 11=3509(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3392/928, 1-2=-4780/1244, 2-3=-4780/1244, 3-5=-9416/2450, 5-6=-9416/2450, 6-7=-7864/2047, 7-9=-7864/2047, 10-11=-276/119 BOT CHORD 17-19=-2046/7858, 16-17=-2046/7858, 15-16=-2454/9425, 13-15=-2454/9425, 12-13=-1246/4788,11-12=-1246/4788 WEBS 1-19=-1473/5664, 2-19=-805/365, 3-19=-3688/962, 3-17=0/435, 3-16=-484/1867, 5-16=-747/337, 6-15=0/451, 6-13=-1871/488, 7-13=-731/330, 9-13=-959/3687, 9-12=01479, 9-11=-5674/1477 in ([cc) I/defl Ltd PLATES GRIP -0.28 15-16 >999 360 MT20 244/190 -0.66 15-16 >690 240 MT18HS 244/190 0.16 11 n/a n/a 0.27 15-16 >999 240 Weight: 432 lb FT = 20% Structural wood sheathing directly applied or 4-9-13 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 20=909, 11=912. Continued on page 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: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeit 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 Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36810 T21239133 GIRDER FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:21 2020 Page 2 ID:Ke'�x mF9fOhPiRYgg9waRUyfkUr-5Q19UjcyTURNOXW94nMnx)dlkzuvgSflHPmGgyfgGK NOTES• 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 126 lb up at 2-0-12, 169 lb down and 126 lb up at 4-0-12, 169 lb down and 126 lb up at 6-0-12, 169lb down and 126 lb up at 8-0-12, 169 lb down and 126 lb up at 10-0-12, 169 lb down and 126 lb up at 12-0-12, 169 lb down and 126 lb up at 14-0-12, 169 lb down and 126 lb up at 16-0-12, 169 lb down and 126 lb up at 18-0.12, 169 lb down and 126 lb up at 20-0-12, 169 lb down and 126 lb up at 22-0-12, 169 lb down and 126 lb up at 24-0-12, 169 lb down and 126 lb up at 26-0-12, 169 lb down and 126 lb up at 28-0-12, 169 lb down and 126 lb up at 30-0-12, 169 lb down and 126 lb up at 32-0-12, and 169 lb down and 126 lb up at 34-0-12, and 169 lb down and 126 lb up at 36-0-12 on top chord, and 86 lb dawn at 2-0-12, 86 lb down at 4-0-12, 86 lb down at 6-0-12, 86 lb down at 8-0-12, 86 lb down at 10-0-12, 86 lb down at 12-0-12, 86 lb down at 14-0-12, 86 lb down at 16-0-12, 86 lb down at 18-0-12, 86 lb down at 20-0-12, 86 lb down at 22-0-12, 86 lb down at 24-0-12, 86 lb down at 26-0-12, 86 lb down at 28-0-12, 86 lb down at 30-0-12, 86 lb down at 32-0-12, and 86 lb down at 34-0-12, and 86 lb down at 36-0-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-10=-70, 11-20=-20 Concentrated Loads (lb) Vert: 4=-139(B) 18=-62(B) 16=-62(B) 5=139(B) 8=-139(B) 14=-62(B) 21=-139(B) 22=-139(B) 23=-139(B) 24=-139(B) 25=-139(B) 26=-139(B) 28=-139(B) 29=139(B) 30=139(B) 32=139(B) 33=139(131) 34=-139(B) 35=-139(13l) 36=139(B) 37=-139(B) 38=-62(B) 39=-62(8) 40=-62(B) 41=-62(B) 42=-62(B) 43=62(6) 44=-62(B) 45=-62(B) 46=62(B) 47=62(8) 48=-62(B) 49=-62(8) 50=-62(B) 51=-62(B) 52=-62(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component; not �qpy a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall O building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSdTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply BENNETT / Q58973 T21239134 76971 GRC HIP GIRDER 1 1 Job Reference (optional) �O.aaU 5 dm zz zuzu wu r art 111Uu5u1e5, urC. i ue oep o i cur:za zuzu rage 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-2p9wvPdD?5h5eggXBCPFOMr01 ngp8LMKkjKtKYyfgGl 2-0-0 5-0-0 9-10-11 14-9-5 _ 19-M 24-9-15 29-10-1 35-01 40-01 2 D 0 5-0-0 4-10-11 4-10-11 4-10-11 5-1-15 5-0-3 5-1-15 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5x8 3x4 I I = 6.00 12 3x4 II 48 = 3.6 4x8 = 3x4 II 5x8 - 3 27 28 4 29 30 5 31 326 7 33 8 34 35 36 9 37 38 10 O 1 Scale = 1:70.8 -- 39 4U -- 41 Q 11 43 44 45 46 15 '' 47 48 .- 49 50 - 3x5 = 3x4 II 4x8 = 3x6 = 6x8 = 3x4 II 4x8 = 3x4 II 3x5 = 3x4 11 3.6 = 5-0-0 9-10-11 14-9-5 19-8-0 24-9-15 29 10-1 35-0-0 40 0-0 5-0-0 ' 4-10-11 4-10-11 4-10-11 5-1-15 5-6 5-1-15 5-0-0 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8] r10:0-6-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.15 13-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16. 8-16 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 16=0-8-0 Max Horz 2=90(LC 24) Max Uplift 11=619(LC 8), 2=-544(LC 8), 16=-1887(LC 8) Max Grav 11=1041(LC 18), 2=1142(LC 17), 16=3403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1751/837, 3-4=1661/839, 4-5=1661/839, 5-6=1103/2061, 6-8=-1103/2061, B-9=-1871/1205,9-10=-1871/1205,10-11=-1921/1149 BOT CHORD 2-20=-684/1500, 19-20=-692/1514, 18-19=-95/411, 16-18=-95/411, 14-16=-417/609, 13-14=-417/609,12-13=-985/1674,11-12=-972/1658 WEBS 3-20=-152/359, 4-19=-548/268, 5-19=-761/1415, 5.18=-86/294, 5-16=-2776/1431, 6-16=-566/275, 8-16=-2971/1763, 8-14=-170/313, 8-13=-817/1420, 9-13=-562/272, 10-13=-188/277, 10-12=-222/378 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) sealed b ORe an, Philip, 11=619,2=544,16=1887. y g p, PE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 184 lb up at using a Digital Signature. 5-0-0, 111 lb down and 90 lb up at 7-0-12, 111 lb down and 90 lb up at 9-0-12, 111 lb down and 90 lb up at 11-0-12, 111 lb down Printed copies of this and 90 lb up at 13-0-12, 111 Ito down and 90 lb up at 15-0-12, 111 lb down and 90 lb up at 17-0-12, ill lb down and 90 lb up at document are not considered 19-0-12, 111 lb down and 90 lb up at 20-9-12, 111 lb down and 90 lb up at 22-9-12, 111 lb down and 90 lb up at 24-9-12, 111 lb signed and sealed and the down and 90 lb up at 26-9-12, 111 lb down and 90 lb up at 28-9-12, 111 lb down and 90 lb up at 30-9-12, and 111 lb down and 90 must be verified lb up at 32-10-3, and 171 lb down and 184 lb up at 35-0-0 on top chord, and 164 lb down and 152lb up at 5-0-0, 49 lb down and signature 63 Ib up at 7-0-12, 49 lb down and 63 lb up at 9-0-12, 49 lb down and 63 lb up at 11-0-12, 49 lb down and 63 lb up at 13-0-12, 49 on any electronic copies. lb down and 63 lb up at 15-0-12, 49 lb down and 63 lb up at 17-0-12, 49 lb down and 58 lb up at 19-0-12, 49 lb down and 37 lb up Philip J. O'Regan PE No.58126 at 20-9-12, 49 lb down and 37 lb up at 22-9-12, 49 lb down and 37 lb up at 24-9-12, 49 lb down and 37 lb up at 26-9-12, 49 lb MiTek USA, Inc. FL Cort 6634 down and 37 lb up at 28-9-12, 49 lb down and 37 lb up at 30-9-12, and 49 lb down and 37 lb up at 32-10-3, and 227 lb down and 6904 Parke East Blvd. Tampa FL 33610 89 lb up at 34-10-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). SeDtem ber 9.2020 C mtinued on page 2 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTellc 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/i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply / Q68973 T21239134 76971 GRC HIP GIRDER 1 1 �132NNETT Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. TUB Sep 8 14:07:23 2020 Page 2 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-2p9wvPdD?5h5eggXBCPFOMr01 ngp8LMKkjKtKYyfgGl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-10=-70, 10-11=-70, 21-24=-20 Concentrated Loads (lb) Vert: 3=-87(B) 7=-67(8) 10=-87(B) 20=-118(B) 5=-67(B) 18=-35(B) 14=-35(8) 8=-67(B) 12=-118(B) 27=-67(B) 28=-67(B) 29=-67(8) 30=-67(B) 31=-67(B) 32=-67(B) 33=-67(B)34=-67(B) 36=67(8) 37=67(B) 38=-67(B) 39=-35(B)40=-35(8)41=-35(B)42=-35(B)43=-35(8) 44=-35(B) 45=-35(B) 46=-35(B) 47=-35(B)48=-35(8) 49=-35(B) 50=-35(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only withMiTek® 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 IV p� I i 1T ek' 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 Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 111PA`k .111cl i Hip Girder bars Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek industries, Inc. Tue Sep 8 14:07:25 2020 Page 1 ID:Ke7xZmF9fOhPfRYgg9waRUyfkUr-_CHgK5fTXixptBgwJdRj5nwTKbNHcG5cC1p PRyfgGG -2-0-0 5-0-0 , 8-9-15 12-8-1 16-4-0 2-0-0 5-0-0 3-9-15 3-8-3 3-9-15 Scale = 1:31.0 4x8 = 2x3 II axe = 3x4 II 3 15 16 4 17 18 5 19 20 6 F� S LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.06 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.09 9-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.03 7 file n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=149(LC 25) Max Uplift 7=-550(LC 5), 2=-568(LC 8) Max Grav 7=1163(LC 1), 2=1184(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1831/893, 3-4=-1841/955, 4-5=18411955 BOT CHORD 2-11=-818/1570, 9-11=-82611563, 8-9=-676/1338, 7-8=-676/1338 WEBS 3-11 =-1 37/329, 3-9=-178/351, 4-9=-400/193, 5-9=-343/612, 5-8=-64/257, 5-7=-1590/808 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; 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 five loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=550, 2=568. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 181 lb up at electronically signed and 5-0-0. 111 lb down and 90 lb up at 7-1-13, 113 lb down and 90 lb up at 9-1-13, 114 lb down and 90 lb up at 11-1-13, and 114 lb sealed by ORegan, Philip, PE down and 90 lb up at 13-1-13, and 132 lb down and 94 lb up at 15-1-13 on top chord, and 164 lb dawn and 152 lb up at 5-0-0, 49 lb down and 63 lb up at 7-1-13, 49 lb down and 63 lb up at 9-1-13, 49 lb down and 63 lb up at 11-1-13, and 49 lb down and 63 lb using a Digital Signature. up at 13-1-13, and 56 lb down and 20 lb up at 15-1-13 on bottom chord. The design/selection of such connection device(s) is the Printed copies of this responsibility of others. document are not considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOADCASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Philip J. O'Regan PE No.58126 Vert: 1-3=-70, 3-6=-70, 7-12=-20 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9.2020 ontinued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord Members only. Additional temporary and permanent bracing g 11/1f lei lc" Mel(' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB.89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239136 76971 GRE Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. TUB Sep 8 14:07:27 2020 Page 1 I D: Ke?x7-mF9fOh PORYq g9wa RUyfkUr-wa 0 Q Inhj3KC W6S_JQ2TBAC?h3Otd45UvfL15TJyfgGE 2-0-0 4-9 4 9-0-0 11-0-0 13-0-0 17-8-0 22 4-0 25f-12 29 4-0 30-0 8 2 0 0 4.9 4 4-2-12 2 0 2-0-0 4-8 0 4 8-0 3-2-12 3-9 4 4x4 = 7x8 MT18HS = 5x8 MT18HS = Scale = 1:54.3 3x8 i 3x4 II 3x8 = 5x6 = Bxe — 7x8 = HUS26 6x8 = 3x4 II 410 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.64 BC 1.00 WB 0.95 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.25 13-14 >999 360 -0.56 13-14 >629 240 0.12 10 n/a n/a 0.27 13-14 >999 240 PLATES MT20 MT18HS Weight: 187 Ib GRIP 2441190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-11 cc pudins. BOT CHORD 2x6 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 6-0-14 cc bracing. 10-15: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* _ 5-16: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=142(LC 7) Max Uplift 2=-679(LC 8), 10=-1008(LC 8) Max Grav 2=211O(LC 1). 10=2924(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3950/1149, 3-4=-3582/1123, 4-5=-3181/1046, 5-6=-5845/1916, 6-7=6048/2043, 7-8=-6048/2043,8-9=-5934/2070,9-10=-5850/1971 BOT CHORD 2-18=-936/3496, 17-18=-936/3496, 16-17=-987/3580, 14-16=-1481/5068, 13-14=-1735/5335, 12-13=-1682/5204, 10-12=-1682/5204 WEBS 3-17=-468/152, 4-17=-414/1363, 5-17=-11131366, 5-16=-1261/3781, 6-16=-3519/1230, 6-14=-649/1308, 7-14=-369/152, 8-14=-187/889, 8-13=-602/1645, 9-13=-378/345, 9-12=-300/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent With any other live loads. * Sealed by ORegan, Philip, PE 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 fit between the bottom using a Digital Signature. will chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies of this 2=679, 10=1008. document are not considered 8) Use USP HUS26 (Wth 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 20-0-12 from the left end to connect signed and sealed and the truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. Signature must be Verified 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 304 lb down and 250 lb up at on any electronic copies. 22-4-0 on top chord, and 335 lb down and 230 lb up at 22-2-3 on bottom chord. The design/selection of such connection device(s) Philip J. O'Regan PE No.58126 is the responsibility of others. MiTek USA, Inc. FL Cert 6634 11) 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 September 9,2020 If onnnueD on page z ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. MAE, 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 MiTei� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply BENNETT / Q58973 T21239135 76971 GIRD Half Hip Girder 1 1 Job Reference o tional usa, In:., run rierce, rL d.33U S JUI 22 ZUZU MI I eK Inciustnes, Inc. I ue 5ep S 14:072b 2020 Page 2 I D: Ke?xZmF9fOhPfRYgg9waRUyfkUr-_CHgK5fTXixpt8gwJdRj5nwTKbNHcG5cC 1 p_PRyfgGG LOAD CASES) Standard Concentrated Loads (lb) Vert: 3=-87(F) 11=-118(F) 16=67(17) 17=67(F) 18=-67(F) 19=-67(F) 20=-81(F) 21=-35(F) 22=-35(F) 23=-35(F) 24=-35(F) 25=-51(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE�NNETT/Q!58973 T21239137 76971 GRL Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:28 2020 Page 1 2-6-3 4.09 12 4x4 = 44 = 19 20 21 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.03 10 >999 360 TCDL 15.0 NO Lumber DOL 1.25 BC 0.34 Vert(CT) -0.08 10 >999 240 BCLL Rep Stress Incr NO WB 0.13 Horz(CT) 0.03 7 file n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.03 10 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=88(LC 7) Max Uplift 7=270(LC 8), 2=-384(LC 8) Max Grav 7=1109(LC 30). 2=1257(LC 29), Scale = 1:29.8 PLATES GRIP MT20 244/190 Weight: 74 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-13 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2060/476, 3-4=-1882/498, 4-5=-1760/484, 5-6=-1877/499, 6-7=-2088/512 BOT CHORD 2-11=-390/1814, 10-11=-388/1821, 9-10=-415/1781, 8-9=-406/1832, 7-8=407/1824 WEBS 4-10=-18/338, 5-9=-25/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=270, 2=384. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb down and 87 lb up at 4-3-7. 140 lb down and 90 Ito up at 5-6-8, 88 Ito down and 67 lb up at 6-9-10, 143 lb down and 103 lb up at 7-1-13, 143 lb down and 103 lb up at 7-10-3, 88 lb down and 67 Ito up at 8-2-6, and 140 lb down and 90 lb up at 9-5-8, and 161 lb down and 87 lb up at 10-8-9 on top chord, and 67 lb down at 4-3-7, 47 lb down at 5-6-8, 187 lb down and 48 lb up at 6-9-10, 70 lb down at 7-1-13, 70 lb down at 7-10-3, 187 lb down and 48 lb up at 8-2-6, and 47 lb down at 9-5-8, and 67 lb down at 10-8-9 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=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 12-15=-20 ontinueo on page 2 I3 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. CRegan PE No.58126 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9.2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not, Iqo� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Imo 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 iTelc is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply BENNETT I Q58973 T21239136 76971 GRE Roof Special Girder 1 1 Job Reference (optional) unamoers truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 5 14:07:27 2020 Page 2 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-waOQlnhj3KCW6S JQ2TBAC?h3Otd45UvfLl5TJyfgGE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-8=70, 8-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 8=-208(F) 13=-334(F) 24=-1619(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19r2020 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 qpv 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 ANS11TPI1 Quality CMarle, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239138 76971 HV7 Valley 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL - 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 8 14:07:30 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-L94ZNojcLFa5zviu6A1 uordlJc6WHfXMLJ Wl4eyfgGB 5-10-8 7-0_0 5-10-8 1-1-8 3x6 = 3x4 11 4 6 5 3x4 2x3 II 3x4 II Plate Offsets (X,Y)-- [3:0-3-0,0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 15.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017fTP]2014 Matrix-S DEFL. in (loc) I/deft Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-0-0, 5=7-0-0, 6=7-0-0 Max Horz 1=96(LC 12) Max Uplift 5=-36(LC 12). 6=-11O(LC 12) Max Grav 1=104(LC 1), 5=129(LC 1), 6=333(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS. 2-6=-256/330 Scale=1:19.2 KW62 s PLATES GRIP MT20 2441190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-6-0, Interior(1) 3-6-0 to 5-10-6, Exterior(2) 5-10-8 to &10-4 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except Gt=lb) 6=110, 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 MiTak USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not pqp a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TI'li Quality Criteria, DSBA9 and,SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21239137 Girder FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:29 2020 Page 2 I D: Ke7xZmF9fOh PfRYq g9waRUyfkUr-sz WB9SizaxSEM17hYT WfGd58R CjTYBpC7fnCYCyfg GC LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-14(B) 5=-14(8) 11=-3(B) 10=-203(B) 9=-203(B) 8=-3(B) 18=-49(B) 19=-101(B) 21=101(B) 22=49(B) 23=-28(B) 24=-28(8) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Make connectors. This design Is based only upon parameters shown, and is for an individual building component, not qpo a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Brio the overall ®• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / 058973 T21239139 76971 HV9 Valley 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:31 2020 Page 1 ID:Ke?xZmF9fOh PfRYgg9waRUyfkUr-pLexa8kE6Yiyb3H4fuY7L2AR8?Qy06UVazGld5yfgGA 5-10-8 9-0-0 3x6 = 3x4 11 4 6 5 3x4 5- 2x3 II 3x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 15.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017/TP12014 Matrix-S DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Hcrc(CT) • 0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-0-0, 5=9-0-0, 6=9-0-0 Max Hoe 1=96(LC 12) Max Uplift 1=-2(LC 12), 5=-48(LC 9), 6=-13B(LC 12) Max Grav 1=14Z(LC 1), 5=167(LC 1), 6=433(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-331/393 Scale = 1:19.2 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat'. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-8, Exterior(2) 5-10-8 to 8-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=138, 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 AlITok USA, Inc, FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not -- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/r Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239140 76971 HV11 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. TUB Sep 8 14:07:29 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-szWB9SizaxSEM17hYT WfGd514CiuYCBC7fnCYCyfgGC 5-10.8 11-0-0 5 10 8 5-1-8 45 = 6.00 12 Scale = 1:19.3 3x4 II 3 5 4 3x4 i5�- 2x3 II 3x4 II 5-10-8 11-0-0 5-10-8 5-1-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67, Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-S Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=11-0-0, 4=11-0-0, 5=11-0-0 Max Horz 1=96(LC 12) Max Uplift 1=-33(LC 12), 4=-62(LC 9). 5=-141(LC 12) Max Grav 1=226(LC 1), 4=199(LC 1). 5=496(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-360/351 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-8, Exterior(2) 5-10-8 to 10-1-7, Interior(1) 10-1-7 to 10-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designecl for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (lt=lb) 5=141. 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: September 9,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 1011-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �By a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall O buildingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ! pqV1i Ty er W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11, Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City, Ply BENNETT / Q58973 T21239141 76971 J1 JACK -OPEN 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. I ue Sep 3 14:U7:3Z 202U Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-HYCJoUkstsgpDDsGDb3MtGIXiPn4laZepd?s9XyfgG9 -2-0-0 1-0-0 2-0-0 1102 Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Gdp DOL 1.25 TC 0.71 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) in (loc) lidefl Ud PLATES GRIP 0.00 7 >999 360 MT20 - 244/190 0.00 7 >999 240 0.00 4 n/a n/a -0.00 7 >999 240 LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=75(LC 12) Max Uplift 3=-39(LC 1), 2=-232(LC 12), 4=-67(LC 1) Max Grav 3=44(LC 12), 2=340(LC 1), 4=69(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Weight: 7 lb FT = 20% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=232. 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 01'ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Well( 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 ANSV7P11 Quality Criteria, DSB-99 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT 1,1511913 T21239142 76971 J2 Jack -Open 4 1 Job Reference o tional Cnamoers I ruse, Inc., ron fierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:32 2020 Page 1 I D:Ke?xZmF9fOh PfRYgg9waR UyfkUr-HYCJoUkstsgp D DsGD b3 MtGicNPIKIaZepd?s9XyfgG9 -2-0-14 2-9-12 2-0-14 2-9-12 2-9-12 2-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) -0.00 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=105(LC 12) Max Uplift 3=19(LC 9), 2=-168(LC 12) Max Grav 3=58(LC 17), 2=331(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-2-1-10 to 2-1-4, Extedor(2) 2-1-4 to 2-9-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=168. 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: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ®ff 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239143 76971 J2A Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek industries, Inc. rue t5ep B 14:U7:33 2020 Page 1 ID:Ke?xZmF9fOh PfRYgg9waRUyfkUr-Iklh?qlUeAyggNRSnJabQTFgFp8000po2HIPhzyfgGB -1-1-7 2-2-3 1-17 — 223 Scale=1:10.3 3x4 2-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 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 FBC2017ITP12014 Matrix -MP Wind(ILL) -0.00 7 >999 240 Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-20(LC 12), 2=-88(LC 12) Max Grav 3=53(LC 17), 2=202(LC 1), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-2-4 to 1-9-12, Interior(1) 1-9-12 to 2-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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. Megan PE No.56126 friiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not q®p a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and bracing a �7 MOW prevent permanent 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 ANSUT1011 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Qty IPly I BENNETT / Q58973 T21239144 Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:34 2020 Page 1 I D: Ke7xZmF9fOhPfRYgg9waRUyfkUr-DwJ4 DAm6PT4XSXOfL05gzhotC DSrDT3xGxUzDPyfg G7 2-0-0 2-2-3 2.M 2-2-3 Scale = 1:12.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=96(LC 12) Max Uplift 3=-12(LC 9), 2=-170(LC 12), 4=-4(LC 1) Max Grav 3=33(LC 17), 2=31 O(LC 1), 4=28(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=170. 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 MiTak USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not HV a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sude 203 Waldorf, MD 20601 Tampa, FL 36610 Job russ Truss Type Qty Ply BENNETT / Q58973 [J3 T21239145 76971 JACK -OPEN 11 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:34 2020 Page 1 I D:Ke7x2mF9fOh PfRYg g9waRUyfkUr-DwJ4DAm6PT4XSXOfL05gzhotC DT5DT3xGxUzD PyfgG7 -2-0.0 3-0-0 2-0.0 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.00 4-7 >999 360 TCDL 15.0 Lumber DOL 1.26 BC 0.18 Vert(CT) -0,00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No,3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-29(LC 9), 2=-197(LC 12), 4=-26(LC 9) Max Grav 3=64(LC 1), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 2441190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=11b) 2=197. 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. Megan PE No.58126 MITek USA, Inc. FL Cert 9834 6904 Parke East Blvd. Tampa FL 33010 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and proparly Incorporate this design Into the overall INTM building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mel(' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply / Q58973 T21239146 76971 J3A Jack -Open 1 1 �BENNETT Job Reference o tional toss, inc., f-on Flerce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:35 2020 Page 1 ID:Ke7xZmF9fOhPfRYgggwaRUyfkUr-h7tSQWnkAnCO4gbrukd3VuKA dogywl5VbEWmsyfgG6 3-0-0 3-0-0 3x4 = 3-0-0 Scale: V=1' LOADING (PS11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL I Plate Grip COL 1.25 TC 0.20 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 10 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=53(LC 12) Max Uplift 1=-18(LC 12), 2=-42(LC 12), 3=-4(LC 12) Max Grev 1=132(LC 1), 2=90(LC 17), 3=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 100 lb uplift at joint(s) 1, 2, 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. D'Regan PE No.58126 MiTek USA, Ine. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. � Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not IN a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall D• building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTelt Is always required for stability and to prevent collapse with possible personal Injury and property damage. For generai,guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job russ Truss Type Qty Ply BENNETT / Q58973 T21239147 76971 [J-5 JACK -OPEN 31 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:36 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-9JRgdsoMx5KFhgA1 SRBI26tBj00PhNYEkFz311yfgG5 2-M 5-M Scale = 1:19.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.11 4-7 >528 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.06 4-7 >993 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=147(LC 12) Max Uplift 3=-71(LC 12), 2=-219(LC 12), 4=-49(LC 9) Max Grav 3=137(LC 1), 2=397(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 3, 4 except (it=lb) 2=219. 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: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with MlTeke 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 appilcabllity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is toprevent buckling of Individual truss web and/or chord members only. Additional temporary and bracing Mel( permanent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Sefety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type T21239148 nc., Fort Pierce, FL 8,330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:36 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-9JRgdsoMx5KFhgA1 SR8126tE602ihNYEkFz3l lyfgG5 Scale = 1:17.0 3x4 = 5-M 5.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.08 3-6 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) .0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 3-6 >988 240 Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=90(LC 12) Max Uplift 1=-31(LC 12). 2=-74(LC 12), 3=-3(LC 12) Max Grav 1=222(LC 1). 2=154(LC 17), 3=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 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 hliTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MGM( prevent Is always required for stability anil 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 ANSIITPN Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suhe 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239149 76971 J5B Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:37 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-dV7CrCo7iOS6J_kEO9fXaJQPsQOwQgoOyvjdgkyfgG4 5-0-0 5-0-0 5-0-0 5-0-0 Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.03 3-6— • >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.08 3-6 . >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.06 3-6 >988 240 Weight: 16 lb FT = 20% 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. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=90(LC 12) Max Uplift 1=-31(LC 12), 2=-74(LC 12), 3=-3(LC 12) Max Grav 1=222(LC 1), 2=154(LC 17), 3=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designers for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 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 hliTok USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19I2020 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 1 O• building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M i el( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21239150 Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:38 2020 Page 1 I D: KeTxZm F9fOh PfRYgg9waR UyfkUr-6iZa2XpdTi ayx8J QasAm7Xyevgn 19H2XBZSAM ByfgG3 -2-0-14 5-3-4 ' 2-0-14 5-21A LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) -0.03 4-7 >999 360 TCDL 15.0 NO Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 4-7 >918 240 BCLL * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.03 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=148(LC 12) Max Uplift 3=-64(LC 12), 2=-161(LC 12) Max Grav 3=152(LC 17), 2=415(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.6 d Q? N N PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-2-1-10 to 2-1-4, Exterior(2) 2-1-4 to 5-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=161. 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. VRegan PE No.58126 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not HV IN' 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 MiTak 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 ANSVTPI1 Quality Crlferla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT I Q58973 T21239151 76971 J6 Jack -Open 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:38 2020 Page 1 ID:Ke7xZmF9fOh PfRYgg9waRUyfkUr-6iZa2XpdTiayx8JQasAm7XyWUgjQ9H2XBZSAMByfgG3 2-0-0 6-0-0 Scale = 1:21.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.05 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) . -0.13 4-7 >535 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.09 4-7 >817 240 Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=165(LC 12) Max Uplift 3=-79(LC 12), 2=-156(LC 12) Max Grav 3=175(LC 17), 2=437(LC 1), 4=11O(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Intedor(1) 0-11-3 to 5-11-4 ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=156. 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: September 9,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall y 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 ANSIITP11 Quality Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21239152 76971 J7 Jack -Open 39 1 �BENNETT/Q58973 Job Reference (optional) Onambers Truss, Inc., Fort Pierce, FL I 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:39 2020 Page 1 I D: Ke?xZmFgfOh PfRYq ggwaR UyfkUr-au7zGtgF EOi pYl uc7Zh?gkVp U E?Oukl gQ DCjvdyfg G2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.42 Vert(LL) -0.09 4-7 >899 360 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.24 4-7 >353 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.13 4-7 >639 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=183(LC 12) Max Uplift 3=-97(LC 12), 2=-160(LC 12) Max Grav 3=214(LC 17), 2=478(LC 1), 4=126(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 12"=l' A PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=160. 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 Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511012020 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/f Quality Criteria, DS8A9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply / Q58973 T21239153 76971 KJ5 Diagonal Hip Girder 3 1 �BENNETT Job Reference (optional) chambers I russ, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 Mrfek Industries, Inc. Tue Sep 8 14:07:40 2020 Page 1 I D: Ke?xZmF9fOhPfRYgg9waRUyfkU r-24h LTDrt?JggASTphHCECy2_YeU4dA5gftxHR3yfg G 1 -2-9-15 3-8-10 7-0-2 2-9-15 3-8-10 3-3.8 Scale = 1:19.1 � 3-8-10 3-3-8 Plate Offsets (X,Y)-- [2:0-0-9,Edae] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.02 7-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.04 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.04 7-10 >999 240 Weight: 32 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=146(LC 8) Max Uplift 4=51(1_C 24). 2=-339(LC 8), 5=-B7(LC 5) Max Grav 4=120(LC 17), 2=521(LC 28), 5=177(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=423/184 BOT CHORD 2-7=-214/351, 6-7=-214/351 WEBS 3-6=-385/235 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 2=339. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=115(F=58, B=58) 13=106(F=53, B=53) 14=6(F=3, B=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.56126 B1iTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ®Cqop C Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not myO• 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 Mffek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITP11 Quality Criteria, DSBA9 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 T21239154 Hip Girder FL 8.330 s Jul 22 2020 MiTek Industries, Inc. TUB Sep 8 14:07:41 2020 Page 1 ID:Ke?xZmF9fOhPtRYgg9waRUyfkUr-WHEjhZrVmdzXob27FJT19aC11 tuMdLztXhgzVyfgGO -2-2-8 3-5-6 6-7-3 2-2-8 3.5-6 3-1-13 Scale = 1:21.7 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.25 BC 0.11 WB 0.09 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.01 HDIz(CT) 0.00 (loc) I/deft Ud 7-10 , >999 240 6-7 >999 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-9, 5=Mechanical Max Horz 2=165(LC 24) Max Uplift 4=53(1-13 24), 2=-176(LC 8), 5=-26(LC 8) Max Grav 4=92(LC 13), 2=478(LC 1), 5=200(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/6 BOT CHORD 2-7=56/339, 6-7=-56/339 WEBS 3-6=-389/64 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=176. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 42 lb up at 2-6-12, and 123 lb down and 59 lb up at 3-2-1 on top chord, and 30 lb down and 12 lb up at 2-6-12, and 19 lb down and 4 lb up at 3-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others: This Item has been 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), electronically Signed and LOAD CASE(S) Standard sealed by ORegan, Philip, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plf) Printed copies of this Vert: 1-4=-70, 5-8=-20 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 7=4(F) 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: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/191202D BEFORE USE. s� 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 ANSbTPI1 Quality Criteria,.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21239155 76971 KJ7 Diagonal Hip Girder 3 1 �BENNETT/Q58973 Job Reference (optional) t;namoers I russ, Inc., Fon Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:42 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-_To5uvs7Wx5OPldBpiFjHN7J 1 R8W51576BQOVyyfgG? 2-9-15 5-1-9 9 10-1 2-9-15 5-1-9 4-8-7 r 5-1-9 1 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 44 Ib 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. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=182(LC 8) Max Uplift 4=-84(LC 8), 2=-422(LC 8), 5=202(LC 8) Max Grav 4=168(LC 1), 2=645(LC 28), 5=305(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/402 BOT CHORD 2-7=-445/638, 6-7=-445/638 WEBS 3-6=-693/483 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; 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 nonrwncurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=422, 5=202. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 138 lb up at 1-6-1. 89 lb down and 138 lb up at 1-6-1, 39 lb down and 45 lb up at 44-0. 39 lb down and 45 lb up at 4-4-0, and 123 lb down and 96 lb up at 7-1-15, and 123 lb down and 96 lb up at 7-1-15 on top chord, and 64 lb down and 96 lb up at 1-6-1, 64 lb down and 96 This item has been lb up at 1-6-1, 13 lb dawn and 35 lb up at 4-4-0, 13 lb down and 35 lb up at 4-4-0, and 33 lb down and 63 lb up at 7-1-15, and 33 electronically signed and lb down and 63 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. d by sealed OR OR egan, Philip, PE SUealesing 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) Vert: 1-4=70, 5-8=-20 signed and sealed and the Concentrated Loads (Ib) signature must be verified Vert: 11=115(F=58, B-58) 13=-75(F=-38, B=38) 14=106(F=53, 8=53) 15=6(F=3, B=3) 16=-54(F=-27, 8=-27) on any electronic copies. Philip J. Megan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( Is always required for stability and to prevent co0apse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quailfy Criteria, DS9-89 and BCSI Building Component 6904 Parke East Blvd. Safelyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Hip Girder T21239156 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:43 -2-2-8 4-8-8 ' 2-2-8 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 FBC2017ITP12014 Matrix -MP Wind(LL) -0.03 4-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-9, 4=Mechanical Max Horz 2=133(LC 21) Max Uplift 3=51(LC 8), 2=172(LC 8) Max Grav 3=127(LC 26), 2=406(LC 1), 4=83(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 20% Structural wood sheathing directly applied or 4-8-8 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=172. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 Ib down and 52 Ib up at 2-6-12, and 103 Ib down and 51 Ib up at 3-2-1 on top chord, and 12 Ib down at 2-6-12, and 24 Ib down and 4 Ib up at 3-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 10=-2(B) 11=4(F) 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: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiT�iz is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Crkeria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT 11111173 T21239157 76971 L Common 3 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:44 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-wswsJbuO2YL6f3naw7HBNoCftFgrzzMPZUvUZgyfgFz 2-0-0 7-6-0 15-0-0 2' 0 7.6-0 7-6-0 4x6 = 3 Scale = 1:28.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 5-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.19 5-8 >929 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.09 5-8 >999 240 Weight: 56 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=114(LC 11) Max Uplift 4=156(LC 12), 2=-270(LC 12) Max Grav 4=665(LC 1), 2=830(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-957/404, 3-4=-952/423 BOT CHORD 2-5=-248/760, 4-5=-248/760 WEBS 3-5=-321367 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 7-6-0, Exterior(2) 7-6-0 , to 10-6-0, Interior(1) 10-6-0 to 15-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=156, 2=270. 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 h1iTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ftdfil building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB-89 and BCSI Building Component Safety Informotion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT 111511 73 T21239158 76971 MV2 Valley 6 .1 Job Reference (optional) Chambers I cuss, Inc., Fort Pierce, FL 3x4 8.330 s Jul 22 2020 MiTek Industries, Inc. TUB Sep 8 14:07:44 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-wswsJbuO2YL6f3naw7HBNoCIrFwkZ?XPZUvUZgyfgFz 2-0.0 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) rite file 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=25(LC 12) Max Uplift 1=9(LC 12), 2=-26(LC 12) Max Grav 1=62(LC 1), 2=49(LC 17), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpj=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 100 lb uplift at joint(s) 1, 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 h11Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®� WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MnFJ( REFERENCE PAGE MII-7473 rev. 5/19Y2020 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 Mel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21239159 FL s Jul 3x4 � 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 15.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P DEFL. in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(CT) We n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=59(LC 12) Max Uplift 1=21(LC 12), 3=-50(LC 12) Max Grav 1=146(LC 1). 3=148(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by 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 61iTak USA, Inc. FL Cert6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 i ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 10II-7473 rev. 6/19/2020 BEFORE USE. 9Bpen Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not HT a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Ij• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeQt 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/TPll Quality Criteria, DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / 058973 T21239160 76971 MV5 Valley 1 1 Job Reference (optional) fuss, Inc., FOn Fierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:46 2020 Page 1 I D: Ke?xZmF9fOh PtRYgg9waR UyfkUr-tE2ckGvea9bquNwy2YJfSDIOF 2T41 vl i 1 oObdj yfgFx 0.8 3x4 11 3 3x4 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 15.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=5-10-8, 3=5-10-8 Max Horz 1=93(LC 12) Max Uplift 1=-33(LC 12), 3=-79(LC 12) Max Grav 1=230(LC 1), 3=234(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-183/251 Scale = 1:17.9 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by 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. Megan PE No.56126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473 rev. 5119/202D BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quallty Criteria, DS8-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BENNETT / Q58973 T21239161 76971 MV6 Valley 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 8 14:07:46 2020 Page 1 ID:Ke?xZmF9fOhPfRYgg9waRUyfkUr-tE2ckGvea9bquNwy2YJfSD1002Scl vl it oObdjyfgFx 6-0-0 6-0-0 3x4 11 2 3 3x4 3x4 II Scale = 1:18.3 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES - GRIP TCLL 20.0 Plate Grip' DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=6-0-0, 3=6-0-0 Max Horz 1=95(LC 12) Max Uplift 1=-34(LC 12), 3=-81(LC 12) Max Grav 1=236(LC 1), 3=240(LC 17) FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187/256 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by 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 Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �®®fie] 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 ��m0• M �T��C 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/f Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 11151173 T21239162 76971 PBA Piggyback 2 1 �BFNNETT Job Reference o tional Chambers Truss, Inc., Fort pierce, FL 3 3x4 = 2x3 II 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 14:07:47 2020 Page 1 I D:Ke?xZmF9fOhPfRYgg9waRUyfkUr-LQc_xcwGLTjhWWV9bFqu_QgEkSwemMmsGS89A9yfgFw 6-0-0 4x4 = 3x4 = Scale=1:11.8 d Io 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=4-2-6, 4=4-2-6, 6=4-2-6 Max Horz 2=-33(LC 10) Max Uplift 2=-65(LC 12), 4=-65(LC 12), 6=-17(LC 12) Max Grav 2=141(LC 1), 4=141(LC 1), 6=176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. Megan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 9,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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/TP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21239163 I Pierce, FL s Jul 22 2020 2-0-0 4-0-0 _ _ 6-0-0 2-0-0 2-0-0 3x4 = 3x6 = 3x6 = 3x4 = 2020 Pagel Scale: 1"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.00 6 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=4-2-6, 5=4-2-6 Max Horz 2=21(LC 11) Max Uplift 2=-73(LC 12), 5=-73(LC 12) Max Grav 2=229(LC 1), 5=229(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=261/251, 4-5=-261/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. ORegan PE No.58126 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33010 Data: September 9,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not -- ee a truss system. Before use, the bullding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall O building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36810 PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1fi' For 4 x 2 orientation, locate plates 0- 'w+8' 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. CM 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. Hurrlr ber ing System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS ci-2 c2a O U ZWEBSA04 = U aO c7-e cea t3U I I UM I;HUKUti 8 7 6 5 0 of O r U a- O I — JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved ISM ISE21 1a MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 /�► G(-�nryr�ll S�.�fc�ty c�t��s 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 ANSIrl-PI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.