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HomeMy WebLinkAboutTrussIv ULHERN KULP RESIDENTIAL STRUCTURAL ENGINEERING I 300 Brookside Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhernkulp.com September 24, 2020 Chad Bally CENTURY COMPLETE 4253 Long Leaf Dr Melbourne FI 32940 Florida Division 1449 Model,— Elevation B — Up to 160 MPH Exp. C OFS ROO.FTRUSS SHOP DRAWING REVIEW M+K, Project#: 195-19064 (24) Reference Roof Truss Shop Drawings prepared by Builders FirstSource, Inc, dated • July 24, 2019, Mr. Bally: Pursuant to`.your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation, The scope of -our review was to verify conformance with the structural design prepared by our office and to certify that the design load§ used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles V truss quantities: Ourreview;found the engineered roof truss shop drawings meet or exceed the structural framing Dian specifications and are in aeneral -conformance with the contract documents and are approved. Please feel free to call if you, have any questions. Y� Respectfully; . ; MU MERN &'KULP STRUCTURAL ENGINEERING, INC. S E P 2 4 ZU20 , G "';James GFdling, P.E. Frincipat/Director of Operations o 6, . E �F �S%5@/ p ,5612b,-. C CS G ° P.;IclienF.ilsl•>95 WadeluineyHomes120i91>9004 Lakewood Park community17607Miramaraue>449BRHISubmittals�ZOlaxrrx-stiuctsubmitta/12020- 09 Z4-'1449 Model Elev, 9 - FL RT Shop Drawing Letter. docx ARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL 0BUM"s FirstSource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax:(813) 752-1532 http:/Avww.bldr.com General Notes: Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. Use Manufacturer's specifications for all hanger connections U.N.O. Use lod k 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. [)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25. Only reactions greater _-- - _ --- - - - -- -- -than-,000--lbs &-uplifts__ -. greater than 1,000 Ibs are noted on the truss placement page Wade Jurney Homes 144.9 "Grip :2 'Elevation B :Lot `Swing rRight Designed By: CIS Layout: 144 9_B_G R_LAY Date: 06/07/19 Revision History: Rev1: 07/19/19 Rev2: Rev3: mments• NOT TO SCALE SHEET Soft r RE: 1449_B Site Information: Customer Info: Wade Jurney Hom Lot/Block: Address: 7607 Miramar Ave City: St Lucie Name Address and License # of Name: Address: City: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek USA, Inc. 6904 Parke East Blvd. Project Name: 1449 B Model: 1449 Tampa, FL 33610-4115 Subdivision: Lakewood Park State: FL I Engineer of Record, If there is one, for the building. License M State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor. Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15=31.003, section 51 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T17679525 Al 7/24/19 23 T17679547 T1 7/24/19 2 T17679526 A2 7/24/19 24 T17679548 T2 7/24/19 3 T17679527 CA 7/24/19 25 T17679549 T3 7/24/19 4 T17679528 CJ3 7/24/19 26 T17679550 T4 7/24/19 5 T17679529 CJ5 7/24/19 ' 27 T17679551 T5 7/24/19 6 T17679530 EJ3 7/24/19. 7 T17679531 EJ5 7124/j19 8 T17679532 EJ5A 7/24/19 9 T17679533 ER 7/24/I9 10 T17679534 GR1 7/24/19 11 T17679535 GR2 7/24/19 12 T17679536 GR3 7/24/19 13 T17679537 H1 7/24/19 14 T17679538 H2 7/24/ 9 15 T17679539 H3 7/24/119 16 T17679540 H4 7/24/19 17 T17679541 H5 7/24/(19 18 T17679542 H6 7/24/19 19 T17679543 H7 7/24/19 20 T17679544 HJ1 7/24/19 21 T17679545 HJ2 7/24/19 22 T17679546 HJ3 7/24/19 ��f11111/� The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. R P under my direct supervision based on the parameters ��. Q•�;•.•••���.,•�i� .�i provided by Builders FirstSource - Plant City. `��.`,.��G E NSF.•ti Truss Design Engineer's Name: Finn, Walter ? 39 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 i STATE'. OF that the engineer named is licensed in the jurisdicti?n(s) identified and that the Q �1/ z designs comply with ANSI/TPI 1. These designs are based upon parameters i�,��� 'O R11 shown (e.g., Toads, supports, dimensions, shapes and design codes), which were Ile given to •...:..� '��? formation Tek's or TRENCO's customers file efe en cerpuerposct e only,cific land was olt taken into acconcluded is for unt nt in the '�i� � N.A , �` 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, Walter RFinn PE No.22839 the building designer should verify applicability of design parameters and properly Welk USA, Inc. FC Cert'6634 incorporate these designs into the overall building esign per ANSI/TPI 1, Chapter 2. 69H Parke East Blvd. Tampa FL33610 Data: July 24,2019 Finn, Walter 1 of 1 Job Truss Type Qty Ply T17679525 1449_B Al �Tnxss ommon 7 1 Job Reference (optional) uumers first Jouree, mant Lary, rL - 3Zbbo, o. u s dun o au ra rvn i en n.—u—, nw. vxeu — — tea. io av i a rays , ID,hNOoOTzK wvsv lrNDly?LzBmOV-Fbz3XF?JO29u2HiIPXdbD??z cOvuNF5SK1AWivuuru 12-7-12 4.00 12 5x6 = 5-11-0 Scale = 1:66.2 ST1.5xB STP = 14 ST1.5xB STP = 3x8 = 3x4 = 4x6 = 3x8 = 46 = 3x4 = 3x8 = 9-8A LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 `Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 10=1421/0-8-0 Max Horz 2=118(LC 12) Max Uplift 2=-661(LC 8), 10=-661(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) TOP CHORD 2-3=-3384/2062, 3-5=-3090/1879, 5-6=-21 9-10=-3384/2062 BOT CHORD 2-16=-1836/3153, 14-16=-1472/2609, 12-1 WEBS 6-14=-585/1040, 7-14=-762/571, 7-12=-18 5-16=-181/533,3-16=-345/347 CSI. DEFL. in (loc) I/deft L/d TC 0.74 Vert(LL) 0.30 14 >999 240 BC 0.86 Vert(CT) -0.56 12-14 >787 180 WS 0.78 Horc(CT) 0.16 10 n/a n/a Matrix-SH BRACING - TOP CHORD BOT CHORD less except when shown. 1442, 6-7=-2166/1442, 7-9=-3090/1879, 37/2609,10-12=-185113153 9-12=-345/347,5-14=-762/571, PLATES GRIP MT20 244/190 Weight: 172 Ito FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-6-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 18-6-12, Exterior(2) 18-0-12 to 22-6-12, Interior(1) 22-6-12 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) 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 ofwithstanding 100 Ito uplift at joint(s) except (jt=lb) 2=661, 10=661. I IA 6 ,`,%I%11 I I I1111,,, �%% IER P, No 22839 ��� � a do Wafter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 69.04 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tru6 web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679526 1449 B A2 Common 2 1 Job Reference (optional) Y builders First Source, Plant city, FL - 3Zbbb, d.z4u s dun t5 zuiv MI I eK maustries, Inc, vveo Jul Z4 Uy:l 0:0D ZU1 y rage 1 I D: h NQoQTzK_wvsy_l cN01y?Lz8mOV-Bz5pxwl ZvfPcHbt7 Wyf31Q51MQ7mMPzOveW Habyuurs -1-0-0 4-9-0 8-8-4 12-7-8 16-11-0 1-0-0 4-9-0 '` 3-11-4 3-11-4 4-3-8 ^'1 I Scale = 1:30.3 -J 3 O ST1.5x8 STP = 3x8 = Plate LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. (lb/size) 4=142/0-8-0, 2=489/0-8-0, 5=i Max Horz 2=65(LC 12) Max Uplift 4=-107(LC 13), 2=-286(LC 8), Max Grav 4=164(LC 24), 2=489(LC 1), 5x6 = 3x6 = 5 ST1.5x8 STP = 2x4 ST1.5x8 STP = 3x6 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.82 Vert(LL) 0.09 2-7 >999 240 MT20 244/190 BC 0.64 Vert(CT) -0.10 2-7 >999 180 WB 0.26 Horz(CT) 0.01 5 n/a n/a Matrix-SH Weight: 66 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. C 9) 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/402 BOT CHORD 2-7=-2751538, 5-7=-2551356 WEBS 3-7=-27/381, 3-5=-682/539 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; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 8-84, Exterior(2) 8-84 to 12-84, Interior(1) 12-8-4 to 16-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord INIe 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-M 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 ofwithstanding 100 lb uplift at joint(s) except (jt=lb) w 4=107,2=286,5=209. I i 4 No 22839 gill Walter R Ann. PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parkefast.Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIMPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T17679527 1449 B CA Come, Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:35 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-Bz5pxwl ZvfPcHbt7 Wyf31Q5TQQHcMT?OveWHabyuurs 1-0-0 1-M 1-0-0 1-0-0 ' LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. i (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-8(LC 1), 2=-125(LC 8) Max Grav 3=21(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:6.1 2x4 = ST1.5x8 STP = 1-M 1-0-0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M 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 ofwithstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=125. �.�� • �'� G E NSF •ti ���' No 22839 -p• �i► A F .ill: .�`S'•.ORX• CN Walter R Finn PE No.22939 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679528 1449_B CJ3 Come Jack 6 t Job Reference (optional) v Builders First Source, Plant Glly, FL - 32bbb, .1 -0-0 4.00 12 1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-52(LC 12), 2=-145(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LCI3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) on less except when shown NOTES- ' 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=12, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; for members and forces & MWFRS for reactions shown; LL 2) This truss has been designed for a 10.0 pet bottom chord li 3) ' This truss has been designed for a live load of 20.Opsf on 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 beari 2=145. 3.Z411 s Jun d ZUIa MI,., In ustnes, mc. vveu Jul Z4 u7: Io:Jo ZU Ie rage I ID:"QoQTzK_wvsy_1 cN01y?Lz8mOV-fAfB9G1 BgzYTvIS K4gBlyddclpcu5wFY81Gg61 yuurr Scale = 1:9.4 3 t2 M N � 6 4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 24 >999 240 MT20 244/190 Vert(CT) -0.01 24 >999 180 Horz(CT) , -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. oh; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ltilever left and right exposed ; end vertical left and right exposed;C-C ter DOL=1.60 plate grip DOL=1.60 load nonconcurrent with any other live loads. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide plate capable ofwithstanding 100 lb uplift at joint(s) 3 except (jt=lb) ,,11111111fI��� ,`���P�lER P. G E N No 22839 .0 O'M •���: A, I ONA`��,c� f11111111 Walter P. Flnn. PE No.22839 Mfrek USA, the. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11411-7473 rev. 1a10312015 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17679529 1449_B CJ5 Comer l ack 4 1 Job Reference o tional I tsumers rust Source, manl uty, t-L - 54000. y o.<vu s aui i o <u i a rvn i cn i„uuau,w, n,u. rrcu uu, w va. ,-,..+, cv i a , ayc , ID:hNQoQTzK_wvsy_1cNOly?Lz8mOV-8MCZMc2gRHgKXvlWeNiXNrAi3Du;,NVh y?OfUyuurg 5-0-0 5-0-0 Scale = 1:13.3 N t` 3x4 = , ST1.5x8 STP = I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i I BC 0.26 Vert(CT) -0.05 2 4 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1). 4=92(LC 3) REACTIONS. 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-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103,2=165. �IIIIIII/1///I �i% ER P. F� ii� J� P'NC E N No 22839 % rX A F . <l/00 Walter R Finn PE No.22839 MITA USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 mv. 10/0312015 BEFORE USE. ' Design valid for use only with M7ekC 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 ANS11TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Qty Ply T17679530 1449BEJ3 Fi-ru-SISTOT11,11", 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:38 2019 Page 1 ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-cYmyay3SCaoB82ciB4Dmw2jyndGSZglgbclxBwyuurp -1-0-0 3-0.0 1-0-0 3-M 2x4 = ST1.5x8 STP = 3-0-0 Scale = 1:9.4 Plate Offsets (X,Y)— [2:0-2-14,0-0-10) LOADING (psf) SPACING- 2-M I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 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-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-52(LC 12), 2=-189(LC 8), 4=-36(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LCI3) 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-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124nph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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=1b) 2=189. ,,`IIIIIi11/III�I VIER P ap No 22839 � OF : 4L: Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING - Vcrify design parametersand READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,171-7473 rov. 1010312015 BEFORE USE Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not t, 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 pembnal 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 last Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Qty Ply Type T17679531 1449 B EJS JACK -OPEN 7 1 T Job Reference (optional) builders First source, Plan[ Glty, FL - S2btib, 1-0-0 2 3x4 = ST1.5x8 STP = 4.00 12 0. JVVII OLV Iy IVIIIGM1 II glgbcrayc ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-cYmyay3SCaoB82ciB4D'mw2jtpdEi ZlxBwyuurp 5-0-0 5-0-0 3 Scale = 1:12.7 5 4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) -0.03 2-0 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES I I WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigidceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical , Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) o I less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124i iph; TCDL=4'.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 beari g plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 3=103,2=165. ,,'Il11111111111��I �EF1 P. R i, INN, .... � I No 22839 ON AX- 11/1111t11. Walter R Finn. PE No.22639 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. •Tampa FL 33610 Date: July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing iwiTek' 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679532 1449_B EJ5A Jack -Open 1 1 I Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:39 2019 Page 1 I D:hNQoQTzK_wvsy-1 cN01y?Lz8mOV-41KKn 144zuw2mCBulok?SGF101 ai IH_gGUUjMyuuro 5-0-0 5-0-0 Scale = 1:12.7 2x4 = ST1.5x8 STP = 5-0-0 5-0-0 Plate Offsets (X,Y)— [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 j BC 0.26 Vert(CT) -0.05 1-3 >999 180 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: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i REACTIONS. (lb/size) 1=170/0-8-0, 2=124/Mechanical, 3 =46/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=65(LC 8), 2=-109(LC 8) Max Grav 1=170(LC 1), 2=124(LC 1), 3=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I NOTES- j 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 4-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 except (jt=lb) 2=109. 111fill" I %lf-R • P i No 22839 10. Iit AIL % 1rin11% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 propenydemage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679533 1449_B EJ7 Jack -Open 13 1 Job Reference (optional) Buiiaers First Source, mant uity, hL - JZObb. O.L4u J Jun O LV ly IVII ICR IIIUUJIIICJ, Illl:. vvuu Jul G uu. 1u. a cv,v rPJv , ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-Yxui?e4ikC2vOM15JVFE?To8wRs31 kE73wE2Fpyuurn 1-0-0 7-U-u . Scale = 1:16.9 3 4.00 12 6 a N M N 5 2- 4 4 0• 3x8 = ST1.5x8 STP = 7-0-0 ' 700 Plate Offsets (X Y)— [2:0-0-2 0-0-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 24 >617 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 24 >434 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4 i77/Mechanial Max Harz 2=138(LC 8) Max Uplift 3=-131(LC 12), 2=-190(LC 8) Max Gram 3=160(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orl less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1241nph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. to for truss to ( l ss tof 5) Provide meer chanical al connectioner(s) b others) truss to bearing late capable ofwithstandin 100 lb uplift at'oint s except at=1b (Y 9 P P 9 P 1 () ) �� �R. P. FAA I�I'I 3=131, 2=190. • �1 • GEN3 ,.V;� �. No 22839 A F : 41/ .���� • • S,VONA� n� Wafter R Finn PE No.22839 MM USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. 1 July 24,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek7 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679534 1449_B GR1 Hip Girder 1 Job Reference (optional) tsuneers rirst source, riant ury, rL - JLDUD, I 47-0-0 1 14-7-15 ID:hNQoQTzK_wvsy_l cN01y?LZ8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj 22-5-9 30-1-8 37-1-8 3$-1-$ 7-9-11 1-7-15 7-0-0 -0-0 Scale = 1:67.4 4.00 12 7x10 — 2x4 II 5x8 =44 = 7x10 = 3 16 17 18 419 20 21 22 5 623 24 25 26 7 ST1.5x8 STP = 15 47 28 14 29 13 30 31 32 33 12 34 1135 36 37 10 ST1.5x8 STP = 5x6 = 2x4 11 4.10 MT20HS —4x12 = 4x10 MT20HS = 2x4 11 5x6 = 4x10 MT20HS = I - 7-0-0 14-7-15 22-1-9 30-1-8 37-1-8 r 7-0-0 7-7-15 7-9-11 7-7-15 7-0-0 Plate Offsets (X,Y)— [2:0-5-10,0-0-31, [3:0-8-0,0-3-01, [7:0.8.0,0-3-01, [8:0-5-10,0-0-31, [12:0-3-8,0-2-0), [13:0-5-12,0-2-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.89 Vert(LL) 0.77 12-13 >570 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.06 12-13 >414 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 423 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-2 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2790/0-8-0, 8=2790/0-8-0 Max Horz 2=48(LC 31) Max Uplift 2=-1532(LC 4), 8=-1532(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-7897/4180,3-4=-11839/6387,4-6=-11836/6385,6-7=-11899/6422,7-8=-7887/4175 BOT CHORD 2-15=-3913/7428,13-15=-3905/7391,12-13--6316/11897,10-12=-3854/7383, 8-10=-3862I7419 .WEBS 3-15=-135/718, 3-13=-2535/4732,4-13=-940/748,6-12=-956/754, 7-12=-2576/4802, 7-10=-127/707 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, 2x6 - 2 rows staggered at 0-9-0 oc. ♦%♦,J eR p Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ♦ / E '• ti �i� Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. I `�♦ � e N g V F•••, �� 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. NO 22839 •� 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 I va 5) Provide adequate drainage to prevent water ponding. •, OF 6) All plates are MT20 plates unless otherwise indicated. •. �i,'�� P : 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' • R ♦��� 8) This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1 • ..... ��e%♦♦♦ tween her members. bottom chord and any otof love Pridemechanical al connection (by oth s)e tru s bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9) 2=1532, 8=1532. Walter R Finn. PE No.22839 _ MDR USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED li REFERENCE PAGE M11-7473 ray. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not truss Before the building designer the design incorporate this design into the a system. use, must verify applicability of parameters and properly 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 persbnal 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 BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply T17679534 1449_B GR1' Hip Girtler 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.24U s Jun is Zulu Mi I etc Inclustnes, Inc. vvec dui z4 uyno:44 zuiv rage z ID:hNQoQTzK wvsy_1cN01y?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 256 lb up at 7-0-0. 106 lb down and 134 Ib up at 9-0-12, 106 lb down and 134 lb up at 11-0-12. 106 lb dow6 and 134 lb up at 13-0-12. 106 lb down and 134 Ib up at 15-0-12, 106 Ito down and 134 lb up at 17-0-12, 106 lb down and 134 lb up at 18-6-12, 106 lb down and 134 lb iup at 20-0-12, 106 lb down and 134 lb up at 22-0-12, 106 lb down and 134 lb up at 24-0-12, 106 lb down and 134 lb up at 26-0-12, and 106 lb down and 134 lb up at 28-0-12, and 223 lb down and 256 lb up at 30-1-8 on top chord, and 296 lb down and 167 lb up at 7-0-0, 81 lb down and 20 Ito up at 9-0-12, 81 lb down and 20 lb up at 11-0-12, 81 lb down and 20 Ito up at 13-0-12, 81 lb down and 20 lb up at 15-0-12, 81 lb down and 20 lb up at 17-0-12, 81 Ito down and 20 lb up at 18-6-12, 81 lb down and 20 lb up at 20-0-12, 81 lb down and 20 lb up at 22-0-12, 81 Ib down and 20 lb up at 24-0-12, 81 lb down and 20 lb up at 26-0-12, and 81 Ito down and 20 lb up at 28-0-12, and 296 lb down and 167 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-176(F) 7=-176(F) 15=-296(F) 10=-296(F) 1',6=-106(F) 17=-106(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-106(F) 25=-106(F)26=-106(F) 27=-57(F) 28=-57(F)29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F)34=-57(F) 35=-57(F) 36=-57(F)37=-57(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/1015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679535 1449 B GR2 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 sJun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:46 2019 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuORshMTSyuurh -1-0 8-4-4 15-10-13 21-4-3 26-9-10 29-5-9 32-1-8 37-1-6 3 -1 -0-0 8-4-4 7-6-8 5-5-6 5-5-6 2-7-15 2-7-15 5-0-0 -0-0 i Scale = 1:70.1 4.00 12 56 = 5 3x6 46 3x4 4 4 6 35 3x4 = 3 7 36 10x12 = 6x12 MT20HS = 22 24 8 9 10 3 34 v 38 12 1e 1 2 =Lpp. 13 ,o t� I c 6.ST1.5x8 STP = 21 20 19 39 40 18 41 17 42 43 16 44 1545 14 ST1.5x8 STP = 5x8 = 5x8 = 5x8 = 6x8 = 5x12 = 5x8 = 6x12 MT20HS = 32-1-8 , 37-1-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.67 16-18 >650 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.98 16-18 >448 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31, 11-13: 2x4 SP No.2, 14: 2 4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-3 cc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 9-18 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 22, 24, 34 6-18,11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1689/0-8-0, 12=2026/0-8-0 Max Horz 2=-101(LC 9) Max Uplift 2=-859(LC 4), 12=-1087(LC 5) 1 i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-4241/2002, 3-5=-3338/1653, 5-6=-3238/1632, 6-7=-5195/2660, 7-8=-5247/2666, 8-9=-5774/2933,9-10=-7384/3800,10-11=-71385/3802,11-12=-5406/2741 BOT CHORD 2-21 =-1 873/3950, 19-21=-1873/3950. 18-1 9-2598/5382, 16-18=-4435/8877, 15-16=-4415/8865, 14-15=-2527/5075, 12-14=-2520/5079 WEBS 3-21=0/320, 3-22=-903/551, 19-22=-731/523, 19-23=-836/1724, 5-23=-837/1726, 19-24=-2365/1349,6-24=-2367/1351,18-25=-651/1380,6-25=-675/1414, 9-18=-3530/1854,9-15=-1708/829,11-15=-1358/2682,23-24=-336/171,24-25=-332/169, ,,`�1f111111/1111� 25-34=-520/264, 8-34=-519/264 ♦♦♦`% JER P NOTES- ,�♦ V �p E N s •• ti �� 1) Unbalanced roof live loads have been considered for this design. �� F•••.• �� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., = NO 22839 •: ,e GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip * :• * �, DOL=1.60 3) Truss designed for wind loads in the plane of the truss only., For studs exposed to wind (normal to the face), see Standard Industry "fl Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. i A F 40 0 '. 5) All plates are MT20 plates unless otherwise indicated. 0 .0i�T Q:• 6) All plates are 2x4 MT20 unless otherwise indicated. O R , Q ♦♦♦� �j�s''•..••••..t 7) Gable studs spaced at 2-M cc. `� ♦♦ 8) This for load nt with any ive loads. has been esigned truss live load of 20.Opsf onve has been dss fogned 9) ' This r the bottom chord in all areas where al rectangle 3-M tall by 2-0-0 wide IS�Q`% will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Walter R Finn PE No.22839 2=859, 12=1087. MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11171-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679535 1449 B GR2 GABL 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, NOTES- 11) Hanger(s) or other connection device(s) shall be provided 24-0-12, 100 lb down and 106 lb up at 26-0-12, 100 lb do 32-1-8 on top chord, and 120 lb down and 121 lb up at 1t 26-0-12, 52 lb down at 28-0-12, and 52 lb down at 30-0- device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 9-11=-54, 11-13=-54, 2-12: Concentrated Loads (lb) Vert: 11 =-1 38(B) 14=-66(B)8=-60(B)35=-60(B)36 8.240 s Jun 8 2019 Mi I ek Industries, Inc. Wec Jul 24 U9:1b:4b 2U19 rage z ID:hNQoQTzK_wvsy_lcNOly?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuORshMTSyuurh Mcient to support concentrated load(s) 100 lb down and 106 lb up at 22-0-12, 100 lb down and 106 lb up at and 106 lb up of 28-0-12, and 100 lb down and 106 lb up at 30-0-12, and 234 lb down and 235 lb up at 12, 120 lb down and 121 lb up at 20-0-12, 52 lb down at 22-0-12, 52 lb down at 24-0-12, 52 lb down at and 110 lb down and 18 lb up at 32-0-12 on bottom chord. The design/selection of such connection the truss are noted as front (F) or back (B). W-1 37=-60(B) 38=-60(B) 39=-120(B) 40=-120(B) 41=-26(B) 42=-26(B) 43=-26(B) 44=-26(B) 45=-26(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE: , Design valid for use only with Mnrek® 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 trues 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 AIVSIITP11 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Strgel, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679536 1449 B GR3 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:47 2019 Page 1 ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-rHpLT1 A55LwvjRoRDTttnybRDF9RAsM9g WQw?vyuurg -1-0-0 4-9-0 8-8-4 12-7-8 17-4-8 18-4-8 1-0.0 4-9-0 3-11-4 3-11-4 4-9-0 Scale = 1:31.2 46 = ST1.5x8 STP = 5x8 = ST1.5x8 STP = 36 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr NO WB 0.17 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=713/0-8-0, 8=713/0-8-0 Max Horz 2=-59(LC 9) Max Uplift 2=-694(LC 4), 8=-095(LC 5) 3x6 = 17-4-8 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.24 8-10 >849 240 MT20 244/190 Vert(CT) -0.24 8-10 >843 180 Horz(CT) -0.04 8 n/a n/a Weight: 92 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-1404/1276,3-4=-1251/1084,4-5=-987/893,5-6=-987/894,6-7=-1251/1081, 7-8=-1404/1279 BOT CHORD 2-1 0=-1 200/1295, 8-10=-1161/1295 WEBS 10-12=-414/437, 5-12=-414/437, 6-13=-306/264, 4-11=-306/266, 11-12=-235/284, 12-13=-236/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124tnph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. .5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord five 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) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 Ito uplift at joint(s) except (jt=lb) 2=694, 8=695. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 118 lb up at 3-M, and 99 lb down and 118 Ito up at 14-3-7 on tap chord, and 99 lb down and 86 lb up at 3-M, 20 lb down and 44 lb up at 5-1-1 , 20 lb down and 44 lb up at 7-1-1, 20 lb down and 44 lb up at 9-1-1, 20 Itodown and 44 lb up at 10-3-7, and 20 lb down and 44 lb up at 12-3-7, and 99 lb down and 86 lb up at 14-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 ,I PRIER P- Rl i.,. ♦� `� • G E IV ♦♦♦ V F• No 22839 p0:• A F •:��/� 01 0. 0. Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679536 1449 B GR3 GABLE 1 1 Job Reference (optional) tsuuoers virst Source, man/ LIty, rL - 3Z0bb, mz4u s Jun is zu19 MI I eK mausineS, mc. vyea Jul z4 uv:10:40 zu1 V rage z ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-JTNjgNBjsf2mLbNdnBO6K97czfVgvJcJuAATYLyuurf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-4(B) 7=-4(B) 16=-3(B) 17=-6(B) 18=-6(B)1,9=-6(B)20=-6(B)21=-6(B) 22=3(B) e ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parametersshown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicagilityof design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual trusses 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/Toll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Qty Ply type T17679537 1449_B H1 Hip 1 1 Job Reference (optional) tlUllaers rust source, mant l.Ry, rL - 04000, 0"'u S Ju❑ o Gu 1v " I.K InuUJaltlS, "'.. vv.. — — v '.: LU . ray. r ID:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-ngx6ujBLczAdzlxpKuvLsNgkH3sledmS7gv04nyuure -1-0-q 4-10-14 139-6 23-4-2 32-2-10 37-1-8 3p-1-d 0 4-10-14 8-10-8 9-6-12 8-10-8 4-10-14 -0-0 Scale = 1:67.4 5x6 = 4.00 12 4x6 = a' 1 A 6 4x10 MT20HS = 4x6 = 5x6 = ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x8 = 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = 3x8 = LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.45 14 >978 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.76 12-14 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. 4-6,6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-104 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 10=1421/0-8-0 Max Horz 2=60(LC 12) Max Uplift 2=-710(LC 8). 10=-710(LC 9) 1 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/2475, 3.4=-3221/2228, 4-5=-2991/2143, 5-7=-4074/2775, 7-8=-2991/2143, 8-9=-3221/2228,9-10=-3426/2475 BOT CHORD 2-16=-2255/3189, 14-16=-2601/3916, 12-14 I-2603/3916, 10-12=-2258/3189 WEBS 3-16=-180/336,4-16=-480/810,8-12=-480/810,9-12=-180/336,5-16=-1167/891, 5-14=0/373,7-14=0/373,7-12=-1167/891 I 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-M, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 28-1-8, Exterior(2) 28-1-8 to 33-9-6, Interior(1) 39-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. .5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=710,10=710. ,,11111111//III or .%% �. GEMS' . No 22839 :jam ?�:. OF .:��/� 'ids � R � •• C? �` Walter P. Finn. PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ,fury /-,+,/-u Izi A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103,2015 BEFORE USE. WitDesign valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679536 1449_B H2 Hip 1 1 Job Reference (optional) tsuuaers mrst bource, mans ury, t-L - aZ00, -1-0- 5-10-14 11-0-0 -0-0 5-10-14 5-1-2 a.4 4u s dun a Zia MI i eK maustrles, Inc. vveu duI w ua: Io:o 1 Zu Ia rage I ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-j23slPDc8aQLC25CSJypyol?MsXp6Xflb8O78gyuurc 18-6-12 26-1-8 31-2-10 37-1-8 38-1-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.40 13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.66 11-13 >661 180 BCLL 0.0 '. Rep Stress Incr YES I WB 0.72 Horz(CT) ' 0.18 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD ,2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=-73(LC 17) Max Uplift 2=-703(LC 8), 8=-703(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) I TOP CHORD 2-3=-3461/2413, 3-4=-2990/2116, 4-5=-341 7.8=-3461/2413 BOT CHORD 2-16=-2195/3212, 15-16=-2195/3212, 13-1; 10-11=-2197/3212,8-10=-2197/3212 WEBS 3-15=-460/427, 4-15=-131/382, 4-13=-526/I 6-11=-131/382, 7-11=-460/426 BRACING - TOP CHORD BOTCHORD less except when shown. 2458, 5-6=-3415/2458, 6-7=-2990/2116, 794/2783,11-13=-1797/2783, 5-13=-465/480,6-13=-526/852, Scale = 1:67.4 PLATES GRIP MT20 244/190 Weight: 175 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-11-3 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; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 1.1-0-0 to 16-7-14, Interior(1) 16-7-14 to 26-1-8, Exterior(2) 26-1-8 to 31-9-6, Interior(1) 31-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,t4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jHb) 2=703, 8=703. �_����,'C ER ,P ,% 'GM Q`\. . �. No 228'39 O R r41q 10NA„E���� Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING -Verity design parametersand READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not 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 Mi la 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 ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Strei t, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679539 1449_B H3 Hip I 1 ' 1 Job Reference (optional) kitiucers First Source, rant Lay, t I- - JZOoo, ,,z4u s dun d zu iv ml t etc Inausmes, Inc. vveD Jul Z4 UV; 10:OO ZU I'd rage -I ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-gRAcj4EsgBh3RMFbZk_H1DgN39CSaUL22RtEDYyuura -1-0-Q 6-10-14 13-0-0 18-6-12 24-1-8 30-2-10 37-1-8 -0-0 6-10-14 6-1-2 5-6-12 5.6-12 6-1-2 6-10-14 -0-0 Scale = 1:67.4 5x6 = 2x4 II 5x6 = ST1.5x8 STP = 16 1 15 14 13 11 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 36 = 13-0-0 18-6-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL. 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC0.74 BC 0.93 WB 0.52 Matrix-SH DEFL. in (loc) I/dell L/d Vert(LL) 0.35 13 >999 240 Vert(CT) -0.58 11-13 >761 180 Horz(CT) 0.18 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 178 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=85(LC 16) Max Uplift 2=-694(LC 8), 8=-094(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/2364, 3-4=-2781/1980, 4-5=-2846%2098, 5-0=-2846/2098, 6-7=-2781/1980, 7-8=-3444/2364 1 BOTCHORD 2-16=-2144/3195, 15-16=-2144/3195, —3 ,-1635/2571, 11-13=-1638/2571, 10-11=-2147/3195,8-10=-2147/3195 1 WEBS 3-16=0/262, 3-15=-669/540, 4-15=-169/405, 4-13=-297/503, 5-13=-333/348, 6-13=-297/503, 6-11 =-169/405, 7-11=-669/540, 7-10=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-M to 13-0.0. Exterior(2) 13-0-0 to 18-6-12, �0, '(ER P. R ��oi Interior(1) 18-6-12 to 24-1-8, Exterior(2) 24-1-8 to 29-9-6, Interior(1) 29-9-6 to 38-1-8 zone; cantilever left and right exposed ; end ♦ .,, P.\0E vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� � G E IV-✓ �. S4S' 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. No 22839 a 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) except (jt=1b) 2=694, 8=694. •O OF . 441 I,���,111111►`` Walter P. Ann PE No.22839 " MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE, Design valid for use only with Mi7ek( connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the. ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679540 1449_B H4 Hip 1 1 Job Reference (optional) rsuuoers r-Irst oource, rlant L ity, rL - SZ000, o.L4u s Jun d Zu IV MI I eK mousines, Inc. VVeD Jul L4 UV: 10:04 Zu I'd rage I ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-8dk?xQFURVpv3 Wgn7RV WZQNV14ahJsABH5dnl?yuurZ 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 3$-1-$ 7-10-14 7-1-2 7-1-8 7-1-2 7-10-14 -M Scale = 1:68.7 4.00 12 5x6 = 5 18 19 5x6 = ST1.5x8 STP = 16 "' 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = 46 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC0.91 Vert(LL) 0.31 13-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 13-14 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 5-6: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' WEBS 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 i REACTIONS. (lb/size) 2=1421/0-8-0, 9=142110-8-0 Max Horz 2=97(LC 12) Max Uplift 2=-683(LC 8). 9=-083(LC 9) PLATES GRIP MT20 244/190 Weight: 171 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-1-8 oc bracing. 1 Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orless except when shown. TOP CHORD 2-3=-3401/2289, 3-5=-2589/1843, 5-6=-2381/1821, 6-8=-2589/1843, 8-9=-3401/2289 BOT CHORD 2-16=-2065/3151, 14-16=-2065/3151, 13-14=- 1480/2380, 11-13=-2069/3150, 9-11=-2069/3150 WEBS 3-16=0/306, 3-14=-823/621, 5-14=-180/494, 6-13=-194/494. 8-13=-822/621, 8-11=0/306 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-M to 20-7-14, Interior(1) 20-7-14 to 22-1-8, Exterior(2) 22-1-8 to 27-9-6, Interior(1) 27-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2=683, 9=683. A IA 6 ,,1111tIII/III�I IER P No 22839 r � A F . 4U Z. 00% �w�: 111 Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,18-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTekO 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 ANS11fP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679541 1449_B H5 Hip 1 1 1 Job Reference (optional) builders rust source, riani Ully, rL - azsoo, o.wu s dun o Zu le mi i ex muusmes, inc. vveu jui 4w ua: ro:oo zu ro rage i ID:hNQoQTzK_wvsy_l cNOly?Lz8mOVcgl NBmG6CpxmhgPzh90l6ewj2UwG2PbLVIMLHRyuurY -1-0� 6-8-12 12-7-12 17-0-0 20-1-8 24-5-12 30-4-12 37-1-8 '� 6-8-12 5-11-0 3-1-8 4-4-4 5-11-0 6-8-12 -0-0 1 Cal Scale = 1:68.7 i 4.00 12 5x6 = 5x6 = I 6 7 3x4 � 3x4 � r 4x6 � 8 21 4x6 20 5 _ _ N 12 �n ST1.5x8 STP = 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.35 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.58 13-15 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix-SH Weight: 178 lb FT = 20% r LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. BOT CHORD 2x4 SP No.1 'Except' '14-17:2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 11=1421/0-8-0 Max Horz 2=108(LC 12) Max Uplift 2=-671(LC 8), 11=-671(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/2226,3-5=-3084/2047,5-6=-232911670,6-7=-2161/1612,7-8=-2329/1670, 8-10=-3084/2047,10-11=-3385/2226 I BOT CHORD 2-18=-2010/3154, 16-18=-1627/2602, 15-16 = 1242/2161, 13-15=-1630/2602, 11-13=-2014/3154 WEBS 8-15=-680/540,8-13=-192/515,10-13=-346/357,5-16=-680/540,5-18=-192/515, 3-18=-346/357, 6-16=-319/525, 7-15=-319/525 I 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-". Interior(1) 3-0-0 to 17-0-0. Exterior(2) 17-0-0 to 25-9-6, Interior(1) 25-9-6 to 38-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=671, 11=671. I I I %, ��GE NSF•: L ': No 22839 ON Walter R Finn PE No.22839 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters drown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Strel t, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679542 1449_B H6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:57 2019 Page 1 ID:h NQoQTzK_wvsy_l cN01y?Lz8mOV-YCQ7ZS IMkQBUwzZMoa3DB3?3MHbfW Igdz3rRMJyuurW -1-0-(� 6-8-12 12-7-12 17-6-8 19-7-0 24-5-12 30-4-12 37-1-8 3a-1-t; -0-0 6-8-12 5-11-0 4-10-12 2-0-8 4-10-12 5-11-0 6-8-12 -M 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (ib/size) 2=1421/0-8-0, 11=1421/0-8-0 Max Horz 2=112(LC 16) Max Uplift 2=-668(LC 8). 11=-668(LC 9) 5x6 = 4:00 12 5x6 = 3x4 = 30 = 3x8 = Scale = 1:68.7 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.72 Vert(LL) 0.33 16-18 >999 240 MT20 244/190 BC 0.79 Vert(CT) -0.53 16-18 >824 180 WB 0.55 Horz(CT) 0.15 11 n/a n/a Matrix-SH Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-10 cc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-7 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/2189,3-5=-308612013,5-6=-2277/1613,6-7=-2107/1561,7-8=-2277/1613, 8-10=-3086/2013,10-11=338612189 BOT CHORD 2-18=-1975/3154, 16-18=-1601I2604, 15-16=-1181/2107, 13-15=-1605/2604, 11-13=-1979/3154 WEBS 8-15=-703I558, 8-13=-1831524, 10-13=-345/354,5-16=-703/558,5-18=-183/524, 3-18=-3451354, 6-16=-306I521,7-15=-3061521 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 17-6.8, Exterior(2) 17-6-8 to 25-2-14, Interior(1) 25-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 1 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 (jt=ib) 2=668,11=668. i I I ��t u n r urn ER P. F % P� //� . �. 'GEIVS .; ii �;♦ • No 22839 r � n� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING -Verily dasign parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mirek0 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 sy' tems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679543 1449_B H7 Hip 1 1 I Job Reference (optional) builders First Source, Plant ldty, FL - 32bbb, �17 O 1" •LJ ST1.5x8 STP = 3x8 = 8-2-2 4.0 12 3x6 3x4 - 4 3 16 2x4 11 15 .r = 8.24U s Jun 8 2u 19 MI I eK Industries, Inc. wed Jul 24 U9:tb:bb ZU19 Pagel ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-0 P_Vmol?VkJLY77YMHaSkGYCxhv6FoVngb?umyuurV 7-O 28-11-6 37-1-8 3$-1-$ -A 7-4-fi A-0-7 -n-nl Scale = 1:68.7 5x6 = 5x6 = 518 6 19 3x6 7 3x4 C 8 N U) N 20 9 10 Ic, 14 - 13 12 11 ST1.5x8 STP = c 3x4 = 3x4 = 46 2x4 II 3x8 = li 15-6-8 21 Plate Offsets (X,Y)— [2:0-0-2,Edge], [9:0-0-2,Edge] I LOADING (psf) I SPACING- 2-M CSI. DEFL. in (loc) Wen L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.86 Vert(LL) -0.68 11-13 >640 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.91 11-13 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-14. 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=99(LC 16) Max Uplift 2=-680(LC 8), 9=-680(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) orl less except when shown. TOP CHORD 2-3=-3390/2287,3-5=-2542/1803,5-6=-2336/1761,6-8=-2542/1803,8-9=-3390/2287 BOT CHORD 2-16=-2061/3139,14-16=-2061/3139,13-14= 1419/2336,11-13=-2065/3139, 9-11=-2065/3139 WEBS 3-16=01326, 3-14=-992/687, 5-14=-1931487, 6-13=-193/487, B-13=-992/687, 8-11=0/326 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-6-8, Exterior(2) 15-6-8 to 21-2-6, Interior(1) 21-2-6 to 21-7-0, Exterior(2) 21-7-0 to 27-2-14, Interior(1) 27-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6( 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-" tall by 2-0-0 wide • will fit between the bottom chord and any other members, wi�h BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=680, 9=680. o I E All �•• No 22839 O 1 ni Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,&WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 1010312015 BEFORE USE. Design valid for use only wdh MiTekO connectors. This design is based only upon parametersshown, 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 ANSUIPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information 'available from Truss Plate Institute, 218 N. Lee Strel 1., Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679544 1449_B HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) tsutwers 1 Irst Jource, rent tarty, rL - 620106, . d.twu s dun a ZV W Par I ex meusiries, mc. vveu dui w ua: io:ue zu ra rage K i ID:hNQoQTz_wvsy_lcN01y?Lz8mOV-UbYu_8JdG1 RCAHikw?5hGU4Se5Km_I?wQNKYQCyuurU 1-5-0 5-3-15 2.83 12 i 9 3x4 3 8 2 1 ct 6 IV A, 10 11 7 6 2x4 III 2x4 3x4 = ST1.5x8 STP = 5-3-15 } 7-3-15 F 5 Scale = 1:21.2 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.21 6-7 >531 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/ME Max Horz 2=137(LC 4) Max Uplift 4=-117(LC 4), 2=-323(LC 4). 5=-118(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or'ess except when shown. TOP CHORD 2-3=-853/429 BOT CHORD 2-7=493/787, 6-7=-493/787 WEBS 3-7=-174/485, 3-6=-942/590 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right expel sed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. f 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 4=117, 2=323, 5=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 45 lb up at 4-2-15, 31 lb down and 45 lb up at 4-2-15, and 59 lb down and 1051b up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 14-15, 18 lb down at 4-2-15. 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of thIe 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=-54, 2-5=-20 Concentrated Loads (Ib) Vert:6=-36(F=-18, B=-18)9=-75(F=-38, B=-38)10=58(F=29, B=29) ,�IIIIi11/1II No 22839 TA, OF 41J ,41111III111, Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Uaw. July 24,2019 ® WARNING - Verily design parameters and READ NOTES ON THIS. AND INCLUDED M1TEK REFERENCE PAGE 11,1I1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicatedis 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679545 1449_B HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 3x4 = .5z8 STP = 8.240 s Jun 8 2U19 MiTek Industnes, Inc. Wed Jul 24 U9:1b:DU ZU19 Page 1 ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-zn5GBUKFI LZ3nRHxUicwphdinVokjnB4fl46zeyuurT 4-2-3 Scale = 1:10.6 Plate Offsets (X,Y)— [2:04-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 24 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 24 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=80/Mechanical, 2=213/0-8-0. 4=20/Mechanical Max Horz 2=71(LC 4) 1 Max Uplift 3=-71(LC 8), 2=-223(LC 4), 4=-36( 1C 4) . Max Grav 3=80(LC 1), 2=213(LC 1), 4=58(LC3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasa=124Mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=223. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 37 lb up at 1-4-15, and 66 lb down and 37 lb up at 1-4-15 on bottom chIIord. 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=-54, 2-4=-20 Concentrated Loads (Ib) Vert: 5=61(F=30, B=30) ♦`♦��1P�''jE E .. !aFAN NSF .. No 22839 :4 4<[/ 0 � �j l� 0 ...... Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. JUN 24.2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml14473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply I T17679546 1449_B HJ3 Diagonal Hip Girder 1 1 I c lional Job Reference Builders First Source, Plant City, FL - 32566, i 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:01 2019 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-RzfePpLtofhwPbs71 Q79MvAndu2bSERDuhpfV5yuurS -1-5-0 7-0-2 r 1-5-0 7-0-2 Scale= 1:16.2 7-0-2 Plate Offsets (X,Y)— [2:0-4-11,0-0-1) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.08 2-4 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 2-4 >507 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (lb/size) 3=1541Mechanical, 2=303/0-8-0, 4=68/Mechanical Max Horz 2=104(LC 4) Max Uplift 3=-124(LC 8), 2=-257(LC 4) Max Grav 3=154(LC 1), 2=303(LC 1), 4=114(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -AI] 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord livload nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=124, 2=257. ,,11111111111 ,��� •(ER P, F ��i� /� 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 45 lb up at 4-2-15. and 31 lb down and 45 lb up at 4-2-15 on top chord, and 18 lb down and 34 Ito up at 1-4-15, 18 lb down and 34 Ito up at ��, ``p.�• •.. • •.. I� � V E•N S+ • •. �/ �i� 1-4-15. and 18 lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is �G 147 V F ••.� �� the responsibility of others. NO 22839 •. 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) A F • �[/ �` Vert: 1-3=-54, 2-4=-20 11010.. ��/ 1 .0 4,1f Q:• Concentrated Loads (lb) Vert: 6=58(F=29, B=29) �•• Q ��� �j`,S1 •'• R; .• �� It Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based orjly upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabi ity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual trust web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss ype Qty Ply T17679547 1449B T1 Roof Special 1 1 Job Reference (optional) rsuuaers rlrsi source, Plant a y, rL - 3Yabb, 1-M 8-4-4 �17 6 ST1.5x8 STP = 3x8 = 15-10-13 7-6-8 I 4.00 12 3x6 18 2x4 \\ 4 3 16 3x4 6.znu s uun 6 zuiv ml leK maustnes, Inc. vveo uul zv u9:lo:uz zula rage 1 ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-vADOc9LVZypn 1 IRJb7eOu6iu9l IiBVKM6LZC 1 XyuurR 23-7-0 29-11-6 37-1-8 38-1-8 5x6 = 5 5x6 = 5x6 = 6 7 3x4 8 XX 15 20 21 14 13 12 11 46 = 5x8 = 30 = 2x4 II 3x6 = 18-3-2 23-7-0 LOADING (psf) SPACING- 2-M CSI.' DEFL. in (loc). I/deft ' L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.31 14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) , -0.61 14-16 >714 180 BCLL 0:0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 4-5,14: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 `Except` 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=102(LC 12) Max Uplift 2=-632(LC 8), 9=-678(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or�less except when shown. TOP CHORD 2-3=-3356/2079, 3-5=-3210/2097, 5-6=-2842/1921, 6-7=-2720/1836, 7-8=-2726/1738, 8-9=-3436/2068 BOT CHORD 2-16=-1849/3107, 14-16=-1257/2259, 12-14=-1377/2518, 11-12=-1819/3186, 9-11=-1819/3186 WEBS 3-16=-417/437,5-16=-582/951,5-14=-677/1115,6-14=-1059/780,7-14=-191/344, 7-12=-142/400,8-12=-721/469,8-11=0/283 Scale = 1:70.1 19 v Io ST1.5x8 STP = 3x8 = PLATESGRIP MT20 244/190 Weight: 176 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-5-1 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 18-3-2, Interior(1) 18-3-2 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 (jt=lb) 2=632,9=678. ♦♦���IIIIIIIII69 ♦ do °• � No 22839 r • � r =,V O� eOfV A' 11111 Walter R Finn PE No.22339 MiTek USA, Inb. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 'bate: July 24,2019 ® WARNING - Verily design parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE.USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must 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�T®k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available fromTruss Plate Institute, 218 N. Lee Strait, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679548 1449_B T2 Roof Special 1 1 ' Job Reference (optional) t3Ullaers rlrsi JOUrce, Plant L.Ity„ I-L.- 3ZDbb, -1-0-0 8=4-4 1 1 � 1 6 d.241) s Jun b ZU19 MI I eK Inaustnes, Inc. Wea Jul 24 U9:16:114 ZU19 Pagel K_wvsy_1 cN01y?LzBmOV-rYLn 1 rN14a3VG2bijYhszXoE96_TfPgfaf2J6Qyuu rP 5-3-14 5-4-6 6-2-2 Scale = 1:70.1 8,4-4 1 15-10-13 20-3-2 25-7-0 30-11-6 37-1-8 8-4-4 1 7-6-8 ' 4-0-5 5-3-14 54-6 6-2-2 Plate Offsets (X,Y)— [2:0-0-0,Edge), [9:0-0-6,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.32 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.72 12-14 >610 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 173 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 "Except*' 14: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 .Max Horz 2=-102(LC 13) Max Uplift 2=-633(LC 8), 9=-678(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) TOP CHORD 2-3=-3380/2082, 3-5=-2491/1626, 5-6=-24 8-9=-3454/2094 BOT CHORD 2-16=-1854/3130, 14-16=-1854/3130. 12-1 9-11=-1894/3206 WEBS 3-16=0/311,3-14=-922/654,5-14=-708/12, 7-12=-323/633,8-12=-512/369 BRACING - TOP CHORD BOT CHORD WEBS less except when shown. 1641,6-7=-2724/1773,7-8=-2946/1840, 1874/3113,11-12=-1894/3206, 6-14=-1098/829, 6-12=477/405, Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-5.8 oc bracing. 1 Row at midpt 3-14 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-", Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=633,9=678. `�11111IIII�I ♦o♦�� "C ER P. .♦♦ G E IV S • NO 22839 �'. OF :�81� Walter R Finn PE No.22839 Mfitik USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors: This design is based oIply 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 ANSIITPII Quality Criteria; DSB-89 and BCSI Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Stree, t, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply - f T17679549 1449_B T3 Roof Special 1 1 Job Reference (optional) Builders First source, Plant laty, rL-32bbb, 8-4-4 7.6-8 4.01) 12 5x6 5 o.Z41J s Jun o zuly MI I ex Inaustnes, Inc. vveo Jul z4 Ue:'IO:Ub zu le rage I ID:hNQoQTzK wvsy_lcN0Iy?Lz8mOV-JIv9EBOOrtBMuCAuGFC5WIKPGWIDOw?ppJntesyuurO 22-3-2 27-7-0 - 31-11-6 37-1-8 38-1-8 Scale = 1:70.1 3x8 = 2x4 II 46 = 5x8 = 3x4 = 3x4 3x8 = 46 = 8-4-4 15-10-13 22-3-2 27-7-0 37-1-8 "1 7-6-8 6-4-5 5-3-14 9-6-8 Plate Offsets (X Y)— [2:0-0-2 Edge], [9:0-0-6 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.39 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.67 13-14 >653 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 4 WEBS 1 Row at midpt 3-14, 6-14 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=102(LC 12) Max Uplift 2=-635(LC 8). 9=-078(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-3381/2073, 3-5=-2486/1632, 5-6=-2465/1631, 6-7=-3663/2381, 7-8=-3135/1936, 8-9=-3409/2135 BOT CHORD 2-16=-1845/3131, 14-16=-1845/3131, 13-14-2204/3680, 11-13=-1678/2924, 9-11=-1933/3177 WEBS 3-16=0/333, 3-14=-936/640, 5-14=-642/1167r 6-14=-1557/1056, 6-13=-371/353, 7-13=-601/870, 7-11=-56/348, 8-11=-280/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. `,%It1111111J.. ♦,♦♦ .� ER P. R �i�� // e 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft; Cat. II; Exp C; Encl., ♦ .•, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Int6dor(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, `�♦ E N S+ �• 7/ s� F••% Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces •' V :� & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N O 22839 3) Provide adequate drainage to prevent water ponding. f * •� 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. 'I' -9 •, Q 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb)41` 00 �1�11fill's1, Walter P. Finn PE N9.22839' MITek USA, Inc. FL Cert 6634 6RD4 Parke East Blvd. Tampa FL 33610 Date: l July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.t' Design for MiTekOO This design is based only is for individual building valid use only with connectors. upon parametersshown, and an component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing: indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek° fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679550 1449_B T4 , Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:08 2019 Page 1 ID:hNQoQTzK—wvsy_1 cN01y?Lz8mOV-kKaHtDQG8oawlguTy01o8NywpjLlbAEFVHOXFByuurL -�1-0-Q 8-4-4 15-10-13 20-0-15 24-3-2 29-7-0 37-1-8 3a-1-$ O—. 8-4-4 7.6-8 4-2-25-3-14 7-6-8 -0-0 I _ - Scale = 1:70.1 4.00 12 ST1.5x8 STP = 15 3x8 = 2x4 II 5x6 = 13 4x6 = 402 = - 11 10 3x6 = 2x4 II 4x10 MT20HS = ST1.5x8 STP = 3x8 = 8-44 15-10-13 24-3-2 29-7-0 37-1-6 8-4-4 7-6-8 8-4-5 5-3-14 7-6-8 Plate Offsets (X,Y)— [2:0-0-2,Edge], [8:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.46 11-13 >954 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.84 11-13 >523 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES �, WB 0.96 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6: 2x6 SP No.2, 7-9: 2x4 SP M 31, 14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-13. 6-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=101(LC 17) Max Uplift 2=637(LC 8), 8=-678(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3371/2063, 3-5=-2525/1643, 5-6=-2480/1615, 6-7=4415/2790, 7-8=-3381/2042 BOT CHORD 2-15=-1835/3120, 13-15=-1835/3120, 11-13 1-2663/4444, 10-11=-1828/3117, 8-1 0=-1 828/3126 WEBS 3-15=0/314, 3-13=-890/608, 5-13=-572/11091 6-13=-2233/1460, 6-11=-522/461, 7-11 =-900/1 445, 7-1 0=0/254 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-M to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, ,,`�,ll ,(% I SR P, Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces �� `P��,. • • • •. //��f & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 "�j `�� V G E N S+'• I� �i�, F•�•, 3) Provide adequate drainage to prevent water ponding. V �� 4) All plates are MT20 plates unless otherwise indicated. No 22839 �. •� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = * �� * r • = 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) except (jt=lb) 2=637, 8=678. I i TA OF [C/ Z 0.��,�• C O P .`_�.,� •• Walter P. Finn PE No.22839 Welt: USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: j July 24,2019 AWARN/NG - Verity design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS117pl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite'312, Alexandria, VA 22314. Tampa, FL 36610 Job T uss Qty Ply T17679551 1449_B T5 I=, 1 1 Job Reference (optional) tjuiiaefs rlrst source, mant Lacy, rL - sZ000, 0.4 4u s Jun o cu la Mi I eK ntu"5ir ley, lllu. vveu Jul c4 ud: io: i V Zulu rdge 1 ID:hNQoQTzK_wvsy_l cN01y?LzBmOV-gii2luSWgQge_z2s3poGDo2FJX1636rYybVdJ3yuurJ -1-0-0 8-4-4 15-10-13 21-0-15 23-5-5 26-3-2 31-7-0 0.0 8-4-4 7-6.8 5-2-2 2 4-6 2-9-13 5-3 14 Scale = 1:70.1 3 4.00 12 5x6 = 5 ST1.5x8 STP = 16 1° 14 13 12 11 ST1.5x8 STP = 3x8 = 2x4 11 4x6 = 5x8 = 6x12 MT20HS = 5x8 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except` 4-5,8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.89 Vert(LL) 0.52 13 >846 240 MT20 244/190 BC 0.83 Vert(CT)-0.8713-14 >502 180 MT20HS 187/143 WB 0.82 Horz(CT) 0.18 9 n/a n/a Matrix-SH Weight: 172 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. WEBS 1 Row at midpt 3-14. 6-14 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=-102(LC 13) Max Uplift 2=-638(LC 8), 9=-678(LC 9) 1 I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3379/2062, 3-5=-2492/1623, 5-6=-248 I/1618, 6-7=-4342/2737, 7-8=-5261/3277, 8-9=-3498/2108 BOT CHORD 2-16=-183513128. 14-16=-1835/3128, 13-14=-2478/4121, 12-13=-3197/5316, 11-12=-1909/3234,9-11=-1908/3245 WEBS 3-16=0/327, 3-14=-930/637, 5-14=-619/1153, 6-14=-1948/1307, 7-12=-702/492, 8-12=-1330/2156, 6-13=-468/922, 7-13=-1436/897 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=638, 9=678. j ♦♦♦♦♦Q•�� ER P, cIlk No 22839 ID Ile 0 N A� ���♦ Walter R Finn PENo.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING - Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rov. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/ ' Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability, bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. �r 0' /16 C1-2 C2-3 2. Truss bracing must be designed by an engineer. For WEBS At4wide O�y, y0 3 3O 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 U stack materials on inadequately braced trusses. a 00 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate 'lid' c7-s csa cs-s F_ BOTTOM CHORDS designer, erection supervisor. property owner and g P P P Y all other interested parties. plates 0- from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from , t Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ]CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or bylext_in_the bracing —section —of the Trusses are designed for wind loads in the plane of the _ truss unless otherwise shown_ in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design.— — — — -- --- if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14Bottom chards require lateral bracing a110 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _ _ 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIrrPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015