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HomeMy WebLinkAboutTruss1 C ®@per. WARNING �/- `II E SAFETY rMARNING HIP CARRIER LOCATED A901MENS (DIMENSIONED ON LgypyF 41ssymbol O n of stani on trusses until ey arO race er i r properly n ails � tO straps nd hangers 11 � FABRICATION AGREEMENT identifies Life Safety Warnings that n w� R rr 7,� q ' m - $ TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED should be read and given special rus attention to all I �9aP- IN 1�'r�8CE FOR A STRONG BACK OF L Y Ty g p _ - DON'T LIFT TRUSSES The undersigned acknowledges persons installing trusses. a � WITH SPANS LONGER THAN 9 gas and agrees: ' _ 3D Span or lBs3 30' t° lid aPon - _ .... -____ _._ __. _ ARE NOT BJACKB tt 1. T( g Spread°r eftr 30 BY THE PEAK. sEE 5TM04 o1E0 €p asses will be made m strict accordance with this truss placement diagram layout, which is the sole authority for j i AIR HANDLER NOTE y SPACING NOTE All load bearing walls head r$' CONSULT iCs ENGINEERNc o=r determining successful fabrication of the trusses. All trusses are to be sett'-O" on so aaerE°a b Unless noted elsewhere on this layout, these trusses are not o z, all dimensions in this layout have been verified b the undersigned, y designed for air handlers In the roof or for an other A/C The size of these trusses makes it necessary that the a set 3. Unless written notice is provided by certified mail to Chambers Tru ss uss within ten (10) days of delivery the center except as noted. or less beams, & lintels must be in la e g y undersigned h � - , rY Y by a professional builder agrees that no backcharges will be allowed. In the event such written notice is furnished ""II requirements. This may be m conflict with budding code and A/C familiar with and experienced in the problems and dangers of setting large span trusses.fu coshed Chambers Truss -.. shall have three Design re uirements. Consult with Building Department and A/C Theroofbuilder and erector should consult with an engineer licensed in Florida specializing batIn (3) business days m which to begin repairs required, or to substitute other trusses at Chambers MULTIPLE PLY TRUSSES MUST BE FASTENED at indicated height before trusses 9 q g p wood roof trusses about the safe ere After 10 days of deliver remedy will be according option. Contractor. coon of these trusses. The engineer should be at the � Y Y o g to FloridaFlonda statute et b TOGETHER PER ENGINEERING BEFORE FN ! job site when trusses. are erected to rove > -, 4, The undersigned acknowledges receipt of "BCSI" sum SETTING. REFER TO ENGINEERING DRAWING TO .all^. � 1, 11'. aP1. to � I provide supervision and advice. REPRESENTS A HAN 9 P mark sheet by sit s WTle f ,pR„ „o,a;,,_ are I nSta l led , ------- ,- - .�---�--- _..: _:.. _ __.. HANGER _ 5. Delivery Is to job site If Is the buyer's responsibility to make the job site suitable for 'v E IF MULTIPLE PLY. � F ' the sole authority to determine the i ! delivery. Chambers Truss has any. DETERMINE MUL � � � HANGER SCHEDULE Y suitability of the job site or a portion of the job site for delivery,Chambers Truss will 2+° O.C. THRG be responsible for dump deliver SEAT PLATES BY CHAMBERS R USE HUS26 FOR 2X4, SUH46 FOR 4X2 XCEPT AS SHOWN CORNER p P y only. The. buyer Is responsible for additional deliver expenses if Chambers Tr ' I REFERTO SCSI ftEfERTOaCSI l TRUSS s _.. Y P ass has e e I... Tree mane. iM. rusay" ab�aa Trsa;ana,t,a»I,R�awayllNaRam�Not ONLY I �+ ;,Fre redeliver because rs site Is not prepared for deliver or buyer is n Truce is aoexempe,., asts t.t not mean rinse is an axnmPla Your o-o ous, This mach. I Y y not prepared for delivery Of LrUSSe3. Buyer IS ---- lnemt nenao ar xis vux cop way CARRIED CARRYING HANGER 10 '. FA TENER FOR responsible l0 Chambers T(U55 for towing costs due to site conditions, .: male cmrw oReram. xia ilvia Iola way ce,a ' .TRUSS TRUSS: � FASTENER FOR. P g OnS. CAR RIED TRUSS CARRYING TRUSS CORNER DETAIL 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour - fee for revisions may be charged by Chambers Truss. OVERHANGS NOT SHOWN FOR CLARITY - - - ! 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, orif no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of -. delivery if buyer cannot accept deliveryof fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be - RECEIVEDadded for all sums not paid within terms. 8. Signature or initials anywhere. on this sheet constitutes agreement to all terms herein. - _.. 9 in consideration of Chambers. Truss extending credit for this material the undersigned unconditionally guarantees JUL 1. �. 2�20 payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving'. material and the undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the a recipient, Please refer to Standard. Engineering " r fo general 0 on installing 9 sta ling hangers ST: Lucie County, Permitting 10 In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred 10d=0:148" x 3" 16d=0.162" x 3 1 /2" - P Y to 'rereln,the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11, Design responsibilities are per 'National Guidelines i - P p na Standard And Recommended' Gmdehnes On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIITPIM/TCA 4 - 2002M 87-08-00 12. Warranty is per Chambers Truss Warranty attached 56-08-00 22-00-00 9-00-00 q � 3-00-00 14-04-00 DATED_ 01(� (l! �6 �� SIGNED--- v C4 FOR rr _tea h_ k�k/e�,`mo TITLE f - ilz A s reader bar ma b ° 0 p y e required per BCSI to prevent injury & damage. Zus Multiple ply trusses must be fastened together per engineering before the r p g 9 they seo .a set, failure to do so can result in roof collapse. I ` �'o I I ,, I ,I(.•5 Temporary and p ry permanent bracing are required and can save life and property o �� and is the responsibility of the truss erector. _ v I Stud th e c ' con tents f •' Y o the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DFUVERED WITH TRUSSES TO SET TRUSSES Is �, Hatch Legend CEILING STEPS 12' LOAD BEARING AT 10'-0" VOLUME 11 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 10'-0" END DETAIL: TYPICAL -00-00 1 2 PLUMB CUT END 12 2X4 TOP CHORD 6� WALL HEIGHT 10'-0" END DETAIL: VAULT �, 4-03 a 3 12 i 1 8- D 2-00-00 PLUMB CUT END 12 2X4 TOP CHORD 61-- WALL HEIGHT 10'-0" END DETAIL: COFFER 4-03 1 2-00-00 3-00-00 800.551.5932 Fort Pierce 772.465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS,COM Email: MAIL@CHAMBERSTRUSS.COM REVIEWED PO .. _ COMPLIANCE ST, -1 "DIE COUNTY MITEK VERSION ].41431 ')CC— - -_. LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.15A DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE �I7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 @@%% 0 Bottom Chord Live ,10-Non Col�cXI 0 Bottom Chord Dead 10 3 COP Total Load 47 7.2 0 Duration Factor 1.25 -. 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 17' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R. D.L.=Restraining Dead Load C.B.=Continuous Bracing - Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75156 SCALE: 1 /4" = 1'-011 113 total trusses, 36 unique designs Designer. RLC Reviewed by: RLC D0.00 Date: 05/11/18 REVISED 05/06/20 FOR LUCAS WATERPROOFING CO. DESCRIPTION: PAULLUCAS Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75156 Ml Site Information: Tosau4 ,arkLe tasr tdiva. Customer Info: LUCAS WATERPROOFING COMPANY Project Name: PAUL LUCAS dde133610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COOUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: TERENCE SCHUTT License #: 32295 Address: 1575 INDIAN RIVER COULEVARD SUITE C-210 City: VERO BEACH State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 36 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T20154984 A 517/20 15 T2015, 2 T20154985 Al 5/7120 16 T2015, 3 T20154986 ATA 5/7/20 17 T2015t 4 T20154987 ATB 5/7/20 18 T2015t 5 T20154988 B 517/20 19 T2015t 6 T20154989 61 517/20 20 T2015t 7 T20154990 D 5/7/20 21 T2015t 8 T20154991 D1 5/7/20 22 T2015t 9 T20154992 D2 5/7/20 23 T2015t 10 T20154993 D3 5/7/20 24 T2015t 11 T20154994 D4 5/7/20 25 T2015t 12 T20154995 D5 5/7/20 26 T2015t 13 T20154996 D6 5/7/20 27 T2015t 14 T20154997 D7 5/7/20 28 T2015E Truss Name Date GR5 577/20 GRA GR13 517/20 5/7/20 RECEIVED GRID 5/7/20GRK 517/20 /77/ JUL 10 2020 A 520 J5 5n/20 GT• Lucie County, Permitting J7 5/7/20 JA7 5/7/20 JC 120 JC5 5/7/20 JC7 5/7/20 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the r .1� designs comply with ANSIRPI 1. These designs are based upon parameters R shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific Information included Is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSINPI 1, Chapter 2. ,` 111111nuiyi pV-L S. M"J"Ifi .`J��C <: E No 53681XZ : STATE OF 0:4(1�/� nos; 4 0 R 1 O ONAr Michael S Magid PE NoMB81 MRek USA, Inc. Fl. Cart 6634 6584 Parke East Blvd. Tampa R.33610 Bate: May 7,2020 Magid, Michael 1 of 2 RE: 75156 - PAUL LUCAS Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: LUCAS WATERPROOFING COMPANY Project Name: PAUL LUCAS Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COOUNTY State: FL No. Seal# Truss Name Date 29 T20155012 K 5/7/20 30 T20155013 KJ5 5/7/20 31 T20155014 KJ7 5/7/20 32 T20155015 KJC7 5/7/20 33 T20155016 MV2 5/7/20 34 T20155017 MV4 5/7/20 35 T20155018 P 5/7/20 36 T20155019 P1 5/7/20 2of2 Job Truss Truss Type Oy Ply T20154984 75156 A HIP 1 1 �PAULLUCAS Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Mar 23 2020 MITek Industries, Inc. Thu May 7 07:54:49 2020 Scale=1.42.4 4x8 = 2x3 11 18 19 4x6 = 7-OA 15.0.0 22-0-0 ]-0-0 8-0-0 Plate Offsets (%,Y)— f3:0-54,0-2-01, f4:0-3-8,0-2-41 LOADING (ps1) SPACING- 2.0.0 CSI. DEFL. in (lot) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 7-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ven(CT) -0.12 7-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 5 ma n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 7-15 >999 240 Weight: 97111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8.0, 5=0-8-0 Max Ho¢ 2=166(LC 11) Max Uplift 2=599(LC 12). 5=599(LC 12) Max Grav 2=922(LC 1). 5=922(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1c) or less except when shown. TOP CHORD 2-3=1344/936, 34=1143/951, 4-5=-1344/935 BOT CHORD 2-9=-613/1136, 7-9=-612/1143, 5-7=-655/1136 WEBS 3-9=0/313, 4-7=0/313 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-3 cc purims. BOT CHORD Rigid ceiling directly applied or 8.7-1 oc bracing. WEBS 1 Row at midpt 3-7 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind; ASCE 7-10: Vull=i 60mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsh h=17ff; B=45ft: L=24ff; eave=4ft: Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2)-2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-0-0, Exteriar(2) 7-0-0 to 11-2-15, Intern( 11-2-15 to 15-0-0, Extedor(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 24-0-0 zone;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 pending. 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 599111 uplift at joint 2 and 5991b uplift at joint 5. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S, Magid PE No.8368T MiTak USA, Inc. FL Celt 8834 6604 Parke East She, Tampa FL 33610 Datc: May 7,2020 ®WARNING. Verify design parameters d READ NOTES ON THIS AND INCLUDEDMDEx REFERENCE PAGE AN7473'"Sete188EFORE USE. Design valid for use only with MlTek®gp aM Thisdesign Is based only upon parameters shown, and Is for on individual building component, not �° s ss system. Began use, the bullding designer must neiy tte epplirabil," design parameters and properly lncomorale th d sign into the overall mis boldingdesign. Bredng lndleated is to prevent buckling oflndividuai truss web andiorchoM members only. Accumal temporary and permanent bating MOW s atweys required for stability and to prevent collapse wilh passible personal injury and property damage. Forgeneal guidance regaming the fabrication, storage, delivery, creation and baring of Imssea and truce systems, see ANSVTPII Oualiy Cfifeda, DSB-89 and BCS1 Building Component 6904 Parke Fast Blvd. Sarey/nformation available post Truss Plate Indicate, 218 N. Lee asset, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply PAUL LUCAS T20154985 75156 Al HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.33U S Mar 23 Lu2U MI I 4x5 = 45 = 4 5 Inc. I Oe May , ut:oo:Oz 2V2u Scale=1:42.4 is LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-%O Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS'. TC 0.29 BC 0.40 WB 0.14 Matrix -MS DEFL. in (roc) I/dell Lid Vert -0.14 9-17 >999 360 Van(CT) -0.29 9-17 >905 240 H0R(OT) 0.03 7 n/a n/a Wlnd(LL) -0.13 10-14 >999 240 PLATES GRIP MT20 244/190 Weight: 100 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=203(LC 10) Max Uplift 2=599(LC 12), 7=-599(LC 12) Max Grav 2=922(LC 1), 7=922(LC 1) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2.3=.1321/963, 3-4=-1117/860, 4-5=968/802, 5-6=1117/860, 6-7=1321/963 BOT CHORD 2-10=668/1265, 9.10=-448/1036, 7-9=711/1141 WEBS 3-10=-351/395,4-10=.228/406, 5.9=-228/407,6-9=-352/395 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.Opsb h=17ft; B-05ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9.0-0 to 17-2-15, Intedor(i) 17-2-15 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599lb uplift at joint 2 and 5991b uplift at electronically signed and joint 7. sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. I Michael S. Magid PE No.53681 MiTek USA, Inc. FL Coal 6834 9904 Parka East Blvd. Tampa FL 33610 Dale: May 7,2020 ®WARNING- Velrydelgnparamel d READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473rev, 1""O1SBEFORE USE. Design valid fosses only wlb MIT.M commosams. Tale design is based only upon parameters shown, and is for an Individual pulsing component, not a muss system. safere use, an. building desgpar mum verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of individual Wes web anchor chord members only. Atldgional temporary and permanent bracing WeV prevent is always required for noisily and M prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, S emge, detwery, erection and bracing of trusses and muss system, see ANSVIVII Quality Gilberts, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Satgrishosma ton mollade from Tmss Plain Institute, 248 N. Lee Smand, suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty My PAULLUCAS T20154966 75156 ATA ATTIC 6 1 Job Reference (optional) Chambers Truss, Inc., FOR Pierce, FL 8.330 a Mar 23 2020 Inc. Thu May 7 07:54:55 2020 Smote =1.43.3 4.5 = li 4x5 = -- 3x4 II 4x5 = 3.4 11 7-0-0 ]-0-0 14 7-12 22-0-0 7-0-0 7-&8 ]-4-4 Plate Offsets (X Y)— 12:0-3-8 0-0-9] 18:0-3-8 0-0-9] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loot/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.29 10-12 >924 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Verl(CT) -0.47 10-12 >558 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Hurz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.21 10-12 >999 240 Weight: 112111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 JOINTS REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-239(LC 10) Max Uplift 2=496(LC 12), 8=-496(LC 12) Max Grant 2=1386(LC 18). 8=1386(LC 19) FORCES. (lb) -Max. Comp/Max. Ton. -All fames 250(I1c) or less except when shown. TOP CHORD 2-3=2363/597, 3-4=-1981/617, 4-5=158/470, 5-6=-15B/469, 6-7=-1981/617, 7-8=-2365/597 BOT CHORD 2-12=311/2081, 10-12=-311/2081, 8-10=311/2081 WEBS 7-10=01574, 3-12=01574, 4-13=-2542/846, 6-13=2542/846 Structural wood sheathing directly applied or 3-8-6 ac puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 13 NOTES- Continued on page 2 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124i TCDL=4.2psf, BCDL=3.Opsf; h=17ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 0-10-8, Intedor(1) D-10-8 to 11-0-0, Exterior(2) 11-D-0 to 14-0-0, Interior(1) 14-0-0 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.0lb AC unit load placed on the lop chard, 11-0-0 from left end, supported at two points, 4-0.0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.13 psf) on member(s). 3-4, 6-7, 4-13, 6-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 pet) applied only to room. 10-12 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 4961b uplift at joint 2 and 496111 uplift at joint 8. 9) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 139 he down and 67111 up at 9-6-0, and 139 lb down and 67 lb up at 12-6-0on top chord, The design/selection of such connection device(s) is the responsibility of others. 10) Attic room checked for L/360 deflection. 11) 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 Incmase=1.25 Uniform Loads (pIf) Vert: 1-3=-54, 3-4=64, 4-5=54, 5-6=-54, 6-7=-64, 7-9=-54, 2-12=-20, 10-12=-30, 8-10=-20, 4-6=-10 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mkil al&Nei PE No.53881 MiTek USA, Inc. FL Cart $634 6904 Parke bet Blvd. Tampa FL'33610 Data: May 7,2020 ®WARNING-Ve Iy design paremsers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 Inv, laminate BEFORE USE. Design valid Mr use only with MTeW connectors. This design Is based only upon parameters shown, and is for an Indiviousi buildir, component, not a Wss system. Before use, the building designer must veri applicability of design paamnters and properly incorporate this design into the overall buislagdesgn. Bracing Indicated is to budding oflndivldual these web and/or chord members only.Additions! tsmpDmq and permanent among WeV prevent I.Dansys remulmdfarsthentiy and to prevent collapse with possible personal Injury and property damage. ForgenerNguldanceregardingthe febdragan, damage. delivery, erection and bracing ofeusse, and buss systems, we ANS1411I1 Duality Cdtm, DS1F89 end SCSI Building Component 6904 Perks East NO. SaboWinlormagon Tampa, FL 36610 Job Truss Truss Type Oy Ply PAULLUCAS 720154986 75156 ATA ATTIC 6 1 Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL d LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-100 6=-100 19=75(F) 20=-75(F) 8.330 S Mar 23202U MITek InOUSMes, InL lnu May yU(:b4:bb Z04U Vage2 ID:OdbDUOxOxbNJ05Jhigggh WZHUAT-g9g7GOxN8vOzl5J_h7aVVYyKfXYgOIBHOeykSZGZIyRU WARNING- Verily design parameters d READ NOTES ON THIS AND INCLUDED MIT£K REFERENCE PAGEfAA-7473 re,AM03QU16 B£FORE USE. �° Design valid for use only win Miicorrectors.Ths design is based only upon parameters shown and is fora individual bcomponent, not a Muss system. Before use, Me building designer mug very to applicability of design parameters and propedy lncoryorate MIS design into Me overall Bracing indicated is 0 bucding individual muss web andforchod members only. Additional temporary and permanent bracing MOW busingtlesign. prevent of Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For gensal guidance regarding the 'y')TW Iabdcat storage, delivery, eaobon and bracing of Mar .a.s and "as systems,see ANSI?Plf Quality Criteria; DSB-99 and BCS1 Building Component 6904 Palle East Blvd. Sa/elyholormagon available from Times Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Tress Type Cry Ply T20154967 75156 ATB ATTIC 3 1 �PAULUUCAS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4x5 = 3.4 II 8.330 s Mar 23 2020 MRek Industries, Inc. 7-0-0 14-7-12 22.0-0 7-4-0 7-3.8 744 7 07:54:56 2020 Page 1 Bela=1:41.9 q Plate ONsets(XY)- f2:0-1-1240-1] [8:0-1-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.29 9-11 >918 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 VerUCT) -OA8 9-11 >555 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.53 Horz(CT) 0.05 8 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.25 9-14 >999 240 Weight: 1091b FT=20% LUMBER - TOP CHORD 2x4 Ste M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=232(LC 11) Max Uplift 8=336(LC 12), 2=-505(LC 12) Max Grav 8=1283(LC 19), 2=1388(LC 18) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-8-4 as pudins. BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. JOINTS 1 Brace at JUs): 12 FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(11b) or less except when shown. TOP CHORD 2-3=2380/627, 3-0=1993/650, 4-5=1851473, 56=179/479, 6-7=1990/672, 7-8=2370/663 BOT CHORD 2-11=-022/2064, 9-11=42212064, B-9=42212064 WEBS 7-9=7/576, 3-11=01580. 4-12=-25601960, 6-12=25601960 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.OpsY h=17f[; B=45fl; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extenor(2)-2-0-0 to 0-10-8. Intenor(i) 0-10-8 to 11-M. Extenor(2) 11-0-0 to 14-0-0, Inlenar(1) 14-0-0 to 22-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.011a AC unit load placed on the top chord, i i-0-0 from left end, supported at two points, 4-0-0 apart 4) This buss has been designed fora 10.0 psf bottom chard live load nonconcument 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 36-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-0, 6-7. 4-12, 6-12 7) Bottom chord live load (40.0 pep and additional bottom chord dead load (5.0 pep applied only to room. 9-11 8) PmAde mechanical connection (by others) of truss to beading plate capable of withstanding 3361b uplift at joint 8 and 5051b uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated loads) 139 Its down and 67 Its up at 9.6-0, and 1391b down and 67 Us up at 12-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) Attic room checked for L1360 deflection. 11) 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 a 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=54, 34=64.4-5=54, 56=54, 6-7=64, 7-8=54, 2-11=-20, 9-11=30, 8-9=20, 4-6=10 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 6fiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Dam; gas ®WARNING-V city dasgnpammeters uWREAD NOTES ON WISANa fNCLUOEOMffF REFERENCEPAGE74UJ47Jm¢ fONY1015BEFOREUSE De signvAWWummlyw MMRek®mnnedara Tbisdesign IsbasedoNyuponpm Mm Ob ,ar isfmmindivlduNbudding=WwLnO a suss system Before use. Me budding designer muatverify Me applitabiR, of design parameter and! Ivaperly iroarporete We design into Me overall buildingdeslga. Bracing indicated is to prevent budder,oflndividual bussweb cM/m Card members any. McenoniMmyomryaMparmaneatbrecig MiTek- leelwaycreau'ved fmaMbgiry ardbpmventmgapse vlM posN0le personal in)ury antl pmpedytlamaga. Fargarwal,'danceregardin,Me rabdeton, storage. delivery. erection and medn0 ofbuests and areas systems, see ANSMH Dually Cdhda, DS"9 and BMI Building Component figW Parke East Vid. Soli y/nbrmadon avagable f m Truss Plato lnsfiMe, 218 N. Lee SImeL Buile 312, Nemndm. VA 22314. Tampa, FL 36610 May 7,2020 Job Truss Truss Type Oty Ply PAULLUCAS T20154987 75156 ATB ATTIC 3 1 Job Rehrence o floral Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-100 6=100 18=75(F)19=-75(F) 8.330 a Mar 23 2020 MITek Industries, Inc. Thu May 7 07:54:56 2020 Page 2 ID:OdbDUOxQxbNJ05JhiggghWzHuAT-OLOVUmy0vD8gvFUAFi5159Ugcy0hUbUXtcU?Si.lyRT ®WARNING- Vadfydaalgopalamelonand READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE NF7473.. laV1,20156EFOREDSE Deslen valid foruse 0nywiN MlTeldB wnnedors. This tle5lgn is based Any upon parameters shown, and Is for an Individual buildingwmponent, not �' e truss system. Bar.. use, the bantling easier., must verify the appliwbllly wm of design parameters and property Inorel. this design Into Ne ovmll buildingdesiga. Bracing lndwled is W prevent building of individual Was web andlor chord members only. Additional temporary, and permaneM bracing M!Tek' Is always renu'vedfm atablliyand tg pravanl collapse wiN possible Dersonal lnJury end propeM damage. B Lthe ge, dl eANSYrelfQuality LetlraWlglualdOanScBe8r9 and BUIIdnp Component ka Fast Blvd.SAAdyld/envatan rli aIiaNaftmTmssPa@[nsbMe,218N.LeStre4SW@312,Aexnn.VA22314. Tamps, FL 3fifi1g Job Truss Truss Type City Ply T20154988 75156 B COMMON 1 1 �PAULLUCAS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4x4 = 8.330 a Mar 23 2020 MTek Industries, Inc. Thu May 7 07:54:59 2020 Scale =1:30.3 I� Plate Offsets (X,Y) - (7:0-4-0,0-3-0) LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (fee) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ved(LL) -0.06 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Ved(CT) -0.13 7-10 >999 240 BOLL 0.0 Rep Suess Ina YES WB 0.18 Hoa(CT) 0.02 6 n/a me BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Wind l-L) 0.05 7-10 >999 240 Weight: 73 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0,2=0-8-0 Max Ho¢ 2=180(LC 11) Max Uplift 6=320(LC 12), 2=-495(LC 12) Max Gray 6=598(LC 1), 2=719(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=961/689, 3-4=746/548, 4-5=749/574, 5-6=97V722 BOTCHORD 2-7=537/835, 6-7=547/855 WEBS 4-7=303/475, 5-7=314/332, 3-7=288/305 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124ni TCDL=4.2psf; BCDL=3.Opsf, h=17ft; B=45ft; L=24ft; eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(l) 1-0.0 to 8-2-0, Exterior(2) 8.2-0 to 11-2-0, Interior(1)11-2-0 to 16-4.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 list bottom chord live load nonconcurrem with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320lb uplift at joint 6 and 495 lb uplift at joint 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nasal MTek USA, Inc. FL Ced 6634 SSU Parke East Blvd. Tampa FL 33610 Dale: May 7,2020 ®WARNING- VWly tlesi9n Pvametos and READ NOTES ON THIS AND INCLUDED MITENREFERENCE➢AGE MU-7173 rev. 1"=15 BEFORE USE. Design valid fat use Wywim MatekOmtmemam. This design is based oNyupon parameters shown, and is reran hdivtlual txAc. g component net a truss system. Before use, Me balding designer rtvstveny the applicability of dasign parameters a,d properly incorporate Wsdesgn intothe oveall buildingdeSign.&adrgiMimcdisbpreventbucM ofindivldualbus baMlorr mem mmly. PPdrAreltemporaryaMcermanentb2Gng MTek' isalwaysrauWdfma VdiyaMdpraventmopwwl passiblepemomlInluryandpm nydamage. Fmgeneralguldanaeregardingme fabrkaten, Storage. delivery, erection and bradrq ofbusses and hums systems, see ANSVTFIf 0.10 Wen.,DSB-89 and Best Building Component bg04 Paton East Blvd. SaMWInRrmadon avagaGe from Tmss%a[9lsatitde, 9f8N. Lee abeet, suite 312, Alexandria, VA i2314. Tempa,FL 36610 Job Truss Truss Type Cry Ply T20164989 75156 81 COMMON 2 1 �PAULLUCAS Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 40 = 8.330 s Mar 23 2020 Mrrek Industries. Inc. Thu Mav 7 07;55:01 2020 Santa -1:30.3 11 Plate Offsets (X,Y) - [7:0-0-0,0-3.0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Joe) I/deb L/tl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.27 Ver(LL) -0.06 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.13 7-10 >999 240 BCLL 0.0 ' Rep Stress [net YES WB 0.18 Horz(CT) 0.02 6 We n/a BCOL 10.0 Code FBC2017/TPl2014 Matrix -MS Wind(LL) 0.05 7-10 >999 240 Weight: 731b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 21 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 6=1vilechanical, 2=0-8-0 Max Horz 2=180(LC 11) Max Uplift B=320(LC 12), 2=d95(LC 12) Max Gran, 6=598(LC 1), 2=719(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=961/i 34=746/548, 4-5=-749/574, 5-6=977/722 BOTCHORD 2-7=537/835, 6-7=-547/855 WEBS 4-7=-303/475, 5-7=-314/332, 3-7=-288/305 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasdi24mph; TCDL=4.2psf; BCDL=3Apsf h--17ft; B=451t; L=248: eave=oft: Cat II; Exp C; Encl., GCpi=0.18; MWFRS (dimctional) and C-C Exterior(2) -2-0-0 to 1.Gi Interior(l)1-0-0 to 8-2-0. Extedoi 8-2.0 to 11-2-0, Interior(1)11-2-0 to 16-4-0 zone;C-C for members and forces 8 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320Ib uplift at joint 6 and 495 He uplift at joint 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NoMital MiTek USA, Inc. FL Cad 6634 9904 Parke Bast Blvd. Tampa FL 33610 Data: May 7,2020 ®WARNING. Va my ofeelgn p.Iners and READ NOTES ON Ties AND INCLUDED MI i£N REFERENCE PAGE MII.1473rev.10VWOI S BUORE USE. aaaaa Design valid forms only with MiTekDcbnnesbrs. This design is based only upon pammetem show, and is for an individual building camponent, not �• a Wss system. Before use, the building designer mustverlfy the applicsWity of design parameters and properly lncorybrate this design Into the overall buildingdeslgn. among lndisaledisInbuckfingOfIndividual bass web andlbrchordmundane only. Additional lemporery and pamianertbmdng MiTek' prevent is always repulred for stability and to prevent collapse with cesese cerebral inlury and property damage. FmgeneralguldanceregaNingthe Iabrietian, storage, delivery. erection and brad, of Wsses and Wss systems, see ANSVbi Duality Oman , Di ad SCSI Building Ce spbnent 69e4 pane East Blvd. Safety Information evadable from Tons Plate Institute, 218 N. Lee Street, Sluts 312, Alexandra, VA 22314. Tampa. R State Job Truss Truss Type Cty, Ply PAULLUCAS T20154990 75156 D ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 54 II 8.330 s Mar 23 2020 MRek Industries, Inc. Thu May 7 07:55:03 2020 6x6 = 3x4 = 3x6 = 3x4 = - Scale=1.72.4 3x5 = 3x4 = 4x6 = 3.4 II 3.4 II 3xB = 3x5 C 7x8 = Sx6 WB = 6697240-0 -0 39-0-0I 5&0-9-4 6-2-2 IN 2-110 -1900 Plate Offsets (x,Y)— 19:03Q0-2-0), 111:0-2-10,0-1-8) LOADING (psn SPACING- 2-0-0 CS]. DEFL in (toe) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ved(LL) -0.40 16-18 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.71 Ved(CT) -0.75 16-18 >625 240 BCLL 0.0 Rep Stress [nor YES WB 0.98 HOrz(CT) 0.13 11 n/a nia BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.5416-18 >868 240 Weight 203lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=239(LC 11) Max Uplift 2=944(1_C 12), 11=-944(LC 12) Max Grew 2=155l(LC 1). 11=1551(LC 1) BRACING - TOP CHORD Structural wood sheathing direclly applied or 3.8.6 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 1 Row at midpt 8-13 FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=2775/1817, 34=-2682/1876, 4-5=-0163/2270, 5-6=-2768/1975, 6-8=-3013/2131, 8-9=-2211/1611, 9-10=-2495/1739, 10-11=-2699/1820 BOT CHORD 2-19=1428/2513, 18-19=-110l 2089, 16-18=1789/3018, 15-16=1789/3Ol8, 13-15=1789/3018, 11-13=-1475/2371 WEBS 3-19=310/343, 4-19=346/525, 4-18=1465/2129, 5.18=1613/1204, 6-18=505/261, 8-15=58/324, 8A3=1152/746, 9-13=583/964, 10-13=-312/321 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=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Inledor(l)100 to 11-0-0, Extedor(2)11-0-0 to 13-M, Intedar(1) 13-M to 30-M, Exlehor(2) 30-0-0 to 32-9-12, Interior(1) 32-9-12 to 41-0-0 zone;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurtent 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 944lb uplift at joint 2 and 9441b uplift at joint 11. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid FE NoA3631 MRek USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33610 Date: May 7,2020 ®wARMNO-VedydealgnParanmrem and READ NOTES ON MIS AND INCLUDED MITEN REFERENCE PAGE rAA747amv. 1"MOIS BEFORE USE. valW /or use only wiW MITek® connecmra. Thb design is based only upon parameters sham, and Is for an indivWuW building component, not IdDesryn a buss syslem. Before use, me building designer must wriythe appllassilty of dwlgn parameters and popery Inmryorate this design into the overall buildingdesly. BmcingiWlwa dls Wpmve budlingofindiAdual Wssmba,Mlorchordmembemmly. A4didonallempomr; ndpermanentbadng Wek' is a6vayaryuired farsWbiliyand W pavant collalbe lh possible personal Injury and property damage. Forgenaalguidansemgerdingthe fabd®don, cmaga, tlelhery, eretlion ell Nadtg of Wsses end buss systems,see ANSYTPII Qualify ensure, USRA9 and8CSI Building Component 6ga4 Palle East Sol. Salary Information eversible from Than Plata InsdWle, ate N. Lea Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAUL LUCAS T20154991 75156 01 HIP 1 1 Job Reference (optional) Gnamoers Imse, Inc., run plerCe, rL 5x8 = I S Mar 23 ZUZU MI I ex IncluSmes.IOC. InU Mae IL11 :05 ZUZU Facet 3x6 = Sxa = 4 28 5 6 7 29 a Scale -1-70.0 T 31 = 3x6 = 3x5 = 3x5 = LOADING (psi) SPACING- 2-0.0 CS'. DEFL. in (fee) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.35 Veil L) -0.24 16-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.39 16-18 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.55 Horz(CT) 0.12 10 me n/a BCDL 10.0 Code FBC2017rrPI: Matrix -Ms Wind(LL) 0.23 15-16 >999 240 Weight: 2061b FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-5 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Holz 2=240(LC 10) Max Uplift 2=944(1.0 12), 10=-944(LC 12) Max Grav 2=1551(LC 1). 10=1551(LC 1) FORCES. (III- Max. Comp/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2785/1890, 3-4=2361/1693, 4-5=2498/1870, 5.7=2498/1870, 7-8=-2498/1870, 8-9=-2361/1693, 9-10=.2785/1890 BOT CHORD 2-19=-1508/2563, 18-19=-1508/2563, 16-18=-1151/2142, 15-16=-1459/2537, 13-15=1195/2058, 12-13=-1552/2438, 1D-12=-1552/2438 WEBS 3.18=489/412, 4-18=174/385, 4-16=A65/786, 5-16=-363/349, 7-15=363/349, B-15=465f786, 8-13=174/385, 9.13=A90/411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1711; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18;MWFRS (directional) and C-C Exterior(2)-2-M to 1-0-0. Interior(1) 1.0.0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, 1ntedor(1) 15-2-15 to 28.0-0, Exterior(2) 28-0-0 to 32-2-15, Inledor(1) 32-2-15 to 41-0-0 zone;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 pending. This Item has been 4) All plates are 3x4 MT20 unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcunem with any other live loads. sealed by Magid, Michael, PE 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-D wide using a Digital Signature. will 8t between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94416 uplift at joint 2 and 9441b uplift at Printed copies of this joint 10. document are not considered signed and sealed and the . signature must be verified on any electronic copies. Michael 8. Magid PE No.53681 MiTek USA, Inc, FL Con 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 7,2020 ®WARNING -Varoydeelenparamerers and READ NOTES ON MIS AND INCLUDED MIT£K REFERENCE PAGE MII.147J rev. lW3,2015 BEFORE USE said for use only win MiTekt) oonneaora. This design Is based only upon parameters shown, and Is for an IndivWual building component, not a buss system. Defers use, the building designer must verily the applicability of design parameters and pmpew Incorporate this design Into Me overall buildingdesign. seasonal Indicated is to prevent buckling of individual muss web andlorchord members only. Additional temporary and pennenentbreding Is ahvays required for sladity and to prevent collapse With possible personal Injury and property damage. Forgeneml9uidanosregadingne fabricator, Marege, delive erection and daring minims and buss systems,see ANSIOPI1 quality Crlfeda, DSB49 and SCSI Building Component SafetylRrormadon avoid afmm Tmm Radlnse .218N.Lee Sirest,suid312,Mexaedda,VA22314. IMF MOW 6904 pip Etat a" Temps, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAS T20154992 75156 D2 HIP 1 1 Job Reference (optional) k:namoers t was, Inc., eonrrerco, FL 8.33D S Mar 232020 MTek Industries, Inc. Thu May 7 07:55:08 2020 Pagel ID:OdbDUOxDxbNJOSJhiggghWzHUATbf627s6X4vf7L5oDyEJZehz_OOFYI7IldTOeWDzlyRH 2 01 &]-8 13-0-0 19-fi-0 26A-O 3U.-12 39.0-0 41-0- 12A}0 67-8 6d-8 I 660 8.8-0 I E2-12 I 8-9d 2-0-0 Scale, 171.2 5x8 = 6.00 12 3x4 II 5x8 = 5 27 28 6 29 30 7 3x5 = 3x4 I 3x6 = 3x8 = 3x4 = 3.4 II 3x5 = 3x4 = 3x6 = &]-8 13-PO 1&6-0 26-0-0 32-2-12 39-0-0 1 'N I 6.4-a ar,-n 6.an zzn rues Plate Offsets (X,Y)- 13:0-3-0 Edgo] f5:0-",0-2-8] [:D-6-0 D-2-8] 19:0-3-0Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Ved(LL) -0.15 15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.2913-15 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.62 Horz(CT) 0.11 10 n/a n/a RCDL 10.0 Cade FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 15 >999 240 Weight: 211 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8.0, 10=0-8-0 Max Hors 2=276(LC 11) Max Uplift 2=944(LC 12), 10=-944(LC 12) Mons Grav 2=1551(LC 1). 10=1551(LC 1) FORCES. (Ib)-Max. Comp/Max. Ten. -Allforces 250(Ib) or less except when shown. TOP CHORD 2-4=2761/1845, 4-5=-2222/1592, 5-6=2173/1682, 6-7=2173/1682, 7-8=-2219/1593, 8-10=-2752/1839 BOT CHORD 2-18=1458/2560, 17-18=-1458/2560, 15-17=-10192021, 13-15=-1062/1918, 12-13=14932401, 10-12=-1493/2401 WEBS 4.18=0/267, 4-17=617/499, 5-17=-193/479, 5-15=2951491, 6-15=399/404, 7-15=295/491, 7-13=199/484, 8-13=613/495, 8.12=0/268 Structuralwood sheathing directly applied or 4.2-11 oc pudins. Rigid tailing directly applied or 6-0-1 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=17ft; B=45ft; L=24ft; eave=5ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0.0, Interior(l) 1-0-0 to 13-0-0, Extedor(2) 13-0-0 to 17-2-15, Intedor(1) 17-2-15 to 26-0-0, Extedor(2) 26-0-0 to 30-215, Intedor(1) 30-2-15 to 41-0.0 zone;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.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9441b uplift at joint 2 and 944 lb uplift at Joint 10. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wahast S. Magid PE Nc.53681 MTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Data: May 7,2020 ® WARNING -Vert vasa11nparameters and READ NOTES ON MIS AND INCLUDED AV7ER REFERENCE PAGE ISM-74]3 m,1"32015BEFOREUSE. Design wild for use only men MiTeM comedies. This design Is based only upon parameters Shown, and Is for an IndivWual building co namen, not �' e truss system. Before use, vie Wadi, designer must verity the applicability of design parameters and pmpedy Incoryosts MIS design Into vie overall bulking design. Bracing Indicated is to buckling of Individual miss web andlor chord members only. Additional temporary and permanent bradng MTek' prevent Is always requited far all and a prevent calapseWith possible personal injury and property damage. Forgenemlguldantaregardirgvie fabrication, swage, delivery, small and lasting ofsarms and Vusa systems ,see ANSUSPIIDuaIhy Cr d.,D58-09end BCSIBUilding Component 69M Palle East a". Sahylnknnaaon eversible from Tares plate Institute, 218 N. Lee street, Style 312. Alexandria. VA 22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply PAULLUCAS T20154993 75158 D3 HIP 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Plems, FL 8.330 s Mar 232020 MITek R 6x8 = 6.00 12 3x4 = Sx6 = 4 6 6 Inc. Thu May 7 07:55:12 2020 Alas % 3.00 12 5x8 = 3x4 II 3x5 = ]-0.11 ] 10- 138-0 5-0-0 zaao 26-BA 32-6-12 39.0-0 7.0.11 0.9- 5-10-0 -0-0 9-o-0 2-8-0 5-10.12 fi-SL scale =1:72.4 Plate Offsets (X Y)- [2:0-1-14 Edgel [3:0-3-0 Q!qA [4:0.5-8 0.2-4]. [6:0-3-6 0-2AI, f13:0.5-4,0.2-121 LOADING (pi SPACING- 2-0-0 CSI. DEFL in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Verl -0.39 16A7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Verl(CT) -0.75 16-17 >625 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.75 Horz(CT) 0.39 10 me n/a BCDL 10.0 Code FBC21 Matti% -MS Wind(LL) 0.50 12-13 >944 240 Weight: 209 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 5-14 Max Harz 2=313(LC 10) Max Uplift 2=944(LC 12), 10=-944(LC 12) Max Grav 2=1551(LC 1). 10=1551(LC 1) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4759/2982, 3-0=-3979/2496, 4-5=2881/1990, 5.6=-1964/1586, 6-7=.2212/1661, 7-9=-2262/1568, 9-10=-2771/1829 BOT CHORD 2-17=-2514/4339, 16-17=252814347, 15-16=1492/2972, 14.15=-1329/2520, 13-14=1113/2027, 12-13=148B/2421, 10-12=1488/2421 WEBS 3-16=-8D1/671, 4-16=1167/1964, 4-15=5121370, 575=280/804, 5.14=958/514, 6-14=-028/779, 9-13=-636/494, 9-12=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10f Vult=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; ESP C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0.0, Interior(l) 1-0-0 to 15-0-0, Extenor(2) 15-0-0 to 19-6-0. Inlerior(1) 19-6-0 to 24.0-0, Extedor(2) 24-0-0 to 28-2-15, Interior(1) 28-2-15 to 41-0.0 zone;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 pending. 4) This truss has been designed for a 10.0 pef bottom chord live load noncancurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chard In all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944lb uplift at joint 2 and 944 lb uplift at joint 10. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nc:53661 NITA USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 7,2020 ® WARNING. Verilysmi rp idersersmellp D NOTES ON THISAND INCLUDEDMITEH REFERENCE PAGE11161477mv. 1010MOISBEF0RE USE assass Design valid for use only calm Welke connectors. This design Is based only upon parameters shown, and Ia for an individual building component, not a gross system. Before use, the heading designer must verity 0e applicability of design parameters and properly Incorporate this design into the overall bulldingdesign.Bm6nglndime dlsWpmvntbuWngoflndividualWssweben&WOOMmembemmly.Additionaltemporaryendpermanmdbradng WOW is always required for stability and W prevent dollops Wei possible peramed injury and property damage. For general gukan. mgaN'mg the fabricatim. storage. delivery, median and braving of busses and press systems am ANSWPI1 DYaflry CHMda, DSBA9 and BCS1 aullding component 6904 Parke East Blvd. Garetyfnformation avaraNe Gam Tmsa RatstnsdW ,218N.Lee Sheet,SWW31ZMexandna,VA22314. Tampa.R 36610 Job Truss Truss Type City Ply PAUL LUCAS T20154994 75156 D4 HIP 2 1 Job Reference o banal Chambers Truss, Inc., Fort Pleura, FL 8.330 s Mar 232020 MITek Industries, Inc. Thu May 7 07:55:15 2020 scale=1:72.4 BAD 12 5x8 = 5xe = 6 27 28 7 21e 4x8 00 3.t2 5xe = 3x5 = 7-0.H 13-8-0 1 17AA 22.0.0 2F8-0 32-6-12 12:2 ]-0.11 6-]-5 3dA D5-10.12 fi-Sri _ Plate Offsets(X,Y)- 12:0-1-14,Edgel, [4:0J-0,Edgel f6:0-3-00-1-12117:0-6-00-2-8] 114:0-5-40-2-81 LOADING (par) SPACING- 2-0-0 Cat. DEFL in (loc) Ifdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Verf(LL) -0A1 17-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.7917-18 >592 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.39 11 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Wind(LL) 0.53 17-18 >889 240 Weight: 2201b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left; 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 11=0-8-0 Max Harz 2=350(1_13 10) Max Uplift 2=944(1_C 12), ll=-944(LC 12) Max Gmv 2=1551(LC 1). 11=1551(LC 1) BRACING- TOPCHORD Structure[ wood sheathing directly applied or 2-7-13 oc pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 ac bracing. WEBS IRow at midpt 6-17 FORCES. (lb) -Max. Comp.fMax.Ten.-All forces 250111) or less except when shown. TOP CHORD 2-3=-0774/2926, 3-5=4591/2887, 58=3987/255% E7=2243/1652, 7-8=-2158/1571, 8-10=2276/1586, 10-11=-2763/1762 BOT CHORD 2-18=2474/4408, 17-18=-2150/3941, 16-17=-1086/2332, 15-16=-938/1943, 14-15=-1132/2042, 13-14=-1423/2412, 11-13=-1423/2412 WEBS 5-18=-237/474, 5-17=518/499, 6-17=-1348/2371, 6-16=-600/338, 7-16=-336/721, 7-15=-207/329, 8-15=261/272, 10-14=5571371, 10.13=0/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 17-0-0, Extedor(2) 17-M to 21-2-15, Intedor(1) 21-2-15 to 22-0-0, Exteriar(2) 22-D-0 to 26-2-15, Interior(l) 26-2-15 to 41-0-0 zone;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 pending. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 et between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 he uplift at joint 2 and 9441le uplift at joint 11. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 MiTok USA, Inc. FL Cart 6634 $904 Parks East Blvd. Tampa FL 33610 Data; May 7,2020 ®WARNING-Vmllydesianparamerms and READ NODES ON MIS ANDINCLUDF M)f REPERENCEPAGENI47473rev. f40]R0138EPORE USE a basedoNy upon parametersshown,end Islay an ��- massacresthe designadd Me^I,not desgnermustveffi Me applicaGliry b devgn paremetersand pr ,. M9xoNarere Mlsdesi0^ era m avorall a truss system. Before use, Me designer aprewvalidforuseoNyv4Mebuddingesiverify huiMeg eedp,fire nlbrecing MiTek' edis rails possible personal Injury property damage. Earaener4l guidance and I Ma recal.8radngiMtratndistopreventhuNishofossilepersssraebuM/acperdmembmae.Forgeneregeilanco for stability and prevent 's ehvado brachoose 89 . .sent a on and s, If Oualiry GReda.OSBAp andaCSl BuIldlnBComponenr defrvery,efmmTies eecare,Sesae 5ast vtl. dra,VAANSIVA Rafts ailafe. 1 N.nd Salary In/armaean available Imm Tmss Rob InsaWte.21a N. Lee BVeel, suite 312, Alexandria, VA 22314. Selfalefy0nforadon Tampa. L36610e Tampa. FL a6610 Job Tress Truss Type Oty Ply PAULLUCAS T20154995 75156 D5 HIP 2 1 Job Reference (optional) Chambers Tress, Inc., Fort Pierce, FL 0.1 6.00 12 5.6 = 5.6 = 6 7 8.330 s Mar 232020 MiTek Industries, Inc. Thu May 7 07:55:18 2020 4.8 3.00 12 Sae = 3.4 II 3a5 -3-1-0a326-390-0770.1 175 Srite 2fi-0 -12 1 6-e Scale =1:72A Plate Offsets IX Y)- [2:0-1-14 Edge] [4:0-3-0Edge] [6:0.3-0 D-2-0) P:0-3-0.0-2-01. [9:0-2-13.Edgel. [14:0-64,0-2-81 LOADING (psQ SPACING- 2-0.0 C51.=DEFin (Ioc) I/deft L/dT PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66.43 17-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93.8317-18 >565 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.80.43 11 rile n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS.54 17-18 >864 240 Weight: 218 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-B-0, 11=M-0 Max Ho¢ 2=387(LC 10) Max Uplift 2=944(LC 12). 11=-944(LC 12) Max Grav 2=1551(LC 1), 11=1551(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-7-2 oc pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at nudpl 5.16, 8-15 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 2-3=4771/2760, 3-5=4066/2371, 5-6=2092M469, 6-7=4815/1377, 7-8=-2106/1429, 8-10=-2281/1514, 10-11=-2760/1677 BOT CHORD 2-18=2316/4417, 17-18=2328/4438, 16-17=1742/3621, 15-16=-759/1793, 14-15=1075/2062, 13-14=-1344/2407, 11-13-1344/2407 WEBS 3-17=708/528, 5-17=1004/2152, 5-16=2417/1395, 6-1fi=fi45/900, 7-15=374/580, 8-15=370/363, 10-14=-532/346,10-13=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf. h=17ft; B=45ft; L=24fl; eave=5ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interfor(1)1-0-0 to 19-". Exemor(2)19-0-0 to 24-2-15, Interior(1) 24-2-15 to 41-M zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip 130E=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Bearing aljoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacay of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9441b uplift at joint 2 and SU lb uplift at joint 11. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Ne.53081 MiTek USA, Inc. FL Carl 6634 6904 Parke East Slid. Tampa FL 33010 Date: May 7,2020 ®WARNING- Verity design parameters and READ NOTES ON IRIS AND INCLUU£DMBEK REFERENCE PACE W7473 mv. IMM15 BEFORE USE Design world for use only wit MilrekO connecters. Us design Is based aNy upon parameters shown, and Is for an Individual bustling component, not a buss system. Before use, the building designer must verify to applicability of design parameters and properly incoriarate tis design into to overall buckling tress members only. Additbnel tempamry and permanent lomong MiTek' bulldingdesign. Braung Indicated is to prevent ofindlvidual web anworchord is always required forstabilily and to prevantmHe,. wit possel personal Injury and property damage. Forgenemlguidanmregandingte fabrlmGOn,ate..ga, cases, mestaiand trading of Weaas and bats eyabm9, ase ANSg7P11 qusiny cereals, DSB49 and Beat Building Campono.1 69M Parke East Blvd. Sa esitnformagon avaaable hem Tess Plate InseMe, 2f 6 N. Lee Street, Suite 3f2, Alexandria, VA 22314. Tampa, K 36SIO SPECIAL T20154996 I axe = 6.00 12 rso a 3.00 12 Sx6 = 3.4 3x5 4x6 6-}10 1&&0 146-0 26-&0 32-6.12 39-I}0 6-9.10 6-10-6 1 5.10-0 7 O 6-1, 2 6-5� Scale=1:70.6 Plate Offsets (X,Y)- r2:0-2-3,Edge1, r2:0-1-14,Edgel, 14:0.3-O,Edgel, T13:0-54,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Irdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) -0.40 15-16 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.7915-16 >595 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.41 10 n/a n/a BCDL 10.0 Corte FBC2017rrP12014 Matrix -MS Wind(LL) 0.50 15-16 >932 240 Weight: 208111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=D.8-0, 10=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 1Row at midpt 5-14. 6-14, 7-14 Max Harz 2=395(LC 10) Max Uplift 2- 944(LC 12). 10=944(LC 12) Max Grav 2=1551(LC 1). 10=1551(LC 1) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-4786/2681, 3-5=4070/2297, 5-6=2059/1383, 6-7=-2078/1348, 7-9=-2287/1468, 9-10=2756/1623 BOT CHORD 2-16=-2233/4464, 15-16=-2248/4482, 14-15=173IM706, 13-14=1028/2068, 12-13=1296/2404, 10-12=-1296/2404 WEBS 3-15=7461558, 5-15=953/2124, 5-14=2471/1343, E74=856/1448, 7-14=404/378, 9-13=-521/343, 9-12=0/259 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=17ft; B=45ft; L=24111; eavei Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0. Interior(1)1-0-0 to 19-6-0, Extedor(2)19-6-0 to 22-6-0, Interior(1) 22-6-0 to 41-0-0 zone;G-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 6t between the bottom chord and any other members. 5) Bearing at joint(s) 2 Considers parallel to grain value using ANSIrTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connec0on (by others) of truss to bearing plate Capable of withstanding 944111 uplift at joint 2 and 944111 uplift at Joint 10. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53651 Mnok USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610 Data: May 7,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE P41IA473 nee Ifee" E REFOREOSE Design valid for use only with Wake connectors. This design Is based only upon parameters shown, and Is form Initiated building component, not a truss system. Before usa, the building designer must very 0a applicability of design parameters and property Incorporate this design Into the overall among Indicated is buckling Individual truss web mayor chord membere only. Additional temporary and pmmaneat being MITOIK buildingdesign. to prevent of is always mmubed (a, stebil ty.nd to prevent collapse with possible personal Injury and property damage. Forgenemi guidance e,armag the hesitation, storage, degm ,erection and bdng of Reasons and truss systems, see ANSIRPH Quality Catede. DSaa9 end It Building Component 6904 Parka East GA. sesetylnformaaon avaaablm from Truss Plate Insetu e, 218 N. Lee Street. Suite 312. Alexandria. VA22314. Tampa. FL 36610 Job Truss Truss Type cry Ply PAULLUCAS T20154997 75156 D7 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Mar 23 2020 Ml Industries, Inc. Thu May 7 07:55:24 2020 Page i ID:OdbDUOxOxbNJ05JhiggghWzHu T-Kk45MKIaJpgsGYlZubbJE3efgFdv28MJzGU54zlyR1 2-40-0 6-11 I I 1960 26-0 2 I 4438-0 2.0 8-6d0 66-0 1112 &20-0-0 t �1 5x6 = 6.00 12 3x4 = 5x6 = 5 25 26 6 27 28 7 oxA 1r 3DO 12 y„e 3x4 I = 3x5 = Axe i 6-&11 i 3-2-12 i M11 i 6&&-0 1910.00 27-2-0 FFt2 al scale-1:72.4 Plate Offsets (%Y}- (2:0-2-3 Edael (2:0.1-14 Edgel 13:0-3.0 Edge] 15:0-0-00-2-81 [7:0-3-0 0.2-01 19:0-3-0Edae] LOADING (psi) SPACING- 2-D-0 CSI. DEFL in (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) -0.39 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(CT) -0.7715-16 >610 240 SCLL 0.0 ' Rep Stress Inns YES WB 0.96 Horz(CT) 0.39 10 n/a n/a BCDL 10.0 Code FBC201777PI2014 Matrix -MS Wind(LL) 0.49 15-16 >955 240 Weight: 199 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 20 SP No.3 REACTIONS. (size) 2=0.8.0,10=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc puains. BOTCHORD Rigid ceiling directly applied or 4-5-4 Do bracing. Max Horz 2=276(LC 10) Max Uplift 2- 944(LC 12). 10=-944(LC 12) Max Grdv 2=1551(LC 1). 10=1551(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-0=-4783/3070, 4-5=4067/2575, 5-6=3864/2567, 6-7=-2994/2137, 7-8=-2262/1628, 8-10=-2751/1840 BOT CHORD 2-16=2602/4351, 15-16=2617/4370, 14-15=1726/3099, 13-14=-1132/2035, 12-13=14942400, 10-12=1494/2400 WEBS 4-15=-760/632,5-15=-804/1486, 6-15=514/1105, 6-14=-882/655, 7-14=-766/1293, 8-13=5931477, 8-12=0258 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-4.2pst BCDL=3.Opsf; hi7ft; B=45ft; L=24ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (direcdonal) and C-C Exledor(2) -2-04) to 1-0-0, Interior(1) 1-0-D to 13-0-0, Exledor(2)13-0-0 to 17-2-15, Interior(1) 17-2-15 to 26.0-0, Exterior(2) 26-0-0 to 30-2-15, Interior(1) 30-2-15 to 41-0.0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap 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 nonconcumenl 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) Bearing atjoint(s) 2 Considers parallel to grain value using ANSI/Tot 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 944lb uplift atjoint 2 and 9441b uplift at joint 10. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63661 kill USA, Inc. FL Cart 6634 6904 Parke East END. Tampa FL 33610 Data: May 7,2020 ® WARNING -W rily doaien parameter, and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MO-7473 mv. 1M03Qef S BEFORE USE Design valid far use only with MiTekO Aonnedors. This design Is based Arty upon pam rc am ehcwn, and a far en individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and pmpedy intercepts Nis design into the overall building design. Bull Indicated is to budding of morainal Wss web amber chord members only. Additional ka,sbary and Permanent bracing -•� MiTeW plants l..hi inquiredpar alebgity and lA prevent Cali with possible persmnl Injury and prepedytlamage. Forgenemlguidancersoancingthe fabnmlion.stings. delivm.,mrsicn end scong ofbusses and pubs systems,sea ANSVi Quality CNmda, DSB-0g end BCS1 Building Component 6904 pain East wind Sateryfnformadon avagadafmm Tmss AaslnshW ,218N.Lea SlreeLSUW312,Nexandda,VA22314. Tampa. FL 36610 T20154998 Girder Scale =1:17.0 4x4 4 3x4 II Plate Offsets (X,Y)— rl:04-6.0-1-91 LOADING (par) SPACING- 2-0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.07 3-5 >892 360 MT20 2441190 TCDL 7.0 Lumber DOL. 1.25 BC 0.97 Val(CT) -0.12 3-5 >487 240 BOLL 0.0 ' Rep Stress Ina NO WB 0.00 Hom(CT) 0.00 3 Na 1118 BCDL 10.0 Code FBC20ITTPI2014 Matdx-MP Wind(LL) 0.09 3-5 >630 240 Weight: 231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=0.8-0,3=Mechanical Max Hom 1=134(LC 21) Max Uplift 1=306(LC 8), 3=-543(LC 8) Magi 1=606(LC 1), 3=910(LC 1) FORCES. (lb)-Max.Comp./Maz. Ten. -All forces 250(Ib) or less except when shown Structural wood sheathing directly applied or 5-D-0 0o puffins. except end verticals. Rigid ceiling directly applied or 3-5-4 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl.. GCpi=0.1$ MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load noncencunent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306111 uplift at joint 1 and 5431b uplift at joint 3. 6) Use USP HUS26 (With 14-16d nails Into Girder 8 6-16d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect trusses) to back face of bottom chord. 7) Fill all nail holes where hanger is in Contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increaseiii Uniform Loads (plo Vert: 1-2=64, 1-3=20 Concentrated Loads (lb) Vert: 6=-578(B) 7=580(B) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NoM$61 MiTek USA, Inc: FL Cad 8834 6904 Padre East Blvd. Tampa FL 33610 Date: May 7,2020 ®WARWNG. Verity design Dissensions and READ NOTES ON MIS AND INCLUDED UKEKREFERENCE PAGE 111IId473me. f6V9rz915 BEFORE USE. Design veto for use only with Mnti connectors. This design Is based only upon pamme[em shown, and is for an Individual budding component, not a Coss system. Before use, the builEing designer must verify the applicability of design parameters and properly Inco,po tte this assign Into the overall buildingdesign. Bracing indicated is to bucklingaf Individual Imes web andforchoN members only. Adtlltional temporary and peonanent bracing MiTek' prevent Is always required for stability and l prevent cases. will pcssibte ptran al Injury and prcpedy damage. Far genera gulden. regarding le fabrication. dregs,delivery, erection and bating of names and bass; systems, see ANSYTNI Duality Cared., DSBA9 and BCal Bugding Component 6904 Parke East Blvd. Serey Inkrmadan available farm Tmaa Plate Institute, 218 N. Lee Sol Suite 312, Aerandaa, VA 22314. Tampa, R 36610 Job Truss Truss Type Oty Ply PAULLUCAS r T20154999 I75156 GRA ROOF SPECIAL GIRDER 1 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Mar 23 2020 MiTek Industries. Inc. Thu May 7 07:55:27 2020 Scale=1:43.0 4x5 = 3x4 = [1tj II 0xa = [%a II 1. — axru II ]a0 = HUS26 Spada) 4-0-0 12-0 11-0-0 742-0 18-0-12 "1 221-0 4-4-0 &9-12 3.2-0 2-10-0 2-2-12 7-0 50 0 Plate Offsets (X Y)— f7:0-5-4 0-2-01 f8:0-9-12 0.2-11, fl l:0-40 0-3-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (too) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) -0.16 14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert -0.30 14 >886 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.24 14 >999 240 Weight: 112 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'Excapt' 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hoa 2=187(LC 24) Max Uplift 2=809(LC 8). 8=-1242(LC 8) Max Gmv 2=1190(LC 1), 8=1724(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10.11 oc purling. BOT CHORD Rigid ceiling directly applied or 5-2-12 o a bracing. FORCES. (III -Max. Comp./Max. Ten. -All tomes 250(Ib) or less except when shown. TOP CHORD 2-3=-1850/1063, 3-0=-1789/1144, 4-5=1807/1165, 56=2947/1941, 6-7=-2944/1938, 7-8=-3298/2199 BOT CHORD 2-14=778/1596, 13-14=-778/1596, 12-13=-1714/2941, 11-12=-1718/2947, 10-11=1846/2993, 8-10=-1787/2900 WEBS 4-13=-814/1302,5-13=-1763/1203,5-12=288/320,7-10=-771/1140,7-11=767/826, 6-11-272/277 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=4.2psh BCDL=3.Opsf: h=17tt; B=45ft; L=24ft; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonxhncunent 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 3-64 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 Ib uplift at Joint 2 and 1242 to uplift a[Joint B. 7) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent at 16-4-12 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 225 lb down and 319 Ib up at 17-0-0 on top chord, and 143 lb down and 164 lb up at 16.11-4 on bottom chord. The design/selection of such connection devices) 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 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S.Magid PE NO53681 MiTek USA, Ina, FL Cent 6634 6904 Padre Beet Blvd, Tampa FL 33810 Data: May 7,2020 ®WARNING-VeroydealgnParametersand READ NOTES ON THIS AND INCLUDED MITER REFERENCEPAGEM11-7473ne,feN3RO13BEFOREUSE. �■�' Oeslgn valid for use only with Mii connecters. This design Is based only upon correction shown, and Is for an individual building component, not p`.�,■�g a truss system. Before use, the bulking dealgner must veriy Ne applicability of design parameters and pmpedy Incorporate this design Into Ne overall temporary and MiTek' buildingdesign. End, lndloated is to prevent buckling of Individual truss web end/or chord members anly.Additional psornmeM6mang is allays required forstabilivand to prevent mllapse with possible personal Injury and propeM damage. Forgenenlguida eser,atdingthe fabdratoo.staage,delivery,erecon and bnang of Wsses antl Wss systems.see ANSI assflry CHbda, DSBA end SCSI Building Component 69M Parke East Blvd. Sarorylnformahon avaaada hoe Tmsa Plate toshWle, 279 N. Lee Sheet, Bulb 312. Nexantlde, VA 22314. Tampa. 9. Seem SPECIAL GIRDER T20154999 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 14iiii 4-5=54, 5.7iii 7-9=54, 8-15=-20 Concentrated Loads (lb) Vert: 7=-119(F) 10=61(F) 22=890(F) ® WARNING -Ved/ydesi➢rparameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE P10-7413me 1=32015BEFORE USE. ®• Design valid fa use only An MiTe't®connectors. This design is based only upon parameters Shown, and Is for an individual bulling component, net Oy� M a buss system. Before use, the building deSlgner must verify no applicability of daalgn parameters entl properly Incorporate this design into the overall building design. Baring indicated is to prevent budding of individual bliss web dasher chord members only. Additional temporary and gemstone bradog M)Teke Is award ra9uiredfor stability and to prevent collapse with possible persmlal Injury and property damage. ForgenensgukancamgaNingne fabrication, storage, del'lmry,:mdon and among ofbsa uas and Buse systems,see ANSIi Duality Carol,DSB419 and BCSI Building Component 6904 Parke Fast Blvd. Sahrylnlolmatlen evailadfrem Tmss PlateI.SbUrl,218N.Lee SbeeLSuite312,Nl.r da,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAS T20155000 75156 GRAB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Mar 23 2020 MiTek Industries, Inc. Thu May 7 07:55:29 2020 Scale=1:33.1 40 - AM = 3.9-0 7-0.0 s-0.0 12-&12 I 1B-q-0 1 .94 3-2-12 2-0-0 3-2-12 3-9-4 Plate Offsets (X,Y)- f4:0-2-0.0-2-41 15:0-2-0.0-2-01 LOADING (psi) SPACING- 2-0.0 CSI. DEFL in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Chip DOL 1.25 TC 0,35 VerULL) -0.14 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ved(CT) -0.22 9-10 >881 240 BCLL 0.0 ' Rep Stress [nor NO We 0.25 Ho2(CT) .0.04 7 n/a n/a BCDL 10.0 Code FBC20177rP12014 Mamx-MS Wind(LL) 0.1812-13 >999 240 Weight: 73lb FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4.11-3 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling direc0y applied or 5-5-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Hoa 2=166(LC 7) Max Uplift 2=1281(LC 8), 7=-1281(LC 8) Max Gray 2=1244(LC 1).7=1244(LC 1) FORCES. (lb)-Max.Camp./Man. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-2017/2127, 34=1965/2199, 4-5=1778/2047, 5-6=-1965/2199, 6-7=-2017/2127 BOT CHORD 2-13=-1739/1751, 12-13=-1739/1751, 10-12=-1769/1778, 9-10=-1737/1751, 7-9=-1737/1751 WEBS 4-12=-794/668,5-10=-794/668 NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf, BCDL=3.Opsf; 1-17ft; B=45ft; L=24ft; eaee=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate 91 DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of Buss to bearing plate Capable of withstanding 1281 Ib uplift at joint 2 and 1281 Ib uplift This item has been atjoint 7. electronically signed and 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 1831b down and 2091b up at sealed b Magid, Michael, PE y g 7.0-0, and 183 Ito down and 209 lb up at 9-4-0 on top chord, and 520 Ito down and 791 to up at 7-0.0, and 520 Up down and 791 to Signature. up at 9.3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, using a Digital 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead • Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-4=-54, 4-5=54, 5.8=-54, 14-17=-20 on any electronic copies. Concentrated Loads (lb) Michael S. Magid PE No.63681 Vert: 4=-12(F) 5=12(F) 12=-520(F) 1 0=-520(F) MiTek USA, Inc. FL Cent 6634 9904 Parke'Eaet Blvd. Tampa FL 33610 Date; May 7,2020 ®WARNING.venrydealgn parameters aM READ Hardy ON THIS AND INCLUDED MITEN REFERENCE PAGEI111J03mv. 10,10Y2O15BEFORE USE. Design valid for use only with MITek®connectors. This design le based only upon parameters shown, and Is for an IndlvWuW Dulding oemapnent, not a was system. Before use, the building designer must way, the applicability of design pammetem and pmpedy ines porxte this design Into rue overall bNking design. Mean, lndlected is to prevent buckling of Individual miss web Wellor chord members only. Additional temporary and permanent bracing MiTeW Is phases required foraUbaity and to prevent collapsewim passible personal injury and property damage. Forgenereguldancerapmdi,g Me fabdra0on, atmage, tlelivery,ereGon antl bretlng of Wsses erW yuss systems,sea ANSgIPIr Duality Criteda, DaBA9and BCSIBulding Component 6904 Parke Fast Blvd. Sareylardernmen ines.11e from Truss Plat InaUM.218 N. Lee Sbe d. SOW 312. AWcWmma, VA 23314. Tampa, FL 36610 T20155001 SPECIAL GIRDER 11 1 1 5.6 = 6.00 12 7.BMT18HS = 7XBMTISHS 3,00 = 5n8 MT18HS WB = 4n9 = 5 6 8 9 10 3 30 32 33 7 2 �1 23 22 21 20 19 34 18 1735 36 16 37 15 4n5 = 4x8 = 5xe1vi'I = 3.5 = 6x8 = 5x12MT18HS WB = Scale=1:72.4 11 � 1213Ig n 14 5x10 J S94 11-0-0 iS0-0 I 19-3-14 I 2111 Z7-12 32-0.0 35-2-12 1 3.111 Sce s.z1z an-n a.3na a-z-z a-za a.114 a.z-iz a-s4 Plate Offsets(%Y)- [7:0-0-0Edge] [70:D-4-120-24] [12:D-3-70-3-0) 115:0-3-8030] [22:0-1-80-1-81 LOADING (pan SPACING- 2-0-0 CSI. DEFL in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(ILL) 1.04 18-19 >449 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.9818-19 >480 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WE 1.00 Horz(CT) -0.25 12 nla n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight: 216 it, FT=20h LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3'Exoni 4-22: 2x4 SP M 30 OTHERS 2x4 SP No.3 WEDGE Right. 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=239(LC 7) Max Uplift 2=1654(1_C 8), 12=-2703(LC 8) Max Graff 2=2048(LC 1), 12=2773(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6­5 do puffins. BOT CHORD Rigid ceiling directly applied or 2-10-7 oc bracing. WEBS 1 Row at midpt 5-22, 9-15 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3870/3023, 34=3474/2922, 4-5=3435/2924, 56=5833/5112, 6-8=-7005/6740, 8.9=-6394/6344, 9-10=4851/4910, 10-11=5347/5349, 11-12=-5386/5265 BOT CHORD 2-23=2521/3405, 22-23=252113405. 20-22=4803/5803, 19-20=-581816656, 18-19=-5818/6656, 16-18=-646217005, 15-16=-6066/6394, 14-15=454314763. 12-14=454314763 WEBS 3-22=-527/323, 4-22=-2374/2775, 5-22=-3684/3365, 5.20=-78W799, 6-20=116911317, 6-18=-1330/678, 8-18=-230/441,8-16=803/520, 9-16=-1101/1184, 9.15=-2026/1882, 10-15=2195/2158 NOTES- Continued on page 2 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=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf an 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 of withstanding 165416 uplift at joint 2 and 27031b uplift at joint 12. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1061b down and 961b up at 22-14, 109 Ito down and 1021b up at 23-114, 109 lb down and 102 Ile up at 25-114, 109 IS down and 102 lb up at 27-114. and 109 go down and 102 lb up at 29-114. and 183 lb down and 2091b up at 32-0-0 on top chord, and 2871b down and 4091b up at 22-14, 277 Ito dawn and 378 lb up at 23-114. 277 lb down and 3781b up at 25-114, 2771b down and 378 lb up at 27-11-4. and 277 to down and 378 ID up at 29-114, and bzu ID down and 79i ID up or a i-1 i-a on bottom chord. inn uesiymbeincumr m suu, This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nc.53661 61iTelf USA, I= FL Cad 6634 6994 Parke East Blvd. Tampa FL 33010 Date: May 7,2020 ®WARNING -Verify deal,. parxmerers end READ NOTES ON MIS AND INCLUDEDMITEN REFERENCEPAGEINX7479rev. 10iO3,2015 wiP REUSE. Design valid for use only with MiTeks9 connectors. We design is based only upon parameters shown, and is loser, Individual bustling component, not WE a truss system. Before use, the building designer must verity 0e applicablifl y of design parameters and properly Incorsorate We daslgn Into the oveall buildingdeslgn. Bracing Indicated is to prevent buckling of Ndlvidual Wss web envier chord members only. Additional tempoary and Pmmanent bracing MiT®IC is always required for stabliy and to prevent col with passible personal Injury and pmpeM damage. Forgeneml guldonce regarding the fabricawn, storage. delivery, erection and bradrg of trusses and truss systems, we ANSM11 DueIlry CNterla, DSad, and BCSl assuring Component 6904 Parke East Blvd. se ery lnakeed. on mneeNe from Truss Plate lulnutq 218 N. Lee Street, Saw 312. Alesandda, VA 22314. Tempa,FL 36510 Job Truss Truss Type City Ply PAUL LUCAS T20155001 75156 GRID ROOF SPECIAL GIRDER 1 1 Job Reference (ootiona0 Chambers Truss, Inc., Fort Pierce, FL 8.330 a Mar 23 2020 MTek Industries, Inc. Thu May 7 07:55:31 2020 Page 2 ID:OdbDUOxQxbNJ05Jhigggh WzHuAT-rA7kgkNzfzYsW3voZDzOYOpu3_pBJghwYSLpAzlyOw NOTES- 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 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-5=54, 5-10=54, 10-13=-54, 24-27=20 Concentrated Loads (lb) Vert: 10=12(1`) 16=277(1`) 9=42(F) 15=-520(F) 30=39(F) 31 =42(F) 32=42(F) 33-02(F) 34=287(1`) 35=-277(F) 36=277(F) 37=277(F) ® WARNING. V aydeelgnparamelersJnd READ NOTES ON THISANDINCLUDMWMREFERENCEAAGEfHL7473m¢ 1"MWISREFOREUSE Deagn valid Wow i nyw,N MTeAb empaMrs. U's deep is based only upon parameters shown, and is for an bdivitlual bolding mmponen4 not a muss i stem.Before use, Ne building designer iwetvedy Ne epplicebnityofdesgn parsmeens and properly ircoryerafle Nis design Into No overall among indicated is to doividual Vass webaMlorchortl members". A4dUnaltempomyaMpemranentbmd9 M(TeW buildingdesign. preventbuiddrg is always requred for stabiliyaM to prevent couapeewiN passible personal injury and properly damage. ForgonerW guidanceregarding the fabwron,storage,delivery, eaction and trades ofpaeses and pass system, we ANSUIP110uatM Crifeda, Di ad BC51 Building Component 6904 Parke Fast Blvd. Saferybilormadon amiable from Tress Plate Institute,218 N. Lee Uri suite 312, Nevendea, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAS T20155002 75156 GRK HIP GIRDER 1 ak G Job Reference (Optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Mar 232020 MiTek Industries, Inc. Thu May 7 07:55:33 2020 Pagel ID:OdbDUO%OxbNJ05Jhigggh WzHuAT-ZSTVFPPDBaoamDHv_FR5zWD2tgKfPL_NsxSu3zlyOu -2-00 3-0-0 7-0-0 9-0-0 13-0-0 1641-0 2-0-0 343-0 44ro 24 O 4.0.0 a-o-0 4x8 = 4x5 = 5 28 Scale=1:31.1 6.00 12 ass = 7 3x5 = 4 3 8 203.4 5x12 Mi18Ha 13 12 Sz12 MT18HB I 9 2s3 II 3x4 = lg 10 3xII 3.4 II 3x4 = &0-0 e7 2 9-0.D 13.0-0 1is _' 3-0-0 4-00 2-0.0 4-0.0 3-0-0 Plate Offsets (X,V)- [2:0-2-0,Edge], [4:0-0-14,0-1-12], [5:0-5-4,0-2-0], [7:0-0-14,0-1-12], [8:0-1-4,0.0.0], [9:0-2-O,Edge], [11:0-1-12,0-1-12j, [11:0-4A,0-7-9], [14:0-0-8,D-7-91, [14:0-1-12,0-1-121 LOADING (pso SPACING- 2-0-0 CS]. DEFL in (too) I/deg L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.2411-12 >807 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.87 VerUCT) -0.4511-12 >427 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress lncr NO WB 0.23 Horz(CT) 0.31 9 n/a r/a BCDL 10.0 Code FBC2017/7PI2014 Mabix-MS Wnd(LL) 0.35 11-12 >547 240 Weight: 1411Is FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0.8-0, 2=0-8-0 Max Hom 2=159(LC 7) Max Uplift 9=646(1_C 8), 2=-822(LC 8) Max Greg 9=1119(LC 30), 2=1226(LC 29) BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 cc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 as bracing: 11-12 FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250(Ib) orless except when shown. TOP CHORD 3-20=1659/918, 3-0=3378/1801, 4-5=2818/1624, 5-6=2614/1597, 6-7=2816/1650, 7-8=-0387/1877, 8-9=1742/1031 BOT CHORD 2-15=626/1273, 14-15=-126/292, 3-14=729/1359, 13-14=1350/2632, 12-13=1373/2685, 11-12=1379/2569, 8-11=760/1374, 10-11=156/306, 9-10=734/1276 WEBS 5-13=423/921, 6-12=427/917, 4-14=-506/1238, 7-11=543/1288 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3') nails as follows: Top chards connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 raw at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to dishibute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psg BCDL=3.Opsf, h=17ft; B=45ft; L=24M eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 8)' 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. 9) Provide mechanical connecllon (by others) of truss to bearing plate capable of withstanding 6461b uplift at joint 9 and 8221b uplift at joint 2. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)1581to dawn and 2261b up at 7-0-0, and 158 Ib down and 2261b up at 9-0-0 an top chord, and 504 lb down and 301 Its up at 7.0-0, and 5041b down and 301 Its up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASES) Standard This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Micheef 8, Magid PE No:53681 MiTek USA, Inc. FL Carl 6934 6904 Parke East Blvd. Tampa FL 33610 Date: May 7,2020 ®WARNING. Vary design paramerera and READ NOTES ON THIS AND INCLUDEDAMENREFERENCE PAGE M/1-0473me 140=01SEEFOREUSE Design valid Wow only wllh NvTe s)oonne sers. This design Is based osyupon parameters shows , and Is for an Inuisced W9tling component not ��' a Inns system Before use, the Wilding designer must verly the appliwbtity of design peraM metersa,puxertyl000tpoate Ussdesgn me Ne overall Bradt, iMicated is 0 hunkers dindwidual Wss web aMln rl,wtl members Wy. PDdNonal@mpweryanewunnentbmdng MiTek' Wikirgdesign. prevent is always required forstablityaM to pmvenlootapsewM possible persgttal Injury and pmpedY damage. Fa general guidance mgmtling Om fabrication. Storage. deliwry, suresen and bating of Unions and miss systems, we ANSM11 Duality Cdfeds, 0SS-89 and BCS1 Building Component 6904 Palle Fast Blvd. Sa]erylnformation unstable from Truss Rate Institute, 218 N. Lee Street, Butte 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty=optional) T20155002 75158 GRK HIP GIRDER 1 Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, M- 54,6-9=-54, 15-19=-20, 11-14=20, 10-16=-20 Concentrated Loads (Ib) Vert: 5=-59(F) 6=59(F) 13=-440(F) 12=-440(F) ®WARNING -Verlly Design valid for use or a auto 'stem. Bare. buiking design. Bma le eWe,.guimd rat: rabri alion, storage, dl Barely Information a Me a.33u a Mar zi zezV MI I ok maualries, inc. Thu May / waaaY mco Faye a ID:OdbDUOnQzbNJO5JhlggghWzHuAT-1 fhtSlQryuwRT4oUThngeA2OoHOZOsb7cWhOQVzlyQt ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10,012015 BEFORE USE. members Ale.mrla, Component MiTek' 69M Perko East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAB T20155003 75156 GRP HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.aoo s mar co cum n l I en Inuubuiu , mc. Scale=171.2 5x8MT18HS = 3x5 = 6.00 12 4 34 35 5 36 37 4x8 = 3xB 4.6 = 3.4 II 5x8 = 38 6 7 39 840 41 9 10 'NN PON i h 24 23 42 43 22 21 44 45 46 20 47 48 19 49 18 5x8MT18HS II 14 3x8 3x4 II 3x6 II 6.8 = = 6x8 = 6x12 = 3xd II 3.4 II 3x5 = axis II 3-9-4 7-QO 12-6-3 17-i Q11 23-0-0 26-0-0 2&0.0 32-QO 36-0-0 3QQ0 3-na a-nn 3.n.n Plate Offsets (X Y)— [2'0-2-9 0-1-81 [4U-5-8 0-2-4] [6:0-3-8 0-2-0] [10:0-6-0 0-2-8] h 5:0-4-0 0-0-0] 11T0-2-0 0-2-4] 120:0-3-8 0,3-01 [22:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.53 Ven(LL) 0.42 22-23 >666 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Veg(CT) .0.30 22-23 >938 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) .0.11 19 US DID BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 2051b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -Except' 9-18,14-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 4-22,5-20,6-19: 2x4 SP M 30, 8-19: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 19=0-8-0 Max Horz 2=166(1_13 6) Max Uplift 2=2089(LC 8), 12=-442(LC 32), 19=3612(LC 8) Max Grav 2=1693(LC 17), 12=592(LC 14), 19=3611(LC 1) BRACING. TOP CHORD Structural woad sheathing directly applied at 4.0-14 Be parties, BOTCHORD Rigid ceiling directly applied or 3-6.2 oc bracing. Except: 6-0-0 oc bracing: 15-16 WEBS 1Row at mullet 6-19,10-17 FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3031/3685, 3­4=2999/3754; 4.5=2916/3783, 5.6=-1546/2495, 6-8=.1177/1758, 8-9=-13D3/1641, 9-10=-1298/1623, 10-1 1=-832/378,11-12=.598/310 BOT CHORD 2-24=-3189/2664, 23-24=-3189/2664, 22-23=-3239/2704, 20-22=-3683/2916, 19-20=-2564/1546, 9-17=-306/268, 16-17=-273/791, 15-16=-279/779, 11-15=299/602, 12-14=-121/396 WEBS 4-23=12301961,4-22=-652/337,5-22=857/775, 5-20=-1728/1825, 6-20=-2094/1828, 6-19=3663/4107, 8-19=-503/161, 17-19=-1726/1405, 8-17=318/682, 10-17=1493/962, 10-16=23/271 NOTES- Continued on page 2 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=17ft; B=45ft; L=24ft; eeve=5ft; Cat. This Item has been II; Exp C; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water pending. Sealed by Magid, Michael, PE 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. using a Digital Signature. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 2089 he uplift at joint 2, 4421b uplift at signed and sealed and the joint 12 and 3612 He uplift at joint 19. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated loads) 183 lb down and 2091b up at I nature must be verified signature 7-0-0. 109111 down and 102111 up at 9-0-12, 109111 down and 102111 up at 11-0-12, 1091b down and 102111 up at 13-0-12, 1091b on any electronic copies. down and 102 he up at 15.0-12, 109 Ito down and 1021b up at 17-0-12, 109 lb down and 1021b up at 19-0-12, and 109111 down and Michael Si Magid PE No43661 102 lb up at 21-0-12, and 106111 down and 96 lb up at 22-10-12 on top chord, and 5201b down and 695 lb up at 7.0-0, 277 Ito down MiTek USA, Inc. FL Cart 6694 and 338111 up at 9-0-12, 2771b down and 338 lb up at 11-0-12, 2771b down and 338111 up at 13-0-12. 277111 down and 338111 up 0904 Parke East Blvd. Tampa FL 33610 at 15-0-72, 277111 down and 3381b up at 17-0-12, 277111 down and 338111 up at 19-G-12, and 277111 down and 338 lb up at Date: 21-0-12, and 287 lb down and 381111 up at 22-10-12 on bottom chord. The design/selection of such connection device(s) is the May 7,2020 responsibility of others. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEx REFERENCE PAGE 1,1II-)4]9 rev. 100=01S BEFORE USE. w Design valid for use only writ MITek9 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a Wss system. safe. use, the building designer moat verify the applicability of design parameters and properly incorporate this design Into the overall Add6bnal temporary and bracing We[( building design.. Bracing indicated is to prevent buckling of indNidual bass web andlor chord members only. permanent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance meaning the coal storage. delivery, erection and bracing of muses and truss systems,see ANSgrPIf DuAfy CdMrb,DSB-89 and SCSI Building Component �.m r.,a.,.. ....Hari. ham Truss Plata Ironton. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 69N Parka East Slid. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20156003 75156 GRP HIP GIRDER 1 1 �PAULLIJCAS Job Reference (optlane0 Chambers Truss, Imr, Fort Pierce, FL 8.330 s Mar 23 2020 MTek Industries, Inc. Thu May 7 07:55:36 2020 Page 2 ID:OdbDUOzOKbNJ05JhiggghWZHUAT-zipdtRR5UVA9iOKsb6p8jb8k34hJsdNO3gA6VOzly0r LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 4-10=54, 10-13=-54, 18-25=20, 15-17=20, 14-31=-20 Concentrated Loads (to) Vert; 4=12(B)7=42(B)23=-520(B)34=42(B)35=42(B)36=42(B)37=42(B)38=42(B)39=42(B)40=39(B)42=-277(B)43=277(B)44=-277(B)45=277(B) 46=-277(B) 47=277(B) 48=-277(B) 49=-287(B) ®WARNair-Ven'/y design parameters aMREAD NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE 1I11-74I3rev. laVIVU15 BEFORE USE. Design valid for use erdy with NLTekOwnnedgre This design Is based oNy upon pa2meters shown, and is im an in iJEual binding omnponenl nm �r p` a Wss system. Before use,lhe budding designer mustverify Me appilrablityof fieugn parameters all Wind, iwrpgrste the design trig the overall buildingdesign. Bmdng!Wd tedislopreventbuck ofindMdual WssweboMorchordmem me ly. Addidowllemporzryand Pemanentbadng WOW is allays regubed forsWVilityaM to prevent selageewph possible peremal Injury and pmpeMdamage. Far genets guidance regandeg the bdm hdon,sW.g..d-1wry,erestien and bradng of tresses and unis systems,see ANSVIR110ualiy Creeds, DSg g end BCS1 Budding Component Safety lnformadnn avanable from Tmss Plate Institute, 218 N. Lea Street. evils 312. Alexandra. VA 2z314. Se04 Palle Fast get. Temps, FL 3W10 Job Truss Truss Type Oty Ply T20155004 75156 A JACK -OPEN 14 1 �PAULIUCAS Job Reference (optional) Gnambera I MSS, Inc., Fort Pierce, FL 8.330 a Mar 23 2020 MiTek Industries, Inc. Thu May 7 07:55:40 2020 Scale =1:9.5 LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=10echanical, 2=0-8-0, 4=Mechanical Max Harz 2=111(LC 12) Max Uplift 3=-27(LC 1), 2=-357(LC 12),4=46(LC 1) Max Gran, 3=64(LC 12). 2=254(LC 1),4=101(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Stnlctural wood sheathing directly applied or 1-0-0 on pudins. 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.Ops1; h=17ft; 13=4511; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and fight 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 nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for bass to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3, 3571la uplift at joint 2 and 46 he uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NoASS81 MiTek USA, Inc. FL Celt 9634 6904 Parke East BNB. Tampa FL 33810 Date: May 7,2020 ®WARNING- VMIy CesiBapacametels ano READNOITS ON THIS ANDINCLUD£D MITEKREFEAENCEPAGEMB-7473. 144032015 BUOREUSE Design valid for use orly Wan MITek® connectors. Tlds design Is based pNy upon parameters shovm, and istman INJiWual taidi,g ComepnenL not ��• a buss system. Before use, the build',ng dodgnermuslvedythe applicability oldesgn pa2meters and properly ixomo site Ws design Intothe overall buildirgdaegn. SmcinglMiraWISWpre budd0gofhdMdud WssvrebeMlwchmtlmembemWy. Additionaltempourryandpermanentbrecing MTeW isakraya required forslabJiy and to prevent rollapse vmh posvble personal injury and property damage. For general guidance regaNing are land®Tian, swa8e,delivery,erection antl Waring of WsseseM W595yslems,sea ANSM11 carrot, 6Nteda, DSBA9 and SCSI Building Component 6gD4 Parke Fssl Blvtl. Sa/etylnfoNnagon avagabla form Toss Pieta In il".. 218 N. Lee street, SNte 312. AMumar a, VA 22314. Tampa. FL 36610 Jab Truss Truss Type Oty Ply PAULLUCAB T20155005 75166 J3 JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Mar 232020 MiTek Industries, Inc. Thu May 7 07:55.44 2020 Page 1 • ID:OdbDUOxCnibNJOSJhiggghWzHuAT-kaHfZAX7bzBOgdZP3ny01 HT11JawkQhbv46YmNzy01 -2-D-0 3-0-0 2-M 3-0-0 Scale=1:14.6 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) beef L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber COL. 1.25 BC 0.23 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We me BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 131b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0.8-0, 4=Mechanical Max Hom 2=165(LC 12) Max Uplift 3=-50(LC 12). 2=-313(LC 12). 4=43(LC 9) Max Grow 3=53(LC 17), 2=253(LC 1).4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsh h=17ft; B=45ft; L=24ft; save=oft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0.0, Intedor(1) 1-0-0 to 2-11-4zone; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.gpsf on the bottom chord in all areas where a rectangle 3-6i0 tall by 2-0-0 wide will 6t 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 50 lb uplift at joint 3, 313 lb uplift at joint 2 and 43 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NolUtil MiTek USA, Inc. FL Cart 6634 6304 Parke East Blvd. Tampa FL 33610 Date: May 7,2020 ®WARNING- Variydesignpvata e. and READ NOTES ON MIS ANDINCLUDED MIrEKREFERENCEP4GEN117473mv. 10,113R015 BEFOREUSE seasse Design valid far use or yvntb 64Tak®coMecbrs.Tbts design is based oNyapon parameters Wwms and is fares 1Mlvidual Wtdug componeaL not a bass system. Before use, the buldig designer aniuverythe applicability oftlesgn parsmeten and poperly incohpaale Ws tlesgn media overall Bracing iMtrated A to buckling individual truss web easier chord members ant, AddilionaltemprraryeM,ximelentbrming MiTek' buikliWdeaign. prevent of is always required forstabliyaM to prevent wAapts iN possible pmarW Injury and diameter damage. Fargenealguidancena,mengthe fabrication. storage. delivery, ealtion and baring ofwssas and mass systems,see ANSITIPH Duality Ctgede, DS"9 an✓eCSl Building Component 6904 Parke East Blvd. Sateylntotmadmi evadable horn Truss Plate Instled, 216 N. Lee Street. Suite 312, Alexandra, VA22314. Temps, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAS T20155006 75156 J5 JACK -OPEN 9 1 Job Reference (optional) Chambers Truss, Inc., Fan Pierce, FL 8.330 a Mar 23 2020 MiTek Industries. Inc. Thu Mav 7 07:55:45 2020 Scale=1:19.5 Plate Offsets (X Y)z [2:0-5-00-0.4] LOADING (pso SPACING. 2-0-0 CS]. DEFL in (fee) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ved(LL) 0.13 4.7 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Ved(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 ma ads BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 1916 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP NO3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=220(LC 12) Max Uplift 3=121(LC 12). 2=-353(LC 12), 4=79(LC 9) Max Grav 3=112(LC 17), 2=313(LC 1), 4=84(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forms 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-7.8 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=171t; B=45ft; L=24ft; eave=oft; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Imerior(1)1-0-0 to 4-114 zone; parch 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 nonconcunent 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 chard and any other members. 4) Refer to girders) for truss to truss connections. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 3, 353 I6 uplift at joint 2 and 79 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael Sr Magid PE No33661 MTek USA, Inc. FL Cod 6634 9904 Parke Eaet Blvd. Tampa FL 33810 Date: May 7,2020 ® WARNING -Verity design parameters aMREAO NOTES ON THIS AND INCLUDED AVTSKREFER£NCE PAGE 11I1d473 me 1e9Y3a1SBEf RUSE Oasign vatid Issued onlymlh MTek®cmmectors. This design Is based ordy upon parameters Shown, and is for an LWividual budding cantonment, not a truss system. Before use, Me budding devgnermuslvenfyche applicability of design parameters and property pxorysmbs misdeegn into Me awrdli butOrVaesgn. Bmdng indicated into bucMing dindindual truss web andlorchord members Only. AddNonalkmpmaryanapennanentbracing MiTek' prevent is allays regained for stabiiiryaritl to prevent mdaFsawith passible personal Injury and property damage. Fagenerdl guldanm regrading the labnoadon, etomge,delivery, ereefion and beading of busses, and truss situates, see ANSVTPI1 Quality CiTodo, DS"9 end SCSI Building Component 6904 Parke East BIW. Safatylnfurmadon ava1at4e from Truss Plate hobtute,6le N. Lea Street, Suite 312, Aleaandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAUL LUCAS T20155007 75156 J7 JACK -OPEN 15 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL d.33U S Mar232UZU MIIeK In0U5Vles, Inc. I nu Scale: 113"=1' LOADING (psf) SPACING- 2-0-0 CS]. DEFIL in (too) Videll Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.32 Ven(LL) 0.24 6-9 >345 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 6-9 >663 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Hom(CT) -0.00 2 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 30 He FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=10echanical, 2=0-8-0, 6=Mechanical Max Ho¢ 2=275(LC 12) Max Uplift 4=50(1-0 3), 2=-400(LC 12). 6=358(1-13 12) Max Grad 4=62(LC 9), 2=373(LC 1), 6=297(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BOT CHORD 2-6=285/131 WEBS 3-6=299/651 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 6-11-4 zone; parch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 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 5l between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift aljoint 4, 4001b uplift at joint 2 and 3581b uplift at joint 6. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael & Magid PE No.53661 fill USA, Inc, FL Can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: May 7,2020 ®WARNING-Ve /yd Ig paona and READ NOTES ON MIS AND INCLUDED Al REFERENCE PAGE 1411-7473re1 10ro3R0168EFOREUSE. Desgnvaid foruser onlywtn liffekar cogrodoes. Thisdesign lsbased onlyuponpa2metem Shown and Isforan individual building component, not �• a base systl Beforeuse,thebuilding desgner must verify the applicability of design parametersenl property Incorporate this design into theoverall building design. ending Indicated is to prevent buckling of individual truss web arklor chord members only. Additional temporary and permanent bracing p�1 Mew Is always required for stability and to prevent Collapse with possible personal Injury and property damage. Forgersodgulrtenceregardingthe recreation, stetage,deliver, ereCmed and bracing oftrusses and Voss systems, see ANSUIPB DuaIlty Creole, MB49 and SCSI Building Component Safety ln/ormad id available tram Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandra, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City PlyPAULLUCAS T20155008 75156 117 JACK -OPEN 2 1 Job Reference (optional) ChambersTruss, Inc., Pod Pierce, FL 3x6 = 8.330 a Mar 23 2020 MTek Industries, Inc. Thu May 7 07:55:47 2020 Page 1 ID:OdbDUOxOxbNJ05JhiggghWzHuAT-BgmBCa7uuZbX4H_kwVjfw5eUWYBxkR2b2KCOFzlyOg .,.. I'd Scale-1:22.9 Plate Offsets (X Y)— [1:0-5-e 0-0.81 LOADING (pso SPACING- 2-0-0 C51. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.26 5-0 >314 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Verl -0.13 5-8 s640 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.19 Horz(CT) -0.00 1 rule nta BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 27lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical, 5=Mechanical Max Horz 1=191(LC 12) Max Uplift 1=221(LC 12), 3=-44(LC 3), 5=389(LC 12) Max Grav 1=250(LC 1).3=60(LC 12). 5=307(LC 1) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250(I1b) or less except when shown. BOTCHORD 1-5=322/136 WEBS 2-5=273/647 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 De bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh, h=17ft; 3=4511; L=24ft; eave=oft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-114 zone; parch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 3) This truss has been designed fora 10.0 par bottom chord live lead noncencument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 221 Ill uplift at joint 1, 441b uplift at joint 3 and 3891b uplift atjoint 5. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S, Magid PE No.53601 MTTek USA, Inc. FL Con 6634 6SO4 Parke East Blvd. Tampa FL 33610 Data: May 7,2020 ®WARMNG-✓wiry designpuamefers and READ NOTES ON MIS AND INCLUDED AUTEK REFERENCE PAGE MX7473 me 1"W2015 BEFORE USE valid for use only MM MTekli cOMetltls. 7rhus coup Is boadi only upon pardnlelem shoot. and Is for an Individual budding egnlpMenl, not MR, a truss system. Beare use, Me budding designer must verify Me applicability afdesige over elem and properly Nsoryorae No design or. Me ovem0 Smp wmban wclwrdmembemmly. MdiWna empwaryandpennanentbmdng MiTeW buiWingdeagn. gMdi tedlsmpmwntbuW ngofindMduatU is always naMood for stability and to prevent callapse with possible personal Injury and ympeny tlamage. Fwgeneral guldarxa regading Me fabrication, stom9e.delivery.eredian end Hating of Wsaes and Wss systems,sea ANSMPll Quality CrHeda, DS"9 and SCSI Building Component 6904 Panne Fast BIW. salery InhormaUan avadaNe fmm Tmw Plata hns0l .218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 720155009 75156 JC3 JACK -OPEN 4 1 �PAUILUCAS Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FL 8.330 a Mar 23 2020 MRek Industries, Inc. Thu May 7 07:55:48 2020 f Scale =1:14.6 Plate Offsets (X,Y)- (2:0-D-4,Edpel. f3:0-1-12,0-0-141. 13:0-1-8,0-1-8L 16:0-0-0,0-1-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Veri -0.00 7-10 >999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 7-10 >999 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.02 Hoa(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(L-) -0.01 7-10 >999 240 Weight: 151b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=165(LC 12) Max Uplift 4=35(LC 9). 2=-255(LC 12) Max Grew, 4=80(LC 17), 2=253(LC 1), 5=8(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-0to 1h0. Interior(1) 1-0-0 to 2-11-4 zone;C-C for members and forces 8 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 nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to begging plate capable of withstanding 351b uplift at joint and 265 Is uplift at joint 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No43681 MiTek USA, Inc. FL Cad 6634 6907 Parka East Blvd. Tampa FL 33910 Data: May 7,2020 ® WARNING- Vedtydeslpn1..ovx and READ NOTES ON THISAND INCLUDED MDEK REFERENOEPAGE140.7473ray. 14VVL2015BEFORE USE Design valid forums odywiM MITek®comeclom. This dasign Is Immediacy upon pa.atem shown, and is Won inalmdual budding component not a Wss system. Before use, the budding designer muslvenfylha eppliatllyof design parameters and Popady incorporate INS design bso the malt bulding design. Breding indialed Is to ofmcmduat "as webaMlachoN members only. AAtlNonL@mmmgaw pernmentbmdng ;� WGIC pinnenlbuc,ling Is allays m4ulmd fwstabdity all to pmvent a0apaewwh Xo tale personal injury and pmpery damage. FmgenerelguidancemgarGlgthe fabnabon. stamge,delivery, erection and trading of susses and Wee systems, see ANSWPH Duality Cdtede, DSB­89 and SCSI BuBdIng Component 6904 Parke East Blvd. sareylnfarmadon available from Truss Plate Institute, 218 N. Lea Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAS T20165010 75156 JCS JACK -OPEN 4 1 Job Reference (optional) Chambers Truss, Inc., Foll Pierre, FL 8.330 a Mar 23 2020 MiTek Industries, Inc. Thu May 7 07:55:49 2020 Scale-1:19.5 Plate Offsets (X,Y) - [2;0-04,Edue], [3:0.2d,0-3-0], [6:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Ifdell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.94 Ved(LL) -0.02 6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Ved(CT) -0.03 6 >999 240 BOLL 0.0 Rep Stross Incr YES WB 0.00 Hom(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MR Wind(LL) 0.04 6 >999 240 Weight: 2116 FT=20% LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=220(LC 12) Max Uplift 4=73(LC 12), 2=-255(LC 12), 5=23(LC 12) Max Grav 4=98(LC 17). 2=313(LC 1).5=81(LC 3) FORCES. (III -Max. Comp/Max. Ten. - Aft forces 250 Ob) or less except when shown. SNACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pulling. 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=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0.0 to 1-0-0, Interior(1)1-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 par bottom chord live load nonconcunent with any otherlive 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 73 to uplift at joint 4, 2551b uplift at joint 2 and 23 lb uplift at joint 5. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE N043681 MRall USA, Inc. FL Cad 6634 9904 Parka Fact Blvd. Tampa FL 33610 Date: May 7,2020 ® WARNING -Veritydesign paramO vs and READ NOTES ON THIS AND INCLUDED MIT£x REFERENCE PAGE MIIA477mv.1bDYA015BEFORE USE. Design valid for use only wim Ni ccnnectom. Time design is based only upon parameters shown, and Is for an Individual building component, not �` a buss system. Before bed, the building designer must verity the applicability of design pammetem and properly incomprate Nis design Into the overall Bmdng hWionted is to budding of individual WAS web endlor chord members only. Additional temporary and permanent brad, MiTek' building design. prevent Is allays required forstabuity And A prevent collapse with possible personal Injury and property damage. Forganemlgukencon,mmingtho fabrication,storage, tlelivary, areceonend Mating of Wsms antl Wss sysbms.cea ANSUTPN Duality Concede, DS"9 and SCSI Building Component 69M Palle Easl Blvd. Seretylnfurmadon ava3adefrem Tmss Flats1.6W ,218N.Lee S"re 1,Suite312,Alexendd..VA22316. Tampa. FL 36610 Job Truss Truss Type Ory Ply PAUL LUCAS T20155011 75156 JC7 JACK -OPEN 2 1 Job Reference, (optional) ChambersTruss, Ina., Fort Pierce, FL 5 8.330 s Mar 232020 MITek Industries. Inc. Thu Mav 7 07:55:50 2020 14 Scale: 12". Plate Offsets (X Y) - 12:0-2-100-1-81 13:0-4-0 0-2-91 LOADING (psQ SPACING- 2-0-0 csi. DEFL in (lot) 1/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.44 Ved(LL) -0.08 6 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.16 6 >516 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.10 5 me n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MR Wind(LL) 0.17 6 >477 240 Weight: 311b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3'Excepr 3-5: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Hom 2=275(LC 12) Max Uplift 4=112(LC 12), 2=-271(LC 12), 5=50(LC 12) Max Gmv 4=126(LC 17), 2=382(LC 1). 5=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied Or 6-D-0 cc putting. BOTCHORD Rigid ceiling directly applied or 6-0-0 oo bracing. NOTES- 1) Wind: ASIDE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpi=D.18; MWFRS (directional) and C-C Exterior(2) -2-M to 1-0-0, Interior(l)1-0-0 to 6-11-4 zone;C-C for members and forces 8 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 fall 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 1121b uplift at joint 4, 271 lb uplift at joint 2 and 50 lb uplift at joint 5. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S, Magid PE No.53681 Milrok USA, Inc. FL Cad 6634 6904 Forks East Blvd, Tampa FL 33610 Date: May 7,2020 ® WARNING. Verilydosign paramelwa and READ NOTES ON MIS AND INCLUDEDMITE6 REP£RENCEPAGE rA14747eaev. 10403,2015EEMIZE USE. Design valid foruse only win MITeM oorrectars: This design bossed pry upon pammeters shown, and Is Toren Individual built ing.compmenq not a buss system. Before use, the building designer ..it verity the applicability of design parameters and property mobrommte this design Into the overall is buckling Individual must web and/or chord members only. Additional temporary and permanent uniting ; 7' MITek• buiidingdeslgn. gracing indicated W prevent of is always required for stablity and to prevent mAapse with unable personal Injury and property damaga. Fmgenemlguidamiam ongthe fabiradon, stpnige. tlelNery,erecem and badtg of Wssee and truss systems,see ANSIMPll Quadly Drives. Di and BCSl Building component 6904 Parka East Blvd. sakryrnlonnStum avaH.U.I. Truss Mete InstU., 218 N. Lee Seeet, Smta 31& Aleaandria, VA 22314. Tampa, FL 36610 Job Truss Type cry Ply PAUL LUCAS K [1�,ss`FSPECIAL 2 1 Job Reference (optional_ . Chambers Truss, Inc., Fort Pierce, FL Axe = 8.330 s Mar 23 2020 MTek Industries, Inc. Thu May 7 07:55:51 2020 Scale =1:30.4 Plate Offsets (X,Y)— (3:0-7-12,0.1-8), (5:0-7-12,0-1-8), (8:0-3-0,0.0-01, (10:0-3-0.0-m1 LOADING (psp SPACING- 2-0-0 CSI. DEFL in (fee) Udell L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.43 Vert(LL) -0.27 8-9 >706 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -0.52 8-9 >371 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Hoa(CT) 0.31 6 We n/a BCDL 10.0 Cade FBC2017frP12014 Mabix-MS Wind(LL) 0.38 8.9 >509 240 Weight: 67 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'Excep1' 10-11,7-8: 2x4 SP No.3, 3-5: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=177(LC 11) Max Uplift 6112). 2=-489(LC 12) Max Gray 6=585(LC 1), 2=707(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5.11-7 oc pudins. BOT CHORD Rigid ceiling directly applied or2-2-0 oc bracing. Except: 9-2-0 oc bracing: 8-9 FORCES. (lb)-Max.Comp./Man. Ton. - All forces 250(lb) or less except when shown. TOP CHORD 3-16=-1002f700, 3-4=-1117f738, 4-5=-11151763, 5-6=-1082/841 BOT CHORD 2-11=-573/878, 10-11=­448/748, 3-10=-3601767, 9-10=-608/970, 8-9=-508/970, 5-8=3401747,7-8=-580/816,6-7=-696/936 WEBS 4.9=254/537, 3-11=976/624, 5-7=-1047/776 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsF h=17ft; B=45ft; L=24ft: eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2)-2-D-0 to 1-0-0. Interior(1)1-0.0 to 8-0-0, Exlerior(2) 8-0-0 to 11-0-0, Intedor(1) 11.0-0 to 16-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 313 lb uplift at joint 6 and 48916 uplift at joint 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S, Magid FE No.53661 MTok USA, Inc. FL Cud 6634 6904 Parke Ent BNd. Tampa FL 33910 Dahl: May 7,2020 ®wABNING-VerirgdeslgnAarametersand BEAD NOrESONTHIS AND INCLUDED a ITCKREFERENCEPAGEaf14i473mv. 10Nd2014BEFORE USE. Call, valid ter V6e Only W1111 MITak®OJnne6l0R. TIII64eslgn Is based enly Veen exameNua 61mWn, and Is for an individual thdaing COmpOnent, net a truss system. Before use, the building designer must verify the applicability of design parameters and property incorym a this indent Into the overall Bracing Indicated is W buckling of lndivldual teas web andlcr chord members only. Addilonaltampturaryand,amernmentionacIng `� -•Y�' MiTek- buildingdesign. prevent Isarwaysrequired for stability and toprevent mllapsa with possible personal Injury and property damage. ForgenersiguManceregaNing0m fabdraticn, storage, delivery, erection and among ofpusse9 and puss systems. end ANS917I1 Dually Crrood, DSII andBCSl Bullring Component 6904 paIXe East Blvd. Sefetylnfomna ion available from Tmss Palo IdstIIute, 218 N. Lee Spread, Suite 312. Alexandria. VAR314. Tampa, R 36610 Job Truss Truss Type Ory, Ply T20155013 75156 KJS DIAGONAL HIP GIRDER 1 1 �PAULLUCAS Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Mar 23 2020 MITek Industries, Inc. Thu May 7 07:55:53 2020 B^iIBRFb] LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.21 4-7 >404 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.24 4-7 >353 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 2616 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-15,4=Mechanical Max Hom 2=219(LC 8) Max Uplift 3=143(LC 8), 2=-052(LC 8), 4=58(LC 5) Max Grav 3=158(LC 28), 2=508(LC 28), 4=110(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=760mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=170; B=35fl; L=24ft; eave=4fl; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurent 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 1431b uplift at joint 3, 452 lb uplift at joint 2 and 5816 uplift at joint 4. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 1381b down and 103 Ib up at 1-6-1, 138 lb down and 1031b up at 1-6-1, and 36 lb down and 68 lb up at 4-4-0. and 361b down and 681b up at 4-4-0 on top chord , and 97 Ib down and 75 Its up at 1-6-1, 97 lb down and 75 to up at 1-6-1, and 15 lb down and 52 Ib up at 4-0-0, and 15 lb down and 5216 up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=20 Concentrated Loads (lb) Vert: 8=49(F=25,13=25)10=70(F=35,B=35)11=4(F=2,B=2) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Na53851 M7ek USA, Inc. FL Cart 6634 8904 Parka EastElvd. Tampa FL 33610 Date: May 7,2020 ®WARNING-Vwiy designparammersand READNOTES ON THIS AND INCLUDEDMUEK REFERENCEPAGE NM17479m¢ fee04015 BEFORE USE Design valid for use orly with MneW connWoW. TNs design is based only upon patemeters shown, a o isfor en irdivduet W acing component not a truss system. Belara use, Ibe budding designer muslveriry Ne applimbilByINtlesgn parzmaters all ptepedy ir¢orporale Nis design Nte Ne gverdll building design. BmcinglMipkd isbptevent budiing INintlMdual Wss webaMlw dwrd teembers poly. AdONonal temporary all permanentbmdng MiTek' Is allays meuired for stability all to prevent wllapsewiN possible perserial Injury and pmperrydammge. Fw generalguidancem.rdrg the fabdaaan, slgmge, tlalivery,amc0w end bmdrg of Wsses antl Wea systems,see ANSUIP11 Oualiy CNferia, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safetylofo rmidon avadaNe item Tmss Plate Instibde, 218 N. Lea SM,ot, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 720155014 75156 KJ7 DIAGONAL HIP GIRDER 4 1 �PAULLUCAS Job Reference o Lionel Chambers Truss, Inc, Fort Pierce, FL 8.330 s Mar 23 2020 MTek Industries, Inc. Thu May 7 07:55:54 2020 Page 1 ID:OdbDUO.QxbNJ05JhlggghWzHuAT-RVuRfbfOFISbl9JKeu7MROtsALzL4uy4CdX37LzlyOZ B?0f-lirfi v lO , Plate Offsets (X Y) - 12:0-0.9 Edoej LOADING (pat) SPACING- 2-0.0 CSI. DEFL in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Van(CT) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.27 Hom(CT) -0.01 5 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 441b FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 6-0-0 Oc puriins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=274(LC 8) Max Uplift 4=143(1_10 8), 2=-679(LC 8), 5=-384(LC 8) Max Grey 4=131(LC 1). 2=555(LC 28), 5=273(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(to) or less except when shown. TOP CHORD 2-3=589/684 BOTCHORD 2-7=748/529, 6-7=748/529 WEBS 3-7=259/244, 3-6=574/811 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0ps0 h=17ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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 1431b uplift at joint 4, 6791b uplift at joint 2 and 38416 uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated loggia) 138lb down and 103lb up at This item has been 1$1, 1381b down and 103lb up at 1-6-1, 36 to down and 681b up at 44-0, 36lb down and 6810 up at 44-0, and 66lb down and electronically signed and 148 lb up at 7-1-15, and 661b dawn and 148 lb up at 7-1-15 on lop chord, and 153 lb down and 7516 up at 1-6-1. 153lb down and sealed b Magid, Michael, PE y g 751b up at 1-6-1, 15 lb down and 5 Ill up at 1 1 , 151b down and 51b up at 4 1 , and 351b down and 3716 up at 7-1-15, and 35 using a Digital Signature. Ib down and 3716 up at 7-1-15 on bottom chord. The designfselection of such connection devices) 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). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (pif) Vert:1-4=-54, 5-8=20 on any electronic copies. Concentrated Loads (fig) Michael S. Magid PE No.53081 Vert: 11=49(F=25, B=25) 13=-68(F=-34, B=-34) 14=70(F=35, B=35) 15=4(F=2, B=2) 16=44(F=-22, B=-22) fATek USA, Inc. FL Cad 6634 6904 Paden East Blvd. Tampa FL 33610 Date: May 7,2020 sawaa ®WARNING. vNlty design parameters and READ NOTES ON MIS AND INCLUDED a117EKRE£ERENCE PAGE 140-7473mv. 1410MISB£FOREUSE an[Design valid forced ontwith MTek!)coro ts. This design le based oNY upon pars.d..shown, and is fann Individual bu0diegm gddw.trapt a puss system. Bebwe use. the building designer mustvany Ne applicabtiy of design parameterm anal property i�ryomte Us design had the overall building design. Bmangindcated is toprevenlbuckNgofindiMilinl Wss web aMtordoNmambersmJy. Addilionallempamryandparrisenlbacing Mi7ek' Is also, retuned forstabd,y and to prevent corapsewith passible"ordial injury and prupedydamage. ForgeneralguidancereparNtgthe fabnotion, stoage,delivery, eteNon and bmdng dfWssew s end ss systems, see ANSI?PH Dosage Called., DS"9end Beat Building Comparators 6904 Parka East BIM. Saletp Information owed a srom Truss Plate InstAirs,218 N. Lea Street, suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply PAULLUCAS T20155015 75156 KJC7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Mar 23 2020 MRek Industries, Inc. Thu May 7 07:55:65 2020 -6-6 b-3 1-70- 2-% T112 6-10-6 2-8-3 2-11-11 2 Scale =1:24.3 Plate Offsets (X,Y)- f2;0-0-5,Edgel, f4:0-2-12,0-5-41, f10:D-0-0,0-1-121, fl l:Edge.0-2-01 LOADING (pi SPACING- 2-0-0 CSI. DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 11 -958 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.16 11 >723 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.29 Hom(CT) 0.06 7 me n/a BCDL 10.0 Code FBC20171TPI2014 Malrix-MS Weight: 491to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 130 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanica1, 2=0-10-15, 7=Mechanical Max Holt 2=274(LC 8) Max Uplift 6=69(LC 24), 2=474(LC 8), 7=203(LC 8) Max Gmv 6=59(LC 17), 2=699(LC 28), 7-040(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1115/186, 3-4=1427/577, 4-5=926/364 BOT CHORD 2-12=-274/869, 11-12=-262/853, 10-11=82/270, 4.10=-73/257, 9-10=-879/2123, 8-9=-427/856 WEBS 3-12=-260/153,4-9=-1289/458,5-9=-166/494, 5-8=-976/487, 3-10=-474/769 Structural wood sheathing directly applied or 6-0-0 0o purling. Rigid ceiling directly applied or 10-0-0 oc bracing, Except 7-9-10 oc bracing: 9-10. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=178; B=4511; L=240: eave=oft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.80 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 girders) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 6, 474 Ib uplift at Joint 2 and 2031b uplift at Joint 7. 6) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated loatl(s) 136 lb dawn and 1031b up at 1-6-1. 138 lb down and 10311, up at 1-6-1. 140 lb down and 58lb up at 4-4-0, 140 lb dawn and 581b up at 44-0, and 131 Ib down and 98 Ib up at 7-1-15, and 131 lb down and 98 I6 up at 7-1-15 on top chord, and 97111 down and 751b up at 1-6-1. 97lb down and 751b up at 1-6-1, at 4-0-7. and 56 to down and 40 lb up at 7-1-15, and 561b down and 40 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (IIII) Vert: 1-6=-54, 11-13=20, 7-10i Concentrated Loads (lb) Vert: 4=-34(F=17, 13=17) 9=-91(F=-45, B=-45) 5=-26(F=-13, B=13) 16=49(F=2$ B=25) 17=70(F=35, B=35) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53661 MiTok USA, Inc. FL Cart 6034 9904 Parke East Blvd. Tampa FL 31610 D310: May 7,2020 A WARNING- yedly design Parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE e111-7473 rev. 100M015 BEFORE USE. Design word for use only with MiTeMS connectors. This design is based Say upon parameters shown, and Is for an Individual Wilding componen4 not e buss system. Before use, the building tlesigner muatverify 1be epplicaNllry of design parameters antl propery Incorporate this design Into the overall buiidingdesgn. Bracing hdlrated is to prevent buckling ofeciddual bass web andeachord members only. Methanol temporary and permanent bracing WGIC Is always required for stability and to prevent ooeapse with poski personal injury and property damage. For general guidance regaNing the fabriration, slerage,delivery, erection and houses of basses and "as systems, we ANSVIR11 Qua01y, Chrods,DSB-89 ande= Building Component 6904 Parke East Blvd. safety Information evadable been Tmss Plate Insgbne, 218 N. Lea Sheet, suite 312. monsoons, VA 22314. Tampa. FL 36610 Job Truss Truss Type Cy Ply PAUL LUCAS T20155016 75166 MV2 Valley 3 1 Job Reference (optional) ChambersTruss, Inc., Fort Pierce, FL 3.4 i 8.330 s Mar 232020 MTek Industries, Inc. Thu May 7 07:55:56 2020 Pagel ID:OdbDUO.QxbNJ05Jhigggh WzHuAT-OuOB4HheneiJ6TrimJAgXpzG78jsYsfNgxOACDzlyOX LOADING (psi) SPACING- 2-0-0 CS1. DEFL in (loc) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ved(LL) n/a - n/a 999 TCDL 7.0 Lumber COL 1.25 BC 0.03 Vett(CT) - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0n/a .00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=38(LC 12) Max Uplift 1-19(LC 12), 2=-42(LC 12) Max Gmv 1=51(LC 1), 2=42(LC 17), 3=28(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -All foxes 250(Ib) or less except when shown. Scale =1:7.8 PLATES GRIP MT20 244/190 Weight: 51b FT = 20 BRACING. TOPCHORD Structural wood sheathing directly applied or 2-0.0 oc purins. BOT CHORD Rigid ceiling directly applied or 1G-M ac bracing. NOTES- 1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsh h=1711; B-0511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directions]) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This "as has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 4) -This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 Considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint 1 and 421to uplift at joint 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Miehael S. Magid PE No.53681 MiTek USA Inc. FL Cad 66M 6904 Padre East eNd, Tampa FL 33810 Data: May 7,2020 ®WARNING.Vertfy dealgnparaaceems and READ NOTES ON THIS AND INCLUDED MITEK REFE9ENCEPAGEMI 7473 mv. 10T12a1S BEFORE USE. Design valid for use only with MiTeW conneclors. This deslgn is based only upon parameters shown, and Is for an individual budding Component, not �- a "as system. Before use, Me building designer must vent' 0e applicability of design parameters and properly Incorporate this design Into the overall Additional temporary and bracing MiTek' buildingdeelgn. among lMlrated is b prevent buckling of Individual Wss web andlor chord members only. permanent is always required for stability and to prevent Collapse W M possible personal injury and property damage. For gener4 guidanCo ragaNing the fabrication. storage,delivery, erection and bracing of Missing and truss systems. sea ANSVTPII Quality Creole, D58,d9 and BCSI Building Component 6904 Parka East Elvd. Sahylnlarmrrion ava9ablekom Tmss Pletel tMb,218N.Leestreet,Suite312.M.ndda,VAR314. Tampa,FL 36610 Job Truss Tress Type PAULLUCAB T20155017 75156 MV4 Valley �Qty 2 �Piy 1 Job Reference (optional) cnamoeM buss, Inc., Von 1,18 , VL 3x4 i ti s mar zd zuzu mu as moutaries, Inc. mu may I ul:oo:ot zuzu rage r ID:OdbDUOxOxbNJOSJhlggghWzHuAT-OuDB4HheneiJeTTimJAgXpzAVBggYsfNgxOACDzlyOX 3.4 II 2 3 scale=1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TIC 0.50 Ved(LL) Na - rda 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 We We BCDL 10.0 Code FBC2017/TP12014 Metrix-P Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0.0, 3=4-0-0 Max Herz 1=89(LC 12) Max Uplift 1=44(LC 12), 3=4d8(LC 12) Max Grew 1=120(LC 1), 3=130(LC 17) FORCES. (Ib)-Max.Comp./Max. Ton. -All forces 250(I1h) or less except when shown Structural wood sheathing directly applied or 4.0.0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerlor(2) zone;C.0 for member: and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M wide will 8t between the bottom chord and any other members. 5) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 44111 uplift at joint 1 and 881b uplift at Joint 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Michael$. Magid PE No.53661 MiTek USA, Inc: FL Cad 6634 6904 padre East Blvd. Tampa FL 33610 Data: May 7,2020 WARMING -Vadydesr➢n Parameters and READ Notes ON Mine AND INCLUDED turner REFERENCE PAGE ho-7472 rev. 14,11 1a BEF01ri Design valid foruse only wit MITeW wrrixons. This design Is based only upon parametere shown, and is for an individual building component, not a Wss system. Before use, the building designer ..at vsdfy the applicability of design parameters and ampedy Incorporate this design Into Me overall BratngIncluded istobucklingoflndividualtmssmaand/or More members only. Accounts! temporeryand permanentbmdng MiTek" buildingdeslgn. prevent is ahvays required for stability and to prevent all wire obsolete Whooml injury and property damage. ForgenerelgdbenceregaNi,gthe labrieduon, slomge,delivery, aretlien and besting of busses and buss systems, sea ANSgzP/l Cuba,Crimea, Dar"9 and Best Building Compbnenl 61 Parke East BIM. Szrelyforembr on dialects tram Tress Piam Ineutde,218 N.Lee steel, Suite 312, Nexandda. VA22314. Tampa. 1 36610 Job Truss Truss Type Oty Ply PAUL LUCAS T20155018 75156 P HIP 1 1 Job Reference (optional ..,,e,,,w<,> 5.. ro„ Pin-, FL 6.530 s Mar Aa 2020 musk industries, Inc. Inu may I urba:ad zuzu rage s ID:OdbDUOxOxbNJOSJhigggh WzHuAT-KGByVyivIGy1 Lmd5tkCICE2 WdyGCOZPI7FVHH6ziy0v 1S0.8-00 116-620 22-i -0228-0-0 30-0-0 I I33Q 2-0.0 Q4000 3O-0 4-0-0 -0 0.0.00 91-QO Santa = 1:71.2 3.4 = 5x6 = 3x6 = 412 = 3x4 II Sx6 = en 4 30 31 5 6 7 32 8 9 3x4 3 29 33 10 28 34 g 16 14 11 I4 15 1214 21 20 19 18 17 4x4 3x6 = 3x6 = 4.4 = See = 3x4 11 4M1n 1n.9.n 9In 6x6 J 13 3x4 II 3x5 = 9.0.0 7-2-0 17-2-0 12-8-0 4-0.0 6-0.0 3.0-0 Plate Offsets (X Y)- [2:0-2-9 0.1491 [4:0-3-0 0-2-01 [9:0.6-0 0-2-81 [74:0-3-8 0-2-0) f14:0.0-13 0.1-9]ry6:0-2-00-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) I/defl LJd PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.46 Ved(LL) 0.35 21-24 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.62 Ved(CT) -0.26 21-24 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.88 Horz(CT) 0.05 11 We rda BCDL 10.0 Code FBC2017ITPI2014 Matrix -MS Weight: 2171b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except- 8-17,10-13:2x4 SP No.3 WEBS 2x4 SP No.3'Except' 7-18: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 18=0-0-0 Max Horz 2=203(LC 10) Max Uplift 2=980(LC 12), 11=309(LC 12), 18=1524(LC 12) Max Grav 2=822(LC 21), 11=382(LC 18), 18=2011(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or B-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. WEBS 1 Row at midpt 7-19 FORCES. (Ib)-Max.Comp./Max. Ten. -All forms 250(Ib) or less except when shown. TOP CHORD 2-3=1104/1904, 3-0=903fl784, 4.5=772/1638, 5-7�462/1245, 7-8=-687/933, 8-9=684/925, 9-10=277/324, 10.11=347/117 BOT CHORD 2-21=-1535/946, 19-21=-848/462, 18-19=1131/1077, 15-16=-249/478, 14-15=3241967, 11-13=-18/259 WEBS 3-21=263/457, 4-21=584/204, 5-21=-096/515, 5-19=708f718, 7-19=-2067/1554, 7-18=1425f1473, 16-18=1169/1076, 7-16=-61/359, 9-16=935f738, 9-15=28/305, 10.15=1159/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=15ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to i-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9-0-0to 13-2-15, Interior(l) 13-2.15 to 30-0-0, Exteriar(2) 30-0-0 to 34.2-15, Interior(1) 34-2-15 to 41-0.0 zone; porch left ezposed;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 3-6i0 tell by 2-0-0 wide will fit between the bottom chord and any other members. B) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 980 to uplift at joint 2, 309 IS uplift at joint 11 and 1524111 uplift at joint 18. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NoM661 MITok USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Data: May 7,2020 ®WARNING -Vedydasias Parameters and READ NOTES ON MIS AND INCLUDED MITEN REFERENCEPAGEMIIJ00mv. faN3QefSBEFOREUSE ., Deegnv Id(museoNOMMMITek®mme.TblsdesgnIsbasedoNyuponpaametemsbown,a isforaniMividuNbuddingmmponenLnot a new evened. Before use, Vre building desperevenveriy Me applirabliyaldesgn parameters and popedy inomarate Otis design OR Me orrand buildingdesign. Bm6nglrtllmledlstopmvntbud gofiAMdualbusswebaMlmcbadmembemmly. AddiOonaltemporuyandpemanentbadng MOW Is always requiredfor stabiliy and to prevent maapse WM possible personal Injury and prepady damage. ForgenerelguldanmregaNingthe fabdmlion, storage. delivery, easken and bmdng of Wsses and Wss systems, see ANSVrPN quality Cdferia,DSB-80 and SCSI Building Complaint 6904 Parke East BIM. Smey Inrormadon available from Tress Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type CryPly PAUL LUCAB T20155019 75156 P1 HIP 1 1 Job Reference (optional) unamoers cuss, me., non Pierce, hL o.aou s mar Av xv4v mu en muusmea, mu. au may Scale=1:71.2 Sxe 3x4 II 5xB MT18HS = = 3.6 = 4x10 = 3.4 I 4 31 56 732 8 9 6.00 12 3x4 i 30 33 3 10 29 34 2 6 14 11 y 15 6x8 = 1219 22 21 20 36 19 18 175xe = 13 3.5 = 3.4 1 3x6 = 4x8 = 6x8 = 3.4 II 4-4 = 3.4 II 3x5 = 3x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20177rP12014 CS1. TC 0.42 BC 0.74 WB 0.55 Matrix -MS DEFL Ved(LL) Ved(CT) Horz(CT) Wind(LL) in (lac) Vdefi L/d -0.12 14-15 >999 360 -0.2614-15 >721 240 0.06 11 the n/a 0.17 19-21 >999 240 PLATES MT20 MT18HS Weight: 236 to GRIP 244/190 244/190 FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purling. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. 8-17,10-13: 2z4 SP No.3 WEBS 1 Row at midpt 4-19, 10-15, 7-19 WEBS 2x4 SP No.3'Exmpl' 7-1& 2x6 SP No.2 REACTIONS. (size) 2=040, 11=0-8-0, 18=0-8-0 Max Hom 2=240(LC 10) Max Uplift 2=941(LC 12), 11=-251(LC 12), 18=1622(LC 12) Max Grav 2=806(LC 21), 11=281(LC 18), 18=2170(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1152/1972, 3-4=718/1383, 4-5=-82/633, 5-7=-82/633, 7-8=-665/1008, 8-9=668/1010,9-10=-570/763 BOT CHORD 2-22=1591/979, 21-22=-1591/979, 19-21=891/592, 18-19=1226/1179, 15-16=603/765, 14-15=198/776 WEBS 3-22=-314/215,3-21=455/820,4-21=779/426,4-19=-847/920, 5-19=-396/411, 7-18=1595/1709, 16-18=-1287/1200, 7-16=211/456, 9-16=986/739, 9-15=4/402, 10-15=-13721964,7-19=-1778/1350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=17ft; B=45ft; L=24ft; eave=5ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterion(2)-2-0-0 to 1-0-0. Inledor(1)1-0-0 to 11-0-0, Exterior(2) 11-0-0 to This item has been 15-2-15, Interior(() 16-2-15 to 28-0-0, Eztenor(2) 28-0-0 to 32-2-15, Intedar(1) 32-2-15 to 41-M zone; porch left exposed;C-C for electronically signed and members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 sealed by Magid, Michael, PE 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl with any other live loads. Printed copies Of this 6) - This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members, with BCDL=10.Opsf. signed and Sealed and the 7) Provide mechanical Connection (by others) of "as to bearing plate capable of withstanding 941 lb uplift at joint 2, 251 Ib uplift at signature must be verified joint 11 and 1622lb uplift at Joint 18. on any electronic copies. Michael S.Magid PE NIsS3661 MiTak USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 7,2020 ® WARNING -vrilydam, Parameters and READ NOTES ON THIS AND INCLUDED Ai REFERENCE PAGE MlIJ4r0me1ON312016B£T-0REUSE. Nil' wild for use only main MiTeM carnations, Oils devgn Is based only upon parameters shown, and Is for an individual building orvaWnenh not a truss systomb . Bere use, Me building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall buildingdeslgn. among Indicated is A prevent budding ofindivltlual tmsswe4 endlor Mord members only. Additio b I tempter, end permanent eing MiTek' IS Sh Sys re9uiretl far BlaSilityelMbprevenl mAepsevnl8 passible persolal Injury antl property damage. Ftgenemlguldancaregadingthe fabrication. Amman. delivery,esation and among of bussm and buss systems. see ANS171PH Quality Waste, MB49 and SCSI auildin9 Component 6904 Parts East BIM. Sabylnformadon available ham Truss Plate losuarte,218 N.Lee Street, Suite 312, Alexandria, VA22314, Tampa. FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/ " Center plate on joint unless x, y offsets are indicated. 5EDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q-11 r For 4 x 2 orientation, locate plates 0- 10 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I I dimensions shown ixteenths (Drawings not too scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfI-PI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tar I bracing should be considered. 3. Never exceed the design loading shown and never stack matedals on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear fightly against each other. 6. Place plates on each face of buss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSUfPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at lime of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 it. spacing, or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 1B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria.