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HomeMy WebLinkAboutTruss14' 3" U 3" 21' 9" »I nn m c. hU1 11tU55h5 (9 EN 11tY HAVE A 16" CANTTLEVER HATCH LEGEND TOB @ 10' 8" TOB @12'811 SN. TOB @ 18' 2 RAKED WALL b CLG @ 11' 4" I CT G @ 12' 8" 12 4 `5 15/16" HEEL j / I 5 1/:2' 10 4" — - PLUMB CUT OVERHANG i TYPICAL END DETAIL I Truss Connector Total Lisi� Manuf Product Qty - USP - JUS24 - 9 USP JUS26 4 CUSP THD26 1 0 EXCEPTION TAKEN EXCEPTIONS NOTED SUBMIT SPECIFIED ITEM O ,REVISE 8, RESUBMIT 'Checking is only for general conformance with design concept of project and general compliance with Contract Documents. Contractor is responsible for confirming and correcting dimensions at job site; for information which pertains to fabrication processes or construction 'echniques, and for coordination of work of all trades. Checking of ;hop drawings shall not relieve the contractor of responsibility foi P le Copy DIAGRAM IS TO NOTE: THIS TRUSS PLACEMENT SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ,CA', JUS24 `H' THD46 BK� JUS26 1O MSH422 MUS26 _ - - - © THD26 OK C� THD28 � C E , THD26-2 O .. TMD28-2 JUS46 \60/ - - - LOADING ROOF 1 FLOOR WIND LOAD LIVE LOAD 20 0 ASCE 740 a= c> DEAD LOAD 15 0 170 MPH EXP C r LIVE LOAD 10* 0 CATEGORY II > mi i cr I_ DEAD LOAD 10 0 ENCLOSED TOTAL LOAD 45 0 FBC - 2014 DURATION FACTOR 1.25 0 TPI - 2007 REV _DATE BY REMARKS It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the APPROVED AS NOTED fabrication at trusses, elevations,pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling - elevations/pitches, bearing REJECTED Iconditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 11/02/2016 STRUCT: 11/15/2016 CUSTOMER STANDARD PACIFIC JOB NAME 6811 ELA GR LOCATION RIVERBEND LOT 4 OPTIONS MBRS17TINGAREA SILD 6811ELAGR BL#G TYPE JOB # I I I MASTER' XCAS6811AM i DRAWN SCALE DATE 12/12/2016 — -- -- JLS N.T.S. ewation ro ryrequirements of Contract Documents nor for errors or nneae DigiUfi,,ipn by Anthon,T. — mission slop drawn + %:I Ti, TOE#`*,Anthony T DN �ss-Florida, LF«t Pre l Ma�a•Na� 8�� o Whde Houu Engineering, ay 4 L N,yE' at° � AnthonYT. To Rbo, III, p� 2 ,�. 1q+o,;: sc F `.. vMbo III _ Ate ( C`'a , ✓ a / eniA:onY.TOPobo@whenain = • °t : t4o 80083' AREA"" �TnnR: z o ADVANCED STRUCTURAL ENGINEERING II. INC A 'RT FLOOR 0 nz _ M A-1 ROOF ROOF 54-55.83 TLz t0�•'�"�h� FASCIA Z8.92 ft = TRUSSES .� `�`�•• `° HIP LINE 168.82 e ++�``'•• NP�LF'�u�` _- --- -- A FLORIDA CORPORATION MaieoN� VALLEY LINE 119.55 e SERIAL #: SHEETING AREA HDERVAUEyTRUSSES ANO Ph 772-409-1010 / Fax 772-409-1015 3BBCA22100 0000004C1287DF WASTE MATERIAL N INCLu6Eo /)r(p;f/yyyyyy,aItfUSS.CO/17 "' BLOR TO VERIFY CAILULATIONS t •:_ r Job XCAS6811AM imber design values are in accordance with ANSI/TPI 1-2007 section 6.3 lese truss designs rely on lumber values established by others. Site Information: Customer In CALATLANTIC HOMES - S FL DIVISION Project Name: MASTER MODELS Lot/Block: LOT Model: 6811 EL A Address: Subdivision: RIVERBEND City: County: A-1 Roof Trus t- L 4451 St Lucie Blvd Fort Pierce, FL 34946 SEP State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: EIVED 0.6 2017 PERMITTING St. Lucie County, FL General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Rpof Load: 45.0 psf Floor Load: 0.0 psf Ac.iforms s package includes 87 individual, dated Truss Design Drawings and 0 Additional Drawings. Th my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. b d revided Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0119731 A01 12/12/16 13 A0119743 A13 12/12/16 25 A0119755 BOB 12/12/16 2 A0119732 A02 12/12/16 14 A0119744 A14 12/12/16 26 A0119756 B09G 12/12/16 3 A0119733 A03 12/12/16 15 A0119745 A15 12/12/16 27 A0119757 B10 12/12/16 4 A0119734 A04 12/12/16 16 A0119746 B01G 12/12/161 28 1 A0119758 B11 12/12/16 5 A0119735 A05 12/12/16 17 A0119747 B02 12/12/16 29 A0119759 B12 12/12/16 6 A0119736 A06 12/12/16 18 A0119748 B02A 12/12/16 30 A0119760 B13G 12/12/16 7 8 9 A0119737 A0119738 A0119739 A07 ' A08 A09 12/12/16 12/12/16 12/12/16 19 20 21 A0119749 A0119750 A0119751 B02B B03 B04 12/12/16 12/12/16 12/12/16 31 32 33 A0119761 A0119762 A0119763 C01 CO2 CO3 12/12/16 12/12/16 12/12/16 10 A0119740 A10 12/12/16 22 A0119752 B05 12/12/16 34 A0119764 C04 12/12/16 11 I A0119741 All 12/12/16 23 A0119753 B06 12/12/16 35 A0119765 C05 12/12/16 12 1 A0119742 1 Al2 12/12/16 24 A0119754 B07 12/12/16 36 th A0119766 t— CO6. b A-1 Roof Trusses 12/12/16 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision ase.. on _ e_ parame.e ., pip. _. y... ... ........ Ltd. Z Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2017. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the a construction documents (also referred to at times as 'Structural Engineering Documents ;;1�r;er provided bythe Building Designer indicating the nature and character ofthe work. The design criteria therein have been transferred to AnthonyTombo III PE by[Al Roof ss Trusses or specific location]. These TDDs (also referred to at times as 'Structural �nthon oy�.xyn�tyan Engineering Documents are specialty structural component designs and may be part of th Y W. muS. ort :c..F iorid; I-r' ro eefs deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty P;.,c _Wi.1.Hwx t # .,, p ; p T. Tombo Enyi—i".--A%znyT. ;.�* Engineer), the seal here and on the TDD represents an acceptance of professional r Twbo•UI, i e Ml= i,lrony.TomhaLwh,nyl- engineering responsibility for the design of the single Truss depicted on the TDD only. The III emnynM Building Designer is responsible for and shall coordinate and review the TDDs for wre:zole.+a.lziabe2i osar compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tombo.Ill, P.E. related notes. Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A4 ROOF These truss designs rely on lumber values established by others. #�=TRURIES A FLORIDA CORPORATION RE: ,lob;XCAS681,1AM+ 1 t No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0119767 C07 12/12/16 75 A0119805 J5 12/12/16 38 A0119768.` -: '.' C08 12/12/16 76 A0119806 J7 12/12/16 39 v - A0119769 " - C09 12/12/16 77 A0119807 RA 12/12/16 40 A0119770 C10 12/12/161 78 1 AO119808 RC 12/12/16 41 A0119771 C11 12/12/16 79 A0119809 RD 12/12/16 42 A0119772 C12 12/12/16 80 AO119810 RE 12/12/16 43 A0119773 C13 12/12/16 81 A0119811 MV2 12/12/16 44 A0119774 C14 12/12/16 82 A0119812 MV3 12/12/16 45 A0119775 C15 12/12/16 83 A0119813 MV4 12/12/16 46 A0119776 C16 12/12M6 84 A0119814 MV5 12/12/16 47 A0119777 C17 12/12/16 85 A0119815 MV7 12/12/16 48 A0119778 C18 12/12/16 86 A0119816 V4 12/12/16 49 A0119779 C19 12/12/16 87 1 A0119817 1 V8 12/12/16 50 A0119780 C20 12/12/16 51 A0119781 C21G 12/12/16 52 A0119782 C22 12/12/16 53 A0119783 C23 12/12/16 54 A0119784 C24 12/12/16 55 A0119785 CJ1 12/12/16 56 A0119786 CJ3 12/12/16 57 A0119787 CJ3A 12/12/16 58 A0119788 CJ3B 12/12/16 59 A0119789 CJ5 12/12/16 60 A0119790 CJ5C 12/12/16 61 A0119791 CJ51) 12/12/16 62 A0119792 D01 12/12/16 63 A0119793 D02. 12/12/16 64 A0119794 D03 12/12/16 65 A0119795 D04 12/12/16 66 A0119796 D06 12/12/16 67 A0119797 D07 12/12/16 68 A0119798 E01 12/12/16 69 A0119799 EG7A 12/12/16 70 A0119800 EG7G 12/12/16 71 A0119801 GO1G 12/12/16 72 A0119802 HJ5 12/12/16 73 A0119803 HJ7 12/12/16 74 A0119804 HJ7C 12/12/16 Page 2 of 2 4 41 Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM A01 Hip 1 1 A0119731 Job Reference (optional) rt Y muoi Y russes, ron rierce, rL a4a4o, uesignLd nruss.win -1-4- 7-0-12 14-3-( -4- 7-0-12 7-2-0 ( MUFI: B.ULU S Hug d 1 cu 10 rnnr. o.UZU s MUg G I ZU 10 m11 ex 4.00 F12 5x10 MT20HS= 3x4 11 46 = 3x8 MT20HS= 8 0 Inc. Mon Dec 12 14:34:40 2016 Page 1 JlignaFzuL_1 tWg3310m8aiA7rJOHy9hmj 5x8 /1 Dead Load Dell. = 15/16 in 3x4 II T 1 12 , 21 22 26 21 bx1u M12UHS=- 15 33 14 34 3b 36 13 4x8 -_ 3x10 = 3x4 = 3x6 = 3x6 = 3x4 II 3x10 = 5x6 = 7x14 MT20HS= 7-0-12 14-3-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES rid BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T6,T5: 2x4 SP No.2, T2,T1: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 `Except` B1,133: 2x4 SP M 31, B2: 2x4 SP No.2 B5: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` W3: 2x4 SP M 30 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-10-7 or bracing. WEBS 1 Row at midpt 20-22, 3-20, 4-19, 6-17, 7-16, 10-16, 10-14, 11-14, 12-13 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 2143/0-8-0 (min. 0-1-12) 13 = 2047/0-3-8 (min. 0-2-7) Max Horz 2 = 521(LC 8) Max Uplift 2 =-1024(LC 8) 13 =-956(LC 8) Max Grav 2 = 2143(LC 1) 13 = 2047(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5161 /4190, 3-4=-7314/6377, 4-5=-5149/4456, 5-6=-5086/4472, 6-7=-3726/3271, 7-8=-2981/2689, 8-9=-2964/2675, 9-10=-2964/2675, 10-11=-1667/1511 BOT CHORD 2-27=-4571 /4809, 22-27=-4571 /4809, 1 CSI. DEFL. TC 0.93 Vert(LL) BC 0.71 Vert(TL) WB 0.91 Horz(TL) Matrix-MSH BOT CHORD 2-27=4571/4809, 22-27=4571/4809, 20-21 =0/283, 4-20=-1 080/1293, 20-29=-6447/6906, 19-29=-6447/6906, 18-19=4415/4825,18-30=-4415/4825, 17-30=-4415/4825, 17-31=-3109/3502, 31-32=-3109/3502, 16-32=-3109/3502, 8-16=-444/506, 14-34=-545/621, 34-35=-545/621, 35-36=-545/621, 13-36=-545/621 WEBS 3-22=-1282/1427, 20-22=4677/4884, 3-20=-1822/2016, 4-19=-2336/2281, 6-19=-997/1197,6-17=-1773/1744, 7-17=-1065/1280,7-16=-738/722, 14-16=-1472/1757,10-16=-1907/2124, 10-14=-2070/1959, 11-14=-1591/1913, 11-13=-1991/1769 31-9-12 37-0-12 in floc) I/dell L/d PLATES GRIP 0.8819-20 >622 360 MT20 244/190 -1.4619-20 >375 240 MT20HS 187/143 0.56 13 n/a n/a Weight: 308 lb FT = 0% NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 5 checked for a plus or minus 3 degree rotation about its center. 6) Plate(s) atjoint(s) 9, 11, 12, 2, 21, 4, 18, 8, 15, 3, 22, 20, 19, 6, 17, 7, 16, 10, 14, 1 and 13 checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1024 lb uplift at joint 2 and 956 lb uplift at joint 13. 10) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard twmsr-Flewtlmgllrn.iY1'v9�ilaefllnS45;Y'd6'yi[[3llIlYf6(OYhO"vYSiOfieYjWiJ'1llC1�aEfenYFYTIuaInaF6upyeee9n,a/reel 4sn@i,rmsh,ipAnxyri0.'';ml@e4@opL6W12,Ff.lelunaSSetteleentCeicne@a�iu,alelm@eIEO,WF falste�emrylaes,s lkrnever@eIDoaY, rdt lsrimso:,ce hraeypr.,yra,ergs d@,sit.art rmmermm�d@,plk:wweq@sroprnyx:YmFh: ae dts9ed@esnp tmsleFe�n@:twedF,ato Mi. rstesm rss,apxs,!�ermYnea sawt�. Anthony T. Tornbo llt, P.E. ae aedlr.,ua,Iermyu.Yty!,mrapaudildt.onar,N9ar,e�dgd..Aewrqoa:pr,,!r@eaaeae@tae@r@eaFFnt�.!r:!cyar3anFHL Bern @rmoar�rnY.nn@emn:od,e�y�n .:mep.@na:ea�atka:yaa Yean.Fa,@aara 80083 mYraFarorri�rra:[ere�r. taena sceaurnioe aeeFnnn;at padYn:dmrutq[e�e,nssdgme�eevnpYSnFde>unrrFi neSYG re usae albr pmsd piFse. IFYliduss@c agnv'Yi@aaFCfiesd0.Snn0e>:peyinns 0e,geEy;neadlnstYmfi3aa,ales 4451 St. Lucie Blvd. Itle,nnatmeaYFe:anenmaaepeY:w�rr,nd!pn!es@,d,dtaFnnarpeurmarisriF@euiiuyoe:irar;ertmsSFne.Ol�ndrgYo:ta�.lfiarrcded!ns;oersddndxmY. Fort Pierce, FL 34946 Capyritht02616 A4 Ruflnsses- Anthony T.Tonbo lll, F.L Reproduction at this document, in any foFm,is prohibited wuhoutthe mitten permission tram Ad Roafhasses-Anthaoyt. To®be I11; P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM A02 Hip 2 1 A0119732 Job Reference (optional) rs i Raw l russes, run coerce, M 34946, eesign@aitruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:41 2016 Page 1 ID:r-S2yUAsdnW4V5ztDIW WpPzm H46-J2GLEFvi3dQZRw9RXbsDa4202TcmVassOmasYjy9hmi 1�- 7-0-12 14-3-0 19-2-8 24-2-0 27-11-14 31-9-12 37-7-11 43-10-0 5-8- 7-0-12 7-2-4 4-11-8 4-11-8 3-9-14 3-9-14 5-9-15 6-2-5 -10- 3x4 11 4x6 = 364 I1 ea Load Defl. = 1-31116 in 5x6 —_ 4.00 V2 3x6 = 3x8 MT20HS= 5x8 - - 7 8 9 10 11 12 3x6 13 6 T20HS W� 3x4 II T W9 5 4 WS 1 W1 0 13x64 4 W2 1 ^ m9 2x4 II 3 10 1 2 0 0 17 7x1 29 19 18 30 31 32 IN 0 27 22 28 21 5x10 MT20HS= 16 33 15 3435 3614 4x8 = 3x10 = 3x4 = 3x8 3x4 II 4x8 = 5x6 = 12x18 MT201-!S= 7-0-12 14-3-0 45-8-0 24-2-0 31-9-12 37-7-11 43-10-0 454-8 1-0-12 7-2-0 9-11-0 7-7-12 5-9-15 6-2-5 Plate Offsets (X,Y)— [2:0-0-0,0-1-2], [3:0-2-8,0-1-8], [4:0-5-0,Edge], [6:0-2-8,0-1-8], [12:0-4-0,0-2-6], [14:0-3-0,0-3-0], [17:0-4-4,0-3-4], [20:0-3-4,Edge], [218Edge,0-1-8], f22:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in -(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.88 18-20 >621 360 q MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.68 18-20 >324 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.53 14 n/a n/a - BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight: 307 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T3,T5: 2x4 SP No.2, T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 'Except` B2,B5: 2x4 SP No.3, B6: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* W3: 2x4 SP M 30, W4,W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 20-22, 3-20, 6-20, 6-18, 15-17, 11-17, 11-15, 13-14, 12-15, 12-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2143/0-8-0 (min.0-1-12) 14 = 2047/0-3-8 (min. 0-2-7) Max Horz 2 = 515(LC 8) Max Uplift 2 = -1025(LC 8) 14 = -971(LC 8) Max Grav 2 = 2143(LC 1) 14 = 2047(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5169/4190, 3-4=-7338/6346, 4-5=-7262/6362, 5-6=-7356/6562, 6-7=-3983/3451, 7-8=-3741/3356, 8-9=-3131/2773, 9-1 0=-3124/2769, 10-11=-3124/2769,11-12=-1657/1466 BOT CHORD 2-27=-4573/4818, 22-27=-4573/4818, BOT CHORD 2-27=-4573/4818, 22-27=-4573/4818, 20-21=0/282, 5-20=-439/601, 20-29=-4563/4938, 19-29=-4563/4938, 18-19=-4563/4938, 18-30=-3112/3528, 30-31=-3112/3528,31-32=-3112/3528, 17-32=-3112/3528, 9-17=-325/378, 15-34=-357/406, 34-35=-357/406, 35-36=-357/406, 14-36=-357/406 WEBS 3-22=-1281/1415, 20-22=-4632/4883, 3-20=-1 861 /2077, 6-20=-2484/2674, 6-18=-1640/1723, 7-18=-744/957, 8-18=-370/454, 8-17=-743/738, 15-17=-1453/1718,11-17=-1939/2181, 11-15=-2081/1975,12-15=-1754/2087, 12-14=-1995/1781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) And: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1025 lb uplift at joint 2 and 971 lb uplift at joint 14. 9) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Trerar-FlerttnnrtTlirrtri�.he'1-IrO.nIGS6(5!Ilfl'�uFF3it IiWf 6(DfDIIIC4fDSiOY(WTd'}lllWKtr06YEi1'Iun radr"rep:shnuenduh fil, I."rnipNiol . dIkk5srl.Ik,1IlC, Ff.IrhmsSYa!Ietee w. reins 0 iserfdnn: 4u11 R PAN,amoatddrs skflkndtnne iDChht lot 110"s D.W h1war(a,Sp .byh w, n:ted-7m rgrt:m saecrptur do,Troh:siuilnramra5rana:d�irb; M dosyndtk rode Ton: iryiHlmMIDDaIr,ata HIL rkhsgonseapns, bdaimhats, saLlaas sxies:ei hsamMegkills$hne rnpnB:I�dMa—,MD.W'.4rad"., Mra7rar Dn:pe,aMurea ds'KA, nr aisk balled dtW TtTl. Ike mddne lDD n/ fieN.seAnernn;aed kn tm Anthony T. Tombo III, P.E. ' n1 n a1 a0 ys,ass esip5pt nasste egnsOPtd 4 80083 nil tarDesipaaE WeDtdn. ADedn ss!rd'o M70C nite prCisnrdpfdirsdiklriW3rkgenlsdehHnodaail(SQrdfistaelr rfl id SSGnidneraebr�xdpihae lPrl ednssnrasrnu3ilbn edhlasdNaLnsOsipa,Tau ltupryaaannssnmaaaa,nhss enaxh:haadllorahasrpeedgnarimrg 110 plat MAIL lk rpm Dfp hraesr es KIM Wilily Denpa,aTtns5laemhla:a dory I,): aI .&I altlpaoi M4451 St. Lucie Blvd. ms no n data ItTIll, F44 1St.Pierce, ci 3494b Copyrigbi02016A-ltaoffmsses-AnthaayT.TamhbIII, H. Reprodurianolthisdomment,inooyform, ispmbibiledwishautthenitlesspermissiaafrom A-IPaaffiasses-WoolyVamhoIII, P.E. It Job Truss Truss Type Oty Ply Std: Pac./6811 El A A0119733 XCAS6811AM A03 Hip 1 1 Job Reference (optional) Ai moos I ru55e5, rurr rlerl:e, rL -0, -IfjI ll- Ill U--II Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34.42 2016 Page i a 5x6 = 4.00 12 3x6 = 7 4x6 8 5x10 MT20HS Wf3% 3x4 11 W4 6 5 ws 3x6 4 3 W2 2x4 II 1 3 19 In 11,2 28 18 17 29 30 31 6 26 21 20 27 3x8 MT20HS= 3x8 = 4x8 = 3x10 = 3x4 = 12x18 MT20HS= 14 3-0 I 22-2-0 31-9-12 7-2 4 7-11-0 9-7-12 -8], [4:0-5-0,Edge], [6:0-2-0,0-2-0], [12:0-3-0,0-1-12], [1 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 31 'Except` T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B1: 2x4 SP M 31, B2,B5: 2x4 SP No.3 B6: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` W3: 2x4 SP M 30, W13: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 19-21, 3-19, 6-19, 6-18, 14-16, 11-16, 11-14, 12-13 2 Rows at 1/3 pis 12-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2158/0-8-0 (min.0-1-13) 13 = 2062/0-7-8 (min. 0-2-7) Max Horz 2 = 500(LC 8) Max Uplift 2 =-1036(LC 8) 13 =-1002(LC 8) Max Grav 2 = 2158(LC 1) 13 = 2062(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5212/4211, 3-4=-7404/6376, 4-5=-7327/6392, 5-6=-7405/6579, 6-7=-4509/3882, 7-8=-4263/3761, 8-9=-3610/3101, 9-10=-3597/3098, 10-11=-3597/3098, 11-12=-1692/1433, 4x6 = Dead Load Defl. = 1-1116 in 3x4 11 3x8 MT20HS= 9 10 11 4x6 =12 W9 W1 IS 5 3 N r` o 1 � � 6 W10 0 7x10 - IN 15 32 14 33 13 1 3x4 I I 4x8 = 4x6 II CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.85 Vert(LL) 0.9018-19 >610 360 MT20 244/190 BC 1.00 Vert(TL) -1.5618-19 >352 240 MT20HS 187/143 WB 0.94 Horz(TL) 0.57 13 n/a n/a Matrix-MSH Weight: 292 lb FT = 0 TOP CHORD 2-3=-5212/4211, 3-4=-7404/6376, 4-5=-7327/6392, 5-6=-7405/6579, 6-7=-4509/3882, 7-8=-4263/3761, 8-9=-3610/3101,9-10=-3597/3098, 10-11=-3597/3098, 11-12=-1692/1433, 12-13=-1998/1758 BOT CHORD 2-26=458314859, 21-26=4583/4859, 19-20=0/282, 5-19=-417/573, 19-28=4839/5296, 18-28=-4839/5296, 17-18=-3614/4095, 17-29=-3614/4095, 29-30=-3614/4095, 30-31=-3614/4095, 16-31 =-3614/4095, 9-16=-394/457 WEBS 3-21 =-1 290/1421, 19-21=4651/4909, 3-19=-1869/2098, 6-19=-2290/2422, 6-18=-1533/1588, 7-18=-879/1123, 8-18=-229/318, 8-16=-730/772, 14-16=-1448/1732, 11-16=-2160/2470, 11-14=-2123/2015, 12-14=-2075/2450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joints) 4, 10, 2, 20, 5, 17, 9, 15, 13, 3, 21, 19, 6, 18, 8, 16, 11, 14, 12 and 1 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 7 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1036 lb uplift at joint 2 and 1002 lb uplift at joint 13. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wormy-Fln+aml¢¢¢+iewl'u'LI lG1f nli8(s M 6fa31t Pull a [5s01nCiS tOSiOY-WLY)llil;allW-Ynr 61¢ Illdrksip� x:6ls ¢f led rd+u tis L ssrmiso0nag0t�$mlar ldiwrl.Ir:ks 4,l'_ Idseu SW!trfel nt Edl¢ etv lse ddef m 6e ItU, Wt ' 161sk,wv4rdeln sSAksse/6:6elttukrat. lsrTrrso.sye tr{¢!e[u.aem2shtlia-sYlno->iT(,rgmulsmrrvteard(+rr¢k:sulausua:u3mpsxitltryEr�S ksipahmsL rm:lyd�¢Oetoonq.¢t¢iFFt Ihlagr n:mrsr,tetuimleiux srihster Anthony T. Tombo III, P.E. d medrksT-br alhoksls61¢siniwugd6l a-,6: UnetleAad grdn6e talrvi Ue:pa,63xutleddfas gw6e ix ¢Ilk[.[ fiq¢drdTH-L lkgl:mdd6l lUO¢I elfi:N.wd6rTms;ddlliy6zlfai.sl¢erbhsl.ISfmnlhlutsldihRe ¢:ImuBatd 980083 aehilf¢re:Signalhmra¢.NedrssdrdnIL•76CnllxtrcCimdrnul®esdtiehilSg6eRRe¢ISx`rhlfnmtismRfSfltdfiklsrtfldrG.lead¢u:AWrry�sdpiker.iPlltdues8r¢gnv3�"IeesntAtierdluLas�o:sops,r+rssae:lnty¢aRitn:suudlal¢,rdm 4451St. Lucie Blvd. ma�utrfaunrtueengr¢arprrtnn,atr rv�rs ll¢n:I. lbtnn ornp[er®wu[7(nlsa:u�ghllp¢,auessstaee hsesa otlg hr;lt¢t. m¢todnNtas; ue ss ad�IdaRN. Fort Pierce, FL 34946 (oppigbt92111dA-1 loaf masses-AnthonyT.lambolll,1I.F. Qtproduabliofthis dommeal,inanyfarm,isprobi6iledwithuuttbewdaenpemissiaafrom Ad2oeffrosses-AmhonyLTombo111,P.F. Job Truss Truss Type Std. Pac./6811 El A XCAS6811AM A04 Half Hip JQtyjPly 1 1 A0119734 Job Reference (optional) n s ,cues s susses, runs rserce, rs. 34946, uesignrda itruss.cwm Run: 8.020 s Aug 31 2ulu Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:34:43 2016 Page 1 I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-FRN5fxxybEgHhElgfOvhfV8LyGJ MzUE8s43zccy9hmg 1-4-0 7-0-12 14-3-0 20-2-0 25-11-14 31-9-12 38-10-15 46-0-0 1-4- 7-0-12 7-2-4 5-11-0 5-9-147-1 2x4 0 4.00 12 20 c� 48 = 3x10 = 5x10 MT20HS= Dead Load Defl.=1-1/16 in 2x4 11 46 = 5x6 WB= 48 = 3x4 11 19 _... _ .... __.._ 13 3u 12 31 32 11 4x6 = 3x4 = 3x4 II 3x6 = 5x6 = 7x14 MT20HS= 1-14 r 31-9-12 38-10-15 1 46-0-0 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.91 17-18 >601 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -1.55 17-18 >354 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.62 11 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Weight: 287 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T3,T4: 2x4 SP M 30 BOTCHORD 2x4 SP M 31 'Except' B2: 2x4 SP No.2, B5: 2x4 SP No.3 B6,B4: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP M 30, W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-10-9 oc bracing. WEBS 1 Row at midpt 18-20, 3-18, 4-17, 12-14, 9-14 2 Rows at 1/3 pts 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 11 = 2062/0-3-8 (min. 0-2-7) 2 = 2158/0-8-0 (min. 0-1-13) Max Horz 2 = 458(LC 8) Max Uplift 11 = -995(LC 8) 2 = -1042(LC 8) Max Grav 11 = 2062(LC 1) 2 = 2158(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5202/4204, 3-4=-7395/6359, 4-5=-5063/4313, 5-6=-4760/4104, 6-7=-4760/4104, 7-8=-4243/3618, 8-9=-4243/3618 BOTCHORD 2-25=-4508/4848, 20-25=-4508/4848, BOTCHORD 2-25=-4508/4848, 20-25=-4508/4848, 18-19=0/283, 4-18=-1060/1305, 18-27=-6371/6994, 17-27=-6371/6994, 16-17=4200/4767, 16-28=-420014767, 15-28=-4200/4767, 15-29=-3630/4262, 14-29=-3628/4263, 7-14=-846/897, 12-31=-1521/1817, 31-32=-1521/1817, 11-32=-1521/1817 WEBS 3-20=-1294/1408, 18-20=-4607/4922, 3-18=-1795/2055, 4-17=-2497/2428, 5-17=-987/1207, 5-15=-162/278, 6-15=435/493, 7-15=-618/649, 12-14=-1557/1852, 9-14=-2538/2935, 9-12=402/559,9-11=-2545/2131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf: h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise, indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 995 lb uplift at joint 11 and 1042 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard tns.nma �irnre.aer.naanmsrsnrmu3sfeaufnusseulmneeSmTa�fIM1013acureuurt.nrmla,pw�aH,wrnr,nwrmne.ipo�.yttoraekanrr.r,:e,m,r.t.ld,nskrlde,naduwen.inadna,sco.,dr NTA—aralms s9 kne0're' local rai Is aTmsang hpxeQl.�,aet6Pne. a, ssl nmyif+, rgrtstasw,u'tpnrtdds irskssiudeyo:trurmpcmdtryh; at lssyod4e sidle inss 19dd ss aeraau¢.,dc IRI. rxhupnuaryte; ktuf mlCiue,sni,eaoi nl neds4shnsW¢rytril4nisa,mtmmatfd6sOner,tra OndseBmsd grCn neki[qO:xpe,uae whdseraaea, ittm6f>,fnir ta<ntrnf. tk dratIDamn rran,dmrMs;w,r Anthony T. Tornbo III, P.E. ' n1 ,Bm 1 . ,gFndsq,dvep. 6C,awndw,wasWlMaenymiiil d ;i.' 8OD83 a, bilfagaesipatd0oF,3rt. Nu s sd,tl6 aelaC nlas frtC m nl�i nn dfieleiWai Ggnnl SCe¢H seetianiSf rdk! I if ltl nt SYA n „fans/ixixYdpiieat. ierl idnna, uqn kl aes ntda sd ro 1nn0.K pw,ims ktip Ey'amtd Inn tnd,drta, Nm : 4451 St. Lucie Blvd. saenls, 4kMlratnnm,geeagnie nP,Yd h,9 pm,t indnl lk fnssDnip 61bsn Is agf ae k�l0yatslpw;nLns5lsftcE,rysn ,tnyYAllls} N arnakd lerss wns da5u1 uTi41. (oppight 0 2016 A -I Raaf Trosses-AnfhoayL liecha 111,1`1 Reprodussian of this dotament, in any form,is probibhed withauf the swfion permission from A -I Roaf husses-AmhooyL Tambo 111, P.I. Fort Pierce, FL 34946 ,r t Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119735 XCAS6811AM A05 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:34:43 2016 Page 1 ID:cS2yUAsdrwV4V5ztDI W WpPzmH46-FRN5fxxybEgHhElgfOvhfV8JHGHDzUv8s43zccy9hmg 14- 7-0-12 14-3-0 18-2-0 24-11-14 31-9-12 38-10-15 46-0-0 7-0-12 7-211 3-11-0 6-9-14 6-9-14 7-1-3 7-1-1 4.00 12 2x4 11 1 2 " 21 4x8 = 3x10 = 7x10 MT20HS- /x14 M I LUrIJ= M U M I GUM. 20 3x6 = 3x4 = 2x4 11 7 3x8 = 4x6 = 5x10 MT20HS= 8 0 14 3x4 11 24-11-14 31-9-12 , 38-1 Dead Load Defl. = 1-1/16 in 4x10 = 3x4 11 13 3x8 = 12 5x6 = iF 0 0 N ^ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.95 18-19 >578 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.60 16-18 >344 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.67 12 n/a n/a ^' BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 279 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except" T3,T4: 2x4 SP M. 30 BOT CHORD 2x4 SP M 31 'Except' B2: 2x4 SP No.2, B5: 2x4 SP No.3 B6,B4: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP M 30, W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-7 oc bracing. WEBS 1 Row at midpt 19-21, 3-19, 13-15, 10-15 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 2062/0-3-8 (min. 0-2-7) 2 = 2158/0-8-0 (min.0-1-13) Max Harz 2 = 417(LC 8) Max Uplift 12 = -989(LC 8) 2 = -1048(LC 8) Max Grav 12 = 2062(LC 1) 2 = 2158(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5212/4222,3-4=-7381/6290, 4-5=-7304/6307, 5-6=-5643/4825, 6-7=-5587/4755, 7-8=-5587/4755, 8-9=-4936/4157, 9-10=-4936/4157 BOT CHORD 2-26=-4463/4858, 21-26=-4463/4858, BOT CHORD 2-26=-4463/4858, 21-26=-4463/4858, 19-20=0/283, 5-19=-1047/1262, 19-28=-6220/6948, 18-28=-6220/6948, 17-18=-4666/5349, 16-17=-4666/5349, 16-29=-4180/4971, 15-29=-4179/4972, 8-15=-839/890,,13-31=-1664/2010, 31-32=-1664/2010,12-32=-1664/2010 WEBS 3-21 =-1 28211384, 19-21 =-4513/4874, 3-19=-177812077, 5-18=-1994/1931, 6-18=-107311285, 6-16=-211/555, 7-16=-520/603, B-16=-677/725, 13-15=-1694/2042,10-15=-2888/3391, 10-13=460/601,10-12=-2682/2221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. e) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 lb uplift at joint 12 and 1048 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard tma,;,p-Il�v eanyrlraK. aa•i l las; nas<,s; srio; enau tsxs l rmmnss rnrau{Imrryullorraullram mapar;n po��a,ue eHew , ntac r�,s �al�, aa.mlpae;m+m�r 1. ram, �a: rt.l�essvnmm re ldeu�.;,e>mernee rto.edp ihTetrmWuplda ssdlkaelim4<iLL'NlUdt lseln:sUage 61®aa(U,Sic�rBlisa411:ss1aarplM rgmalsoeayMtddsrsdesvdu;b:,tullrsna:d 6; 3e 6sind0nb¢erm;syeanneloony,a[nmt rsetr:p, n:m e,, lxsul mloaa uacs:q Anthony T. Tombo 111, P.E. daedtsTusshrmrseYgl,oer:ga,iltirydaa0na,kagmsaAMdelderHekiUmpOnga,haeudtldrpCdel!(a1hIxI111g,deHR1i.IleeryasldGeOgalefikud4elna;vdrtyFnelsgslegahshrliattAragski! M&enspnsilatd 580083 Ill trTfaygaigvul6atre;Irt. Wlesles ssl sAh A:lUCsdlx lrcsattinl la'delixstltklNE!q 6rpeellahhlfemnpa{IWjpIG:f:IMRI adSrU rUdnaul4r sdRir�e. loll de -At rtynui1des al On d n:InssD-. e,Irus Nip Eyseaal lass 4mhben,alm 4451 St. Lucie Blvd. sdaxh:4tmdleafxamispsragnh narcg Eldl paNes hnlM ila lrrs,Des!9 bits. is 1011, Wllaggeapsu,nLm s},aa[gavldnJt,i!sal.mmsndad lay:; ne ss ldtaltllfL Fort Pierce, FL 34946 (appright02016AdRoof asses-AnihonyLlamholll,p.l. Repradurifuaolt6isdotownt,inanyfolm,isprehi hedxhboutthewidenpermissionfromA4Raaf fusses-AathanyLlomboIII, P.E. i Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM A06 Half Hip 1 1 A0119736 Job Reference (optional) m t muui t ruses, run riert , rL ovafsu, uesignLa i rruss.wnr 2x4 II 1 2 gesu 27 4x8 = Kun: 8.UZU s Aug 31 2016 Pnnt: 8.020's Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:44 2016 Page 1 26-9-9 31-9-12 4.00 F12 5x10 MT20HS= 3x6 = 3x4 11 Dead Load Defl. = 1-3/10 in 4x6 � 3x6 — 5x10 MT20HS= 4x10 = 3x4 11 5x10 5 6 7_ T3 8 9 10 Td 11 12 3 to 22 28 21 bx1U Ml2UHJ WtG 15 32 14 33 34 13 3x6 = 3x10 = 3x4 = 3x4 II 3x8 = 5x6 = 7x14 MT20HS= -14 31-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 1.05 17-19 >523 360 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -1.83 17-19 >300 240 - BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.73 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 31 `Except' T3: 2x4 SP M 30 BOTCHORD 2x4 SP M 31 'Except' B2: 2x4 SP No.2, B5: 2x4 SP No.3 B6: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP M 30, W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-11-9 oc bracing. WEBS 1 Row at midpt 20-22, 3-20, 14-16, 11-16 2 Rows at 1/3 pts 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 2062/0-3-8 (min. 0-2-7) 2 = 2158/0-8-0 (min. 0-1-13) Max Horz 2 = 376(LC 8) Max Uplift 13 =-984(LC 8) 2 =-1054(LC 8) Max Grav 13 = 2062(LC 1) 2 = 2158(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5211/4221, 3-4=-7366/6229, 4-5=-7289/6249, 5-6=-6350/5430, 6-7=-6059/5218, 7-8=-6557/5467, 8-9=-5610/4653, 9-10=-5610/4653, 10-11=-5573/4635 TOP CHORD 2-3=-5211 /4221, 3-4=-7366/6229, 4-5=-7289/6249,5-6=-6350/5430, 6-7=-6059/5218, 7-8=-6557/5467, 8-9=-5610/4653, 9-10=-5610/4653, 10-11=-5573/4635 BOTCHORD 2-27=439614858, 22-27=-4396/4858, 20-21=0/284,5-20=-1004/1159, 20-29=-6088/6918, 19-29=-6088/6918, 19-30=-5605/6580, 18-30=-5605/6580, 17-18=-5605/6580, 17-31=-5385/6399, 16-31=-5385/6399, 10-16=-408/475, 14-33=-1848/2251, 33-34=-1848/2251, 13-34=-1848/2251 WEBS 3-22=-1276/1362,20-22=4433/4851, 3-20=-1723/2063, 5-19=-1538/1536, 6-19=-1511/1809, 7-19=-834/474, 8-17=-133/329, 8-16=-962/892, 14-16=-1857/2261, 11-16=-3138/3739, 11-14=-474/607, 11-13=-2864/2351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf: h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 0 N PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 276 lb FT = 0% 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 13 and 1054 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Beeul-nevneagkgrte.+ess'lI iQQF iiRSt3(Y,1fi'}Ri3ll I31t56G1k0111u1S f'JSIE4{IOfit")1[Cr:eF[EeYLi'ka lot trilp f—&-d WMe, INttnst U1.1T. belt m,71.1e.-ShOdce rv. Eeleu "a.enlu alelm6tlEQ.u1( ILltkunemt lltltnkdlkne/ieSt lEQLlt rdi Atrrmsgng E.lice{1,Sle:aatfklikr.wQnelaeeliEQtgmms®rrgpssdds ns#ssutdv;osmgrnta4Cry 6t1r/mmdAempe(tF:(etetelntt:laEtdt,Nn1&L razttsgtssnnitus, 4ethitedout. tx WII Anthony T. Tombo Ill, P.E. rdnedrmQtimsguoryitmenlenn:mramQ.M.�Cr.nresmdgann:(aimlo �e,eg wdreeaCeearQlnrr SuGgararma.nrylnnldmtoQe.(eryQernedael�tyamral�dgdage,e„eeneredknarslameengn(wryd 380083 f nebIrmlQauger¢l4earJrt./QMusdthuns10gn15alrcCrmnlpi:IstidM:Ni4fq(kepealSohhldt�at6m;10111d6;k11ti8nlSSUmtdrn¢(Grp.�sdpi(me.IFLliernaQtntinsee7Lna(QMetdls:ImtQ:iryta,Lasoe:ilk(gt<aedlnksRudtaan,nkss:'. 44515t.Lucie Blvd. r4esitrletaseNr(unmrpadga§ni�{Irs4 Arun unud. igln.slidu 6laM is lQfAs lailliggktyxt,erLacS}des 6iban o!nr niilbl. Nrgsd'erl;estm rsadlyd"allot. Fort Pierce, FL 34946 (oppight®2016A-IRoolirusses-Anthony 1.lanbeIII, P.F. Repradunionofthis dotumant,inany farm, isprohibited withounhewrittenpermissionfrom A-1Roolbusses-AethooyT.TomboIll;P.E. :4 Truss Truss Type OIY Ply Std. Pac./6811 El A A0119737 rJo CAS6811AM A07 Roof Special 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Pdnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:45 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIWWpPzmH46-BpVr3cyC7rw wYSCmRx9kwDhW4?wRPdRJOY4hVy9hme 1-0 5-10-13 12-3-8 16-11-0 19-8-0 24-10-12 6-0 28-5-9 31-10-8 37-11-3 41-10-12 46-0-0 6-4-12 4-7-8 2-9-0 5-2-12 -1-1 2-5-1 3-4-15 6-0-12 3-11-8 4 4.00 12 5x6 = 3x6 5� 5x8 = 2x4 11 3x4 11 3x6 = 3x4 11 a„a r,AT9nt4S_ 6 _ 3x6 = �n 3x6 =i' 3x6 =,^ au — — 23 22 -- 21 -- 3x6 = 3x6 = 46 = 5x10 = 46 = 4x6 11 3x8 = Dead Load Defl. = 3/16 in 14 o_ N N O a 30 11 4x8 = Sx6 = 7x10 = 9-3-7 16-11-0 19.8-0 9-3-7 7-7-9 2-9-0 26-M 24-10-12 24- 1 31-10-8 5-2-12 0-0-1 5-10-0 1-1-11 37-11-3 fi-0-12 46-0-0 8-0-13 Plate Offsets (X Y) [7:0 5 12 0 2 8] [15:0 3 0 0 2 12] [18'0-3-8 0-3-4] [19'0-4-0 0-2-8] [21:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES MT20 GRIP 244/190 _ TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.28 25-29 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.48 25-29 >622 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 15 n/a n/a Weight: 285 lb FT = 0% a BCDL 10.0 Code FBC2014fiP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except' 84: 2x4 SP No.3, 132: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. WEBS 1 Row at midpt 8-21, 7-19 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 15 = 654/0-3-8 (min. 0-1-8) 2 = 972/0-8-0 (min. 0-1-8) 21 = 2614/0-3-8 (min. 0-3-1) Max Horz 2 = 349(LC 8) Max Uplift 15 = -335(LC 13) 2 = -480(LC 8) 21 = -1100(LC 9) Max Grav 15 = 728(LC 20) 2 = 972(LC 1) 21 = 2614(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1872/1527,3-4=-1405/1051, 4-5=-1310/1062, 5-6=-430/373, 6-7=-410/387, 7-8=-1214/1334, 8-9=-1226/1343, 9-1 0=-389/16 1. 10-11=-391/168, 11-12=-391/168, 12-13=-648/349 BOT CHORD 2-30=-1807/1732, 25-30=-1807/1732, 25-31=-977/964, 24-31=-977/964, 23-24=-977/964, 22-33=-534/472, BOT CHORD 2-30=-1807/1732,25-30=-1807/1732, 25-31=-977/964, 24-31=-977/964, 23-24=-977/964,22-33=-534/472, 21-33=-534/472, 19-35=-593/543, 35-36=-5931543, 36-37=-593/543, 18-37=-593/543,10-18=-369/428, 16-39=-305/443, 15-39=-305/443 WEBS 3-25=-531f741, 5-25=-336/592, 5-23=-836/902, 7-23=-6901751, 19-22=-453/519, 19-21=-2598/2292, 8-1 9=-374/429, 16-1 8=-314/646, 12-18=-466/417, 7-19=-1677/1508, 9-19=-1282/1091,9-18=-842/1078, 13-15=-685/482,13-16=-92/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 15, 480 lb uplift at joint 2 and 1100 lb uplift at joint 21. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard x�1-nenmm¢gn .ru9na lsosss;uuH)'Haumxsswmflossram ur�urracsrauurdns°arnq,,m,Ks.�rsum,sm,a•spn.ypn^,dmsdwr[sr�riortr n,ssrma,�mieuemi„ ndme,an.ms . 14Tezrts<ou tldrs sYAkesdimZe�aksdi rceTmsgay Egaesp,,5rraas4px±.tl>s�aaglm7sgmmsmecgrardnr rydssuudagomo;mrw6dish; gs lay dmesusk im; kru�n&souedr,d°IRI. 1�hsq, uuuRa,,ieeus°doas,sanfEq Anthony T. T0mbo III, P.E. oeendh,Tm,W:nrteiwxs isMrnpnaJefd6U.w,�g.eds adnudgemnfiekilreq Oe,:pa,h°e usedd6e 6i,er lKnlhlnls�eGgnicn/16d. fkepmddlieIDenl offidl.x Eflr;udeGgh+,T.g dngaasLii.6r.niha,s isdihknspnsiiSard ?80083 f nsrrarpoesiR adudr�n.lou,sdedn6loonlrsmaadsednndutriago}eaudhu°danp6grrsg�enrmnlsumrdmr�lNr�apaacr.mtd<snrnxamibanleanaomsso:Ru,ua:c,n,[y„Ranassu�dsdn<s,dm 4451St. LueieBlvd. eft¢rcns lrrmdpecnnbsys�gne.� lydq=vnI hL All grda.J iaas gars Multsms. Fort Pierce, FL 34946 (opyright®1R16blRoolLosses-AethooyT.Tembo114P.E. Reprodunionofthisdocument.ioanyfum,isprobiEitedwhhomthewrinenpermisuenfrom A-1loofLnsses-AnthonyLTombo111,P.E. Job Truss Truss Type Qly Ply Std. Pac./6811 El A XCAS6811AM A08 Roof Special 1 1 A0119738 Job Reference (optional) .., r.wr r,eua , un vier , � .r.a , wrynL,a ruuao.wui rtun: 6.UZU s Aug 31 "LU1b Nnnt: U.UZU s Aug 31 2U16 MiTek Industries, Inc. Mon Dec 12 14:34A6 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-fO3EHyzgt92rYi 1 PK9SOH8mrXUH4AtibY2ldDxy9hmc 21-" . 24-1n-1s9"-R sn-n-11 . -IVR 4-A AnJl-A . Aq-A-A . AA-n-n _ 4.00 12 5x6 — Dead Load Defl. = 3/16 in 3x8 MT20HS- 6 5x8 = 2x4 11 3x4 11 5 8 13 4 2x4 � 1 3 P17 W 9 2x4 11 as <q ' 2PI Rq RA v P19 1 I 0 32 27 33 26 25 34 24 35 23 22 313 38 39 20 40 19 18 41 15 42 18 o 4x6 = 3x8 = 4x6 = 5x10 = 3x4 II 3x4 11 4x6 = 9-3-7 16-11-0 21-8-0 24-10-1326 0,8 32-3-13 38-51 43-6-8 46-0-0 9-3-7 7-7-9 4-9-0 3-2-13 1-1-11 6-3-5 6 1-7 5-1 4 2-5 8 Plate Offsets (X,Y)—[7:0-5-12,0-2-81,[21:04-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft UdFPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.28 27-31 >999 360244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.48 27-31 >620 240187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.08 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 59 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-23, 9-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 14 = 676/0-3-8 (min. 0-1-8) 2 = 992/0-8-0 (min. 0-1-8) 23 = 2572/0-3-8 (min. 0-3-1) Max Horz 2 = 318(LC 8) Max Uplift 14 =-339(LC 13) 2 =-500(LC 8) 23 =-1080(LC 9) Max Grav 14 = 736(LC 20) 2 = 993(LC 19) 23 = 2572(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1930/1625, 3-4=-1464/1150, 4-5=-1370/1160, 5-6=-497/480, 6-7=-487/463, 7-8=-1319/1460, 8-9=-1335/1474, 9-10=-480/176, 10-11=-480/176, 11-12=-828/465, 14-16=-699/522 BOT CHORD 2-32=-1834/1776,27-32=-1834/1776, 27-33=-1004/1018,26-33=-1004/1018, 25-26=-1004/1018, 25-34=-388/355, BOT CHORD 2-32=-1834/1776, 27-32=-1834/1776, 27-33=-1004/1018,26-33=-1004/1018, 25-26=-1004/1018, 25-34=-388/355, 24-34=-388/355,24-35=-556/484, 23-35=-556/484, 21-37=-324/207, 37-38=-324/207, 38-39=-324/207, 20-39=-324/207, 20-40=-440/810, 19-40=-440/810, 18-19=-440/810, 18-41=-529/760, 17-41=-529f760, 17-42=-526/776,16-42=-526/776 WEBS 3-27=-531 /740, 5-27=-335/587, 5-25=-830/886, 7-25=-945/1072, 21-23=-2581/2244, 8-21=-315/354, 9-21=-1665/1404,9-20=-451/707, 11-20=588/599, 12-16=-879/632, 7-21 =-1 566/1404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 14, 500 lb uplift at joint 2 and 1080 lb uplift at joint 23. 10) This truss has been designed for a moving concentrated load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcunrent with any other live loads. LOAD CASE(S) Standard wwr;,i-Firntamei!¢urser WI -I fallIRSts(YSB'}.11311 I'M & rD+ollionavoilrl Unir)LUKO IGIffrtun 1.0l Wire lae5nsul rcsl rags nti+rnssCesipOnYs1{IR",m1Gr/saarL ruk m, lt.lelunn fieesidae ns. Glsu etmiu smmlelnRt iag,ulr PIT+t¢,md:trWes+idlkesef4r1e ib0ult tdt isaTrns O:see 6ia!w02,simtaihi de+�AaylMisyrtwxutvimrtd6t irdtssuad vihmigrapwdlry4raa l<sipdmeshst cress ty�duM100Wr.ettwlRl.� h+yr nsee(tes,Iwfwiwdeu+.sfttq W ntdrrsTmslraykiisi tsetwymiilaidda.m,Eta.art uRwudtirdtrll:wi�io:+:aw,netttrnddarlr etlxwttshwls�le�ira:a/TR1. TktmtrddGtIDawf of&ex.udarTm+, uatt�m:uy+mge+edd nw+,fkt�sld!ke,mrmtwryd :, Anthony T. Tomb' 80083 III, P.E. Dtrrl 0esi wdhxktdw.IgMtssdtd'wwslOCnfax rcdiasnl idatsdriek&r G talSaihldt+adka;i 80063 er w r p al ERlSllld6dttlrsfalAnmidosristx�adpi4st.1r41tdmsStse+rnvLTtinaihersdnslns0:ipa,T�moe+ip6�rtrrr:ftnsslmdruneyrdm: 4451St. Lucie Blvd. Me!win itfmtdlrtradtdtpwdyaw vwlr4hdipmnindrsd ik iussDeait Dim 1,101ntk!Illy OtWpss,tsTwsssidmlon, dtyNAaq ill sylNRtdMa;mnddnlhiRl. Fort Pierce, FL 34946 Opydghi 0 2016 A•1 taalTmssas • AmhoaTCTanba III, p.L tepsoJunioa of this dommenl, is aaf form,is pro6iEhel withausthi wlinen pelminica ftom Ad poalTrusses-AathanpL tanbo lll, P.F. 4 S J Truss Truss Type Qty Ply Std. PaC./6811 El A A0119739 Fob S6811AM �A09 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. on Dec 12 14:34:47 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-7CdcUl_SeSBi9rcbuszdpLl7TuesvKYknil AINy9hmc zs-0-a 174 5-10-13 12-3-8 16-11-0 23-8-0 2 -10- 3 30-5-4 35�-8 40-3-13 Al 46-0-0 1-0-0 5-10-13 6-4-12 4-7-8 6-9-04-4-12 4-11-5 4-11-5 3-2-11 1-1-11 2X4 II 2 4x6 = 4.00 12 5x6 = 3x8 MT20HS-- " 25 3x8 = 2x4 II 6x8 = 24 23 " 6x10 = Dead Load DeB. = 3/16 in 3x4 II 13 0 0 � o I Im 4 a 15 42 16 1 3x4 II 3x4 11 4x6 = z6-M 9-3-7 16-11-0 23-8-0 2 -10- 3 31-10-8 38-10-9 43-6-8 46-0-0 9-3-7 7-7-9 6-9-0 -2-1 5-10-0 7-0-1 4-7-15 2-5-0 LOADING(psf) SPACING- 2-0-0 ^ TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Iner YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-25, 9-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 726/0-3-8 (min. 0-1-8) 2 = 1033/0-8-0 (min. 0-1-8) 23 = 2480/0-3-8 (min.0-2-15) Max Horz 2 = 287(LC 8) Max Uplift 14 = -353(LC 13) 2 = -527(LC 8) 23 = -1042(LC 9) Max Grav 14 = 766(LC 20) 2 = 1033(LC 1) 23 = 2480(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2047/1772, 3-4=1 580/1298, 4-5=-1485/1308, 5-6=-640/641, 6-7=-649/601, 7-8=-1273/1420, 8-9=-1293/1442, 9-10=-674/258, 10-11=-674/258, 11-12=-10961705, 14-16=-730/567 BOT CHORD 2-32=-1907/1886, 27-32=-1907/1886, 27-33=-1079/1131, 26-33=-1079/1131, CSL DEFL- in (loc) I/deft L/d TC 0.99 Vert(LL) -0.28 27-31 >999 360 BC 0.95 Vert(TL) -0.49 27-31 >612 240 WB 0.89 Horz(TL) 0.08 14 n/a n/a Matrix-MSH BOTCHORD 2-32=-1907/1886, 27-32=-1907/1886, 27-33=-1079/1131,26-33=-1079/1131, 25-26=-1079/1131,25-34=-782/700, 24-34=-782/700, 24-35=-585/487, 23-35=-585/487, 21-37=-193/431, 37-38=-193/431, 38-39=-193/431, 20-39=-193/431, 20-40=-695/1079, 19-40=695/1079, 18-19=-695/1079, 18-41=-748/1036, 17-41=-748/1036, 17-42=-750/1045, 16-42=-750/1045 WEBS 3-27=-5291739, 5-27=-334/580, 5-25=-819/862, 7-25=-1293/1501, 7-24=-46/364, 21-23=-2559/2129, 8-21=-262/250, 9-21=-1896/1562, 9-20=-343/599, 11-20=-590/599, 12-16=-1114/818,7-21=-1519/1347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 250 lb FT = 0% 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 14, 527 lb uplift at joint 2 and 1042 lb uplift at joint 23. 10) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Zteneg-rim,m.nelRK.r •iargc(noslcs;uuu;7r3u tuuer�roinrr(miau{rurrls(rraa:[awnrma rmrye,�r,� �a:wrK(w„�m+r:n+gn�g,ac.ypor;wmr:earl.(:w(;:,r:.(ae,�,ssn,tc.,w. r�r„caa.�u,�x.(ms:rco.+dr i8ieir rglmsskdkm,emrD,teairtat>.s:rmso:s¢br:xs(�.,Sremts(s( ,n:sxnsrrg;,grumsm,rhea,dmrrtawa x:tijrcpcar�erssimg,deewgelm;(:rm�r+r�looury.a1nm11 hsge.s++.ryez�easv:do,:cuaatar Anthony T.TomboIII, P.E. a/.r.Arrsim+lxegl,i8xl l+Urrt,ru+u:IgdeeDnn,De6.xiseffi,md grdne:laitmr Dtiryea,e8e utledAe, I1(,@elxartYL�lkilf� :al Rll.rke0;ndde,lgOnl sy fiell++rCtl,rn++, cd tiy6d(e;,laep,eNf.Miunrkn.r sidl: @ensrmiN d ?80083 d,GnfurD:sigu ad 6acee:r. ldenes stlr6elklDC nlDz ri+cltredryiedersAtk pDSig Ocpnr:I Sastlr lfi,¢+tamQ(SIIId6:M11r1a a19G eerdnerelsxivsdpiGmr. lPFlidn:sQ, nsrnsamlde+nikti,+de:LessD:sryee,ian k:y, fm7'a,mnnnss ilu+fidrtu; nlm 4451 St. Lucie Blvd. rtk:rts:GfmNlrmxnm:gaedgne nmu7tli rrtues unh:l tk rnmDesige brew 4 rgitlr 141119 Wngw;auass 5100['+aua nyiA114 aimrdmr orssmmrrfirdk441. Fort Pierce, FL 34946 (oppight02016A-lpaWrosses-Amhooyl.Tomha111,P.E. Yepndudioaofibisdommeot,innyfarm,isprobiLhedwiibounhewiiteopermissionfromA4locihisses-AmbonyT.TomboIII,P.E. Truss Truss Type City Ply Std. Pac./6811 El A [Job XCAS6811AM A10 ofSpecial 1 1 A0119740 Al Roof Trusses. Fort Pierre- FI s4a4F de�i00n� rd ,�� o•._. o _ Job Reference (optional) - - -• --- - •--- --••• ­!1— < so rsnn. 0.uZu 5 Hug dT zu-io nm 1 ex ineustnes, Inc. Mon Dec 12 14:34:48 2016 Pagel ID:rS2yUAsdrwV4V5ztDIWWpPzrhH46.bOB — ie?5PmJZn?BnRaUsMZrB HOAellt?Mnklpy9hmb 26-0-8 — _ 1 4-q 5-10-13 12-3-8 16-11-0 21-8-4 24-10-132b-8A 30-6-10 35-10-0 411-i 43-0-8 46-0-0 T -0-U' 570.13 6-0 4. 3 2-8 9 4 Z 5-3-6 5-3-fi 2-5-2 2-5-8 0-4-8 4.00 12 5x6 = 3x8 MT20HSs 2x4 II 2 4x6 = 3x8 = 3x8 2x4 11 7 5x8 = 26 a7 24 23__ 4x6 = 5x10 = 5x6 = Dead Load Defl. = 3/r 6 in 4,2 16 43 15 17 3x4 II 3x4 11 4x6 = 26-0.8 9-3-7 16-1- 20-10-14 2 -10-13 2 32-9-13 38-10-3 43-6-8 46-0-0 9-3-7 7-7-9 3-11-14 3-11-14 9- 6-9-5 6-0-6 4-8-5 2-5-8 04-8 0 N t7 O Ian a LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.27 29-33 >999 360 MT20 244/190 TCDL 15.0 BCLL 0.0 ' Lumber DOL 1.25 BC 0.82 Vert(TL) -0.47 29-33 >636 240 MT20HS _ 187/143 Rep Stress Incr YES WB 0.96 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 253 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' Ti: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, 85: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-2-15 oc bracing. Except: 4-9-0 oc bracing: 22-25 WEBS 1 Row at midpt 10-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 15 = 739/0-3-8 (min. 0-1-8) 2 = 1044/0-8-0 (min. 0-1-8) 24 = 245710-3-8 (min. 0-2-14) Max Horz 2 = 258(LC 12) Max Uplift 15 = -354(LC 13) 2 = -542(LC 8) 24 = -1030(LC 9) Max Grav 15 = 765(LC 20) 2 = 1048(LC 19) 24 = 2457(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2087/1834, 3-4=-1625/1365, 4-5=-1530/1376, 5-6=-674/704, 6-7=-667/693, 7-8=-1421/1750, 8-9=-1483/1733, 9-10=-1268/1382, 10-11=-1018/550, 11-12=-1018/550, 12-13=-1381/930, 15-17=-729/585 BOT CHORD 2-34=-1900/1924, 29-34=-1900/1924, BOT CHORD 2-34=-1900/1924, 29-34=-1900/1924, 29-35=-1082/1174, 28-35=-1082/1174, 27-28=-1082/1174, 26-37=-558/481, 24-37=-558/481, 25-39=-1449/1310, 22-39=-1449/1310, 22-40=-281/569, 21-40=-281/569, 21-41=-1025/1447, 20-41=-1025/1447,19-20=-1025/1447, 19-42=-930/1205, 18-42=-930/1205, 18-43=-914/1214,17-43=-914/1214 WEBS 3-29=-5251731, 5-29=-328/583, 5-27=-824/881, 7-27=-704/906, 25-26=-400/452,24-25=-2466/2136, 10-22=-1965/1686, 10-21=-412/671, 12-21=-580/595, 13-19=-2/334, 13-17=-1267/1012, 9-25=-811/439, 9-22=-654/1066, 7-25=-2204/1925 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 15, 542 lb uplift at joint 2 and 1030 lb uplift at joint 24. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ®crisp-Flnsetlsms6rrednneia mrnsosse;uen';.(a38E9tlseclsomeestesras((�ureaaT(�unrh�arndrau��ert'amnre:erumsrn„ur�pon.ypoel�asm.ELrwh4rt.trtgroashr.Eanere.aaenexc.�nradaeereo.n(E ILTskn�sr(Itlrssk(Iheselfartle laCNltsd:t lssirds 6esg kl�n[e.`4e: shsfspa»,tlsselnvltms4nsmseecr}hseamEsk;ssmia(iSmlyroEcmatlgdrmEngtdmesep Tm:rpo>D1ro6:rooury.nda rnL ik2<slPnun(3ss. (eeasnvee, vaaaeT '.. Anthony T. Tombo III, P.E. t sse nedhsLns Wrsryhi8yismmrn>ta:uryaa u..gmo,Hrs smm ayrCu n:wuy on�a,htl<nmaelm ocer �xertkhu(W(rnrw:mrn i.mend darIDO-1WFl_."A,Nk. hddiykd(i.uugs.rn(,rfl—I dar'Wis 1h.q.,Audi a a80083 tls r 1ruyRssigxclhrtrdrr. Nodes sdM u n:1hC nl°,a sutr<snlyrtehrs dmhur 6cyru+tlhhlduseomt0(rrl64sllr le rss SYA rrtrdaere/sxs>asd pdeee. 181 tdnrs@r ngnalT&s plhasrda LnsRei,�e,Tnss Rsip Ey:senadlna Iksshdna, sdrss rMiwluht,a¢dlyr(Modspredrynh nGq lyisruoes nsshsi lh rro.t hs!n byn:u Is Rgifle k:Ilfyaedpn,nTnssSrrie EsrWu rtrry itJiw} N urodaelbras ns ¢drM1niRTnl. 4451 St. Lucie Blvd. (opydgb102UI6A4RoafTNsses-AethonyT.TomboIII, LL Reprodurtion olthis domment,in any loran, is prohibited wlthoutibb mitten peanissiunfrom A -I Roolbusses-Anthony LTaebe 111, P.E. Fort Pierce, FL 34946 le, Job Truss Truss Type aty PIY Std. Pac./6811 El A A0119741 XCAS6811AM Al Half Hip 1 1 _ - ...... .......... .,__..., ...... _ �.._ Job Reference (optional) o nn ee.T..l. 1-A.. A� I.... nn..., 11., 47 4A-'IA-Are 7n1A Pn Al MOOT trusses, "t-c rlerce, r L. aquffu, UC,Itil I(Wa I li usa.wi,l 1-4-0 7-0-12 14-3-0 4.00 F12 1 4x8 = 5x6 = 3x6 3x4 II 3x8 MT20HS= = 7 8 9 10 1 3x4 11 W4 6 5x10 MT20HS Wt� 5 W9 WS 3x6 � 4 1 3 W2 2x4 11 3 16 W 0 9 7x10 - 1 2 28 18 17 29 30 31 0 26 21 20 27 12x18 MT20HS= 15 32 14 4x8 = 3x10 = 3x4 = 3x4 II 3x6 = 12x18 MT20HS= 7-0-12 14-3-0 22-2-0 31-9-12 38-8-14 7-0-12 7-2-4 7-11-0 9-7-12 6-11-2 )ffePts (Y-Y)- [2:0-0-0.0-1-21. [3:0-2-8.0-1-81. [4:0-5-O,Edrlel. [6:0-2-0,0-2-0], [11:0-2-8,0-1-12], [13:0-3-0,0-3-0], [16:0-4-4,0-3-0], [17 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Cade FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 31 'Except' T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -Except* B1: 2x4 SP M 31, B2,B5: 2x4 SP No.3 B6: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP M 30 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 12-13, 19-21, 3-19, 6-19, 6-17, 14-16, 11-16 2 Rows at 1/3 pis 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 13 = 204710-3-8 (min. 0-2-7) 2 = 214310-8-0 (min.0-1-12) Max Horz 2 = 500(LC 8) Max Uplift 13 =-995(LC 8) 2 =-1029(LC 8) Max Grav 13 = 2047(LC 1) 2 = 2143(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5170/4175, 3-4=-7328/6312, 4-5=-7251/6328, 5-6=-7328/6515, 6-7=-4446/3829, 7-8=-4203/3711, 8-9=-3525/3030, 9-10=-3514/3029, 10-11=-3514/3029 Dead Load Defl. = 1-1/16 in 3x4 II 12 12 1 0 0 N 33 13 5x6 = 45-8-0 6-11 1-12,0-M], [18:0-8-8,Edge], CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.84 Vert(LL) 0.8717-19 >627 360 MT20 244/190 BC 1.00 Vert(TL) -1.5117-19 >362 240 MT20HS 187/143 WB 0.98 Horz(TL) 0.57 13 n/a . n/a Matrix-MSH Weight: 291 Ito FT = 0% TOP CHORD 2-3=-5170/4175,3-4=-7328/6312, 4-5=-7251/6328, 5-6=-7328/6515, 6-7=-4446/3829, 7-8=-4203/3711, 8-9=-3525/3030,9-10=-3514/3029, 10-11=-3514/3029 BOT CHORD 2-26=-4549/4819, 21-26=-4549/4819, 19-20=0/282, 5-19=-417/572, 19-28=-4785/5232, 18-28=-4785/5232, 17-18=4785/5232, 17-29=-3553/4022, 29-30=-3553/4022, 30-31=-3553/4022, 16-31=-3553/4022, 9-16=-398/462, 14-33=-1365/1612, 13-33=-1365/1612 WEBS 3-21=-1278/1411, 19-21=-4617/4869, 3-19=-1843/2066,6-19=-2279/2410, 6-17=-1526/1582,7-17=-862/1103, 8-17=-245/335, 8-16=-748/787, 14-16=-1383/1654, 11-16=-2156/2465, 11-1 4=-316/479,11-13=-2401/2035 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 10, 12, 13, 2, 20, 5, 18, 18, 9, 15, 3, 21, 19, 6, 17, 8, 14, 16, 11 and 1 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 7 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 995 lb uplift at joint 13 and 1029 Ib uplift at joint 2. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ' sate=-rtaimngrlrr<K.eo llo nesrs;uru{rr3ulwser:dl�,rncrmr,el,I�oR.mg{Iociavmemarr.rlaee rt.rx:rlrzsfundne.� r:l,c,rr<ai,tan:ewnllco.11tr ILTA-A,p'das4lklseebTVTD041"ee.ls.7..III. W.Mi. Ik hsgentturMt. keui m4Llt srNlt4[ Anthony T. TonIbO III, P.E. mesedea:unslmei ugesytsne n:pnu:Inrdao.eR,esoneilem riepdam:wu�io:s:g�,m�e unman, uCnr lxa{tvl>21SHu�rd,afmL ne:R,ldat�r molt ateds.0 l!ar r,:s:aAe.ytner rmer:.oslsma,nr trn.,rsbnl orn<r�sfeatd :�80083 ne Nilfoia:siyuer=6latAl. Aguies rnmun:leC nllh ymEim edp:tefindliebilf�GcRenll+Yh�raetioo{i(SQl�rkelsmndS Aeesdnnn/lx ixnd{siems. 191iefila6",1., i7des W&hsdhA EmperLrn k.ReEy eanelnssVmhdnn,nhn 44515t. Lucie Blvd. rnemssknseacre;xaalegerignuniks Ry di ienm laensA Ike tras0w.vice, Is rolnr kauyknpu,xTlauSig. hitua d:g ras4 ulnsadnrs warmisd�dumt Fort Pierce, FL 34946 (opyright02016A4Rooffmsse:-AathooylJonhoIII, P.L Reproductionolthis document, inanyfurn, isprohitiedrhhoatthemittenpamissiaaironA-1RoolTmsses-Anthooyl.lonho111,P.I. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM Al2 Half Hip 1 1 A0119742 Job Reference o tional Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:34:49 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-1blMv_OjA4RQP9m_7H75umNNzhJgNDcl EOWHgGyahma L1-0� 7-0-12 I 14-3-0 I 20.2-0 1 25-11-14 1 31_9-12 I 38-10_15 I 45-8-0 5x10 MT20HS= Dead Load DeB. = 1-1/TI6 in 4.00 F12 2x4 11 46 = 5x6 WB= 4x8 = 3x4 11 6 7 8 9 1 11 4x6WE)-- 5xl0 MT20HS W 5 W8 3x6 � 4 W4 W5 %J5// 11 3 W2 Vi 0 0 2x4 11 3 9 15 o N 1 2 18 16 12xl — 28 17 29 30 N 26 27 5x10 MT20HS= 3x8 = 31 32 33 21 20 4x6 = 14 13 12 48 = 300 = 3x4 = 3x4 11 3x6 = 5x6 = 7x14 MT20HS= 25-11-14 31-9-12 38-10-15 45-8-0 5-9-14 5-9-14 7-1-3 6-9-1 [9:0-3-0,Edge], [10:0-2-8,0-1-12], [12:0-3-0,0-3-0], [13:0-2-12,0-1-8], [19:0-7-12,Edge], [20:Edge,0-1-81, [21:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.90 18-19 >605 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.53 18-19 >357 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.62 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 287 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 2x4 SP M Tx4 BOT CHORD 9) This truss has been designed for a moving S e BOT CHORD 2x4 SP M 31 'Except' 2-26=-4485/4814, concentrated load of 200.01b live located at all mid B2,B6: 2x4 SP No.2, B5: 2x4 SP No.3 =-1047/1292,4814, 19-20=0/283, 5-19=-1047/1292, panels and at all panel points along the Bottom Chord, B4: 2x4 SP M 30 19-28=-6313/6923, 18-28=-6313/fi923, nonconcurrent with any other live loads. WEBS 2x4 SP No.3 *Except* 17-18=-4149/4706, 17-29=-4149/4706, W3: 2x4 SP M 30, W8: 2x4 SP No.2 16-29=-4149/4706, 16-30=-3547/4162, LOAD CASE(S) OTHERS 2x4 SP No.3 15-30=-3545/4163, 8-15=-867/917, Standard WEDGE 13-32=-1448/1730, 32-33=-1448/1730, Left: 2x4 SP No.3 12-33=-1448/1730 BRACING- WEBS TOP CHORD 3-21=-1269/1386, 19-21=-4529/4837, Structural wood sheathing directly applied or 2-2-0 oc 3-19=-1816/2068, 5-18=-2486/2420, purlins, except end verticals. 6-18=-984/1202, 6-16=-176/256, BOT CHORD 7-16=-434/492, 8-16=-640/675, Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15=-1485/1762, 10-15=-2527/2921, WEBS 10-13=378/534, 10-12=-2486/2082 1 Row at midpt 19-21, 3-19, 5-18, 13-15, 10-15 NOTES- 2 Rows at 1/3 pts 10-12 1) Unbalanced roof live loads have been considered MiTek recommends that Stabilizers and required for this design. cross bracing be installed during truss erection, in 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) accordance with Stabilizer Installation guide. Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS REACTIONS. (lb/size) (envelope) and C-C Exterior(2) zone; cantilever left 12 = 2047/0-3-8 (min. 0-2-7) and right exposed ;C-C for members and forces & 2 = 2143/0-8-0 (min. 0-1-12) MWFRS for reactions shown; Lumber DOL=1.25 plate Max Horz grip DOL=1.25 2 = 458(LC 8) 3) Provide adequate drainage to prevent water Max Uplift ponding. 12 =-98B(LC 8) 4) All plates are MT20 plates unless otherwise 2 =-1035(LC 8) indicated. Max Grav 5) Plates checked for a plus or minus 0 degree 12 = 2047(LC 1) rotation about its center. 2 = 2143(LC 1) 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 7)' This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-5165/4178, 3-4=-7323/6282, bottom chord and any other members, with BCDL = 4-5=-7248/6299, 5-6=-4998/4259, 10.Opsf. 6-7=-4681/4038, 7-8=-4681/4038, 8) Provide mechanical connection (by others) of truss 8-9=-4145/3537, 9-10=-4145/3537 to bearing plate capable of withstanding 988 lb uplift at BOT CHORD joint 12 and 1035 lb uplift at joint 2. 2-26=-4485/4814, 21-26=-4485/4814, IHnrlttaaemrylrhs s5dlkndix8e1i1D00Ch11 b1r5dStS(Asalnms0D:u3n11b1 t.WsersRpsED,SDiIeR;CMSSsNhfsTtreCYrljlYD:seiOn�NCIDJDMryrturdhr. .rhryttathrrdlphpt—frtft;du'Md egnhsmarsnpn tz3.lrsgsdllesbsh Tm: hr�.nhl,DDr.dt.u.lnlRl. m.it 1khopnngwkq.dmn.wMthonyl.TosnbOIII, P.E. as-druT-1..quc� iesrrrgnu:i do. 0—,t,G.hduei ihewira�urraisxr�dmnnrm�de.mm.rkarm:hd�rnId.pmedMnik�rzr�.rrztm,rrantd s 80083 6,offine'sipaad bftw.l0uln sdrdN RODCnldx yadlmnd pUnm dsiel,M1 GepeelShkl[neetia;IlS4rdfik/It TR rd AG errdnn fb'rsdipnf—Wl ie-6, rzgnuel6n nihfnd0.1,m D.Warrau DWI, ki—rdt—Y.43ner, d'. 4451 St. Lucie Blvd. rdrmnhraarrr: m.pdnna.r�Itermnmrhd11,1—DV.pbibenh101A,k1ligDoia;ntAll olmrdimi.. aAnienu. Fort Pierce, FL 34946 Upyriiiht02016 A•1 Roafftussas- Anthony Llanho III, P.E. Rnprodurtiaa aphis dowmeat, in any lorm,is prohihited whhoutihe mitten pemiuiaefrom A-1 RaolLasses- Anthony L Jonah lll,p.L i i TrussType Qty PIY Std. Pac./6811 EI A1AM A0119743 rXCAS681 A13 Half Hip 1 1 Job Reference (optional) ..r_e. e_a..,....,.,. i__ I— 11__ 10 4n.oe•�n �n•Ia ❑�.,o Al MOO[ I Fusses, rues rseesx, r� ova w,y��l,a ,� 48 = Offsets 4.00 V2 46 5x10 MT20HS WB-- 5 3x6 i:�- 4 3 W9 V V--- — ID:cS2yUAsdrwV4V5ztDIWWPPzmF 24-11-14 31-9-12 , 1-0 700 MT20HS= 4x6 = 2x4 11 5x6 WB= 4x10 = 6 7 8 g 1 WS _g 28 18 17 16 7x14 MT20HS= 5x10 MT20HS=3xB = 21 27 20 3x6 = 3x10 = 3x4 = Dead Load Defl. = 1-1/16 in 3x4 11 11 •r 11 0 0 9 a 15 7x14 29 N 14 30 13 3132 12 3x4 11 3x6 = 5x6 = 9-12 38-10-15 45-8-0 r ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.93 18-19 >585 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.57 18-19 >348 240 MT20HS 187/143 j BCLL 0.0 ' BCDL 10.0 Rep Stress Incr YES Code FBC2014/TPI2007 WB 0.99 Matrix-MSH Horz(TL) 0.66 12 n/a n/a Weight: 279 lb FT = 0% 9 'LUMBER - TOP CHORD 2x4 SP M 31 `Except` 9) Provide mechanical connection (by others) of truss T3,T4: 2x4 SP M 30 BOT CHORD to bearing plate capable of withstanding 982 lb uplift at BOT CHORD 2x4 SP M 31 'Except` 2-26=-4429/4818, 21-26=-4429/4818, joint 12 and 1041 lb uplift at joint 2. BUS: 2x4 SP No.3, B6,B4: 2x4 SP M 30 19-20=0/283, 5-19=-1041/1255, 10) This truss has been designed for a moving WEBS 2x4 SP No.3 `Except` 19-28=-6161/6876, 18-28=-6161/6876, concentrated load of 200.0Ib live located at all mid W3: 2x4 SP M 30, W8: 2x4 SP No.2 17-18=-4613/5285, 16-17=-4613/5285, panels and at all panel points along the Bottom Chord, OTHERS 2x4 SP No.3 16-29=-4085/4854, 15-29=-4083/4856, nonconcurrent with any other live loads. WEDGE 8-1 5=-861/909,13-31=-1585/1913, Left: 2x4 SP No.3 31-32=-1585/1913,12-32=-1585/1913 BRACING- WEBS LOAD CASE(S) TOP CHORD 3-21=-1271/1375, 19-21=-4485/4840, Standard Structural wood sheathing directly applied, except end 3-19=-1754/2048, 5-18=-1984/1924, verticals. 6-18=-1069/1279, 6-16=-199/529, BOT CHORD 7-16=-519/602, 8-16=-704f758, Rigid ceiling directly applied or 2-11-10 oc bracing. 13-15=-1613/1942, 10-15=-2871/3370, WEBS 10-13=-434/575, 10-12=-2613/2165 1 Row at midpt 19-21, 3-19, 13-15, 10-15 NOTES- 2 Rows at 1/3 pts 10-12 1) Unbalanced roof live loads have been considered MiTek recommends that Stabilizers and required for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) cross bracing be installed during truss erection, in Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, accordance with Stabilizer Installation vide. h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS REACTIONS. (lb/size) (envelope) and C-C Exterior(2) zone; cantilever left 12 = 2047/0-3-8 (min. 0-2-7) and right exposed ;C-C for members and forces & 2 = 2143/0-8-0 (min. 0-1-12) MWFRS for reactions shown; Lumber DOL=1.25 plate Max Horz 2 = 417(LC 8) grip DOL=1.25 3) Provide adequate drainage to prevent water Max Uplift 12 =-982(LC 8) ponding. 4) All plates are MT20 plates unless otherwise 2 =-1041(LC 8) indicated. 5) Plate(s) atjoint(s) 4, 6, 11, 12, 2, 20, 5, 17, 8, 14, 3, Max Grav 12 = 2047(LC 1) 21, 19, 18, 7, 16, 13, 15, 10 and 1 checked fora plus 2 = 2143(LC 1) or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 9 checked for a plus or minus 3 FORCES. (lb) degree rotation about its center. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 7) This truss has been designed for a 10.0 psf bottom when shown. chord live load nonconcurrent with any other live TOP CHORD 2-3=-5169/4187, 3-4=-7309/6230, loads. 8)' This truss has been designed for a live load of 4-5=-7231/6247, 5-6=-5576/4770, 20.Opsf on the bottom chord in all areas where a 6-7=-5499/4683, 7-8=-5499/4683, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8-9=-4821/4063, 9-10=4821/4063 bottom chord and any other members, with BCDL = BOT CHORD 10.0psf. 2-26=-4429/4818, 21-26=4429/4818, iuwy-FlaunenepntndearuRllO0f ilai�;SNEi^y 6Sf3ll Llaf6lDs01I4:4fi1fraYjlOnY')i(eWa:ftrost:tl'Iun SeralGvp pa�a9nsndndutsuors Snnhrile@nhl[Idf`�ed ne lnsnri.6xh la,rf.lh�S4nleNeesa. Cetrn "e.c.In ssle/mae Ra.W1 .. mreiammrPan,lme•esedrxatoenlredtlsetmsgsgE,r�eiu.`•re;nasssl �e:s�nsgm;IymmsmmeP,xedinpet:sasduln:nnpmpxamps.aadngacemdslr�:dymdnretooedl,atnml.rxtrvnmmpres.utiolnrsmeressmsw1 Anthony T.TomboIII, P.E. ndnetlRsLnslarw14ildx!isMrtgenu:lAi dne 0nn,aa0ndseAesbd geduMWiliq owpu,bd. tided dnelMnen(Wlieb.1 Wfupsrfaadllt1 lle ennnld6e TDo Wslfi:NrsedtkTnu, bddykuln slrge,WiNfisWhnas Oil' ne nspasildittel =80083 ' neltafmroes�vvaydmrnn.meduWWu111nsit sxoJ sdp:ids 191derunensp.0wWatindM!Insso:pn,rnngrmtynnnfrnss annana,nlns 4451 5t. Lucie Blvd. eMris:hMedka;xoas rpWeinanfiu iyxlpvmes lnrN11.1b bn'Deslye bib., is oirfteladdly Deslpen,uLan sldaa bima dni lolltn. Fort Pierce, FL 34946 (opydgbi02016A-1hofTrasses-AathoayT.TambeIll,P.LReprodudfanalthisdommeat,faaayform, isprohibited whboultdewritten permissionIrmoAdRaalTiasses-AmhoayVomboIII, P.F. Job Truss Truss Type City Ply Std. Pac./6811 El A XCAS6811AM A14 Half Hip 1 1 A0119744 Al Rnnf Tmgces rsrt Piorry r i aeoda Job Reference o tional 4x8 = 4.00 12 5x10 MT20HS= 46 5 6 5x10 MT20HS WBz T_ MIN 22 28 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 31 'Except` T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 'Except' B1,B6: 2x4 SP M 30, B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP M 30, W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 20-22, 3-20, 14-16, 11-16 2 Rows at 1/3 pts 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 13 = 200210-3-8 (min. 0-2-6) 2 = 2098/0-8-0 (min. 0-2-8) Max Horz 2 = 376(LC 8) Max Uplift 13 = -956(LC 8) 2 = -1025(LC 8) Max Grav 13 = 2002(LC 1) 2 = 2098(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5042/4083, 3-4=-7068/5985, 4-5=-6991/6005, 5-6=-6067/5199, 6-7=-5787/4995, 7-8=-6158/5141, 8-9=-5068/4205,9-10=-5068/4205, 10-11=-5029/4182 BOT CHORD 2-27=-4265/4697, 22-27=-4265/4697, mug , I w. o.- a rsuy a t zu rd mi i ex industries, Inc. noon uec 12 14:34:50 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-YnJk7KOLxNZHOJLAZ_XKR_wX15e86hjATgGrMiohmZ 26-9-9 31-9-12 37-10-4 44_R_n 29 19 30 18 17 7x14 MT20HS= 5x10 MT20HS= 21 3x8 = 3x6 = 3x4 = CSI. DEFL. TC 0.90 Vert(LL) BC 0.98 Vert(TL) WB 0.87 Horz(TL) Matrix-MSH BOTCHORD 2-27=-4265/4697, 22-27=-4265/4697, 20-21=0/282, 5-20=-979/1127, 20-29=-5854/6632, 19-29=-5854/6632, 19-30=-5311/6222, 18-30=-5311/6222, 17-18=-5311/6222, 17-31=-5023/5956, 16-31=-5023/5956, 10-16=-356/416, 14-33=-1723/2094,13-33=-1723/2094 WEBS 3-22=-1224/1321, 20-22=-4310/4700, 3-20=-1623/1941, 5-19=-1508/1513, 6-19=-1440/1722, 7-19=-735/388, 7-17=-122/296,8-17=-191/386, 8-16=-1082/996,14-16=-1754/2144, 11-16=-2879/3436, 11-14=-554/651, 11-13=-2706/2227 3x6 = 5x6 WB= 3x4 II 8 9 10 W9 16 W C 8x1 31 15 32 3x4 11 31-9-12 37-10- 7-9-14 3], [20:0-7-12,Edge], j21:Edge,O. in (loc) I/deft Ud 0.9617-19 >556 360 -1.68 17-19 >318 240 0.69 13 n/a n/a NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 6, 12, 13, 2, 21, 5, 18, 10, 15, 3, 22, 20, 19, 7, 17, 8, 14, 16, 11 and 1 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 9 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 956 lb uplift at joint 13 and 1025 lb uplift at joint 2. Dead Load Deff. = 1-48 in 4x10 = 3x4 11 11 12 0 0 N 14 33 73 3x8 = 5x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 268 lb FT = 0% 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wee!-nnntlmtyllrnriew5e'n-I10:t i1L55tn(S',ntiaZi3nt 1(WS6fil%alllalS fJSSOY{-IOr�}t(r10i?(LRY;YT kn lerartetlpw �rtvindr4snedc snuhripM�er(IW)ml Ge ltnolr.Iwea Gl; rF.lrk sSiex!telxt nt Cthoe2xalte salt/a Re ltC.ul( 14Trtt�tt$r pehltiAkuetiast txult tdi lsvTmsOesce Gpnwps,51.0 bpwy Its sad myMtgn Dos ntageardmprksmdeghwuyrecpcndilry Irb hVdIkOO inns egdd.WTRloly,af.TRL r:kcnvnvatcs<,, gal rvrauve umtr.� pnthon ' atid�nmfer�tdayttkttgndawrdau..r�u.nrnemdgdndrwt�o,,audtdduracetaimr�dvrraTtwamT.megndentmoal.rya.edetr,,:c;ve,en,iyd�gt.amlyav,tlnaTt;dutaen,rn+wfid YT.TomboIII, P.E. flash N,11 if,trcln. lfl dusdMul7DO nlSsrnCm nlinedaerdfr4iSg Oepeel Sc4¢HnceawillS4rrl6 knrinnlSSU atnlneree hrisydpl ce. iFFl idtnftert hTduniGtiad RLn.O. s,Tmt kfi 180083 gn pfynweritntsl!rnrraw<r,nlm TN r dlp4451 St. Lucie Blvd. dlnwnsdermrxvteMvavpadrpr u vtleg lymn imnvt n;c atan Draw vc rerrtelodug Rnipn,nuns Sidew flitter,dtglt7riq. Ylm/adnd Mann IsdtAwlwlnl. (opyrigbt 0 2Q16 A -I RodTmsses-Anthony T. Tanbo Ill, P.E. Reproduction ofthis dotumant, in any form, is prohilited witbuatihe mfien permission from A -I Roof basses - Anthony T. Tonho 111, P.E. Fort Pierce, FL 34946 I Job . PaC./6811EI A A0119745Reference CAS6811AM F-T-,e-TTTd HIP o tional At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:52 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIWWpPzmH46-UAQVX02bT?p?GdUZgPZoWP?sLvMWabiTw IxRby9hmX 1-0 1-8-14 3-2-0 7-1-15 11-1-0 14-2-0 19-10-3 26-5-1 31-9-12 37-10-4 44-8-0 1-4-0 1-8-14 1-5-2 -2 2-9-11 3-11-0 3-1-0 5-8-3 6-6-14 5-4-116-9-12 `J 4.00 12 3x4 II Dead Load Defl. = 1-1/16 in 5x6 = 3x6 3x6 3x8 MUMS= 4x8 = 3x4 11 = = 3x8 MT2DHS- 4x6 8 9 10 11 12 13 14 3x6 2x4 = 5 6 0 4 4 4 2x4 II 'W2 18 6x1 6 1 2 — 37 21 38 20 19 39 0 N 5 6 34 35 24 3fi 23 3x8 = 3x8 MT20HS= 3x6 = 16 15 27 2§3 4x8 = 3x4 II 17 40 41 4x6 = 5x6 = 5x10 MT20HS= 3x4 11 3x6 = 5x6 = 10x10 4x6 = 1-8-14 1.3-214 231-9-12 371084 l 37--11--115 3-1-134--12-0 1-0.5-0 1-5-2 69-12-0 0.3-10 Plate Offsets (X Y)— [3.0-2-12 Edge] [13:0-2-12 0-2-0] [15:0-3-0 0-3-0] [18:0-3-00-3-0] [22:0-6-12 0-3-0] [24:0-1-12 0-2-0][25:0-0-8,0-3-01,[27:0-1-11,0-0-91 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) 0.88 19-21 >607 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.54 19-21 >346 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.67 15 n/a n/a BCDL 10.0 t Code FBC2014/TP12007 Matrix-MSH Weight: 512 lb FT = 0% - LUMBER - TOP CHORD 2x4 SP No.2 `Except` 5) All plates are MT20 plates unless otherwise T1: 2x4 SP M 30 BOT CHORD indicated. BOT CHORD 2x4 SP No.2 *Except* 2-32=-2940/3133, 27-32=-2940/3133, 6) Plates checked for a plus or minus 0 degree 133: 2x6 SP No.2, B2: 2x4 SP M 31 27-33=-3097/3304, 26-33=-3097/3304, rotation about its center. 134,137: 2x4 SP No.3, B5,B6: 2x4 SP M 30 25-26=-1363/1472, 3-34=-5293/5881, 7) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 `Except` 25-34=-5293/5881, 25-35=-6787/7498, chord live load nonconcurrent with any other live W6: 2x4 SP No.2 24-35=-678717498, 24-36=-268/326, loads. OTHERS 2x4 SP No.3 23-36=-268/326, 7-22=-1603/1834, 8) • This truss has been designed for a live load of BRACING- 22-37=-7643/8735, 21-37=-7643/8735, 20.Opsf on the bottom chord in all areas where a TOP CHORD 21-38=-6400/7562, 20-38=-640017562, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 2-2-0 oc 19-20=-6400f7562, 19-39=-6157f7368, bottom chord and any other members. purlins, except end verticals. 18-39=-6157/7368, 12-18=-353/414, 9) Provide mechanical connection (by others) of truss BOT CHORD 16-41=-1939/2377, 15-41 =-I 93912377 to bearing plate capable of withstanding 952 lb uplift at Rigid ceiling directly applied or 5-54 oc bracing. WEBS joint 15 and 1030 lb uplift at joint 2. 5-24=-1353/1304, 9-21=-997f797, 10) This truss has been designed for a moving REACTIONS. (lb/size) 10-19=-89/391, 10-18=-1299/1195, concentrated load of 200.0Ib live located at all mid 15 = 2002/0-3-8 (min. 0-1-8) 16-18=1954/2412, 13-18=-347B/4205, panels and at all panel points along the Bottom Chord, 2 = 209810-8-0 (min. 0-1-8) 13-16=-641/715, 13-15=-2923/2385, nonconcurrent with any other live loads. Max Horz 3-27=-586/560, 3-26=-1958/1869, 2 = 334(LC 8) 8-21=-1516/1898, 7-21=-2538/2386, Max Uplift 22-24=-5565/6256, 5-22=-2072/2435, LOAD CASE(S) 15 =-952(LC 8) 4-24=-1157/1160 Standard 2 =-1030(LC 8) Max Grav NOTES- 15 = 2002(LC 1) 1) 2-ply truss to be connected together with 12d 2 = 2098(LC 1) (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 FORCES. (lb) oc clinched. Max. Comp./Max. Ten. - All forces 250 (Ib) or less except Bottom chords connected as follows: 2x4 - 1 row at when shown. 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc TOP CHORD clinched. 2-3=-3505/2804, 34=-7778/6638, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 4-5=-6761/5678, 5-6=-914517791, clinched. 6-7=-9091/7800, 7-8=-6962/5876, 2) All loads are considered equally applied to all plies, 8-9=-6681/5698, 9-10=-7573/6224, except if noted as front (F) or back (B) face in the 10-11=-6220/5101, 11-12=-6220/5101, LOAD CASE(S) section. Ply to ply connections have 12-13=-6144/5054 been provided to distribute only loads noted as (F) or BOT CHORD (B), unless otherwise indicated. 2-32=-2940/3133, 27-32=-2940/3133, 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) 27-33=-3097/3304, 26-33=-3097/3304, Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; 25-26=-1363/1472, 3-34=-5293/5881, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS 25-34=-5293/5881, 25-35=-6787/7498, (envelope) and C-C Exterior(2) zone; cantilever left 24-35=-6787/7498, 24-36=-268/326, and right exposed ;C-C for members and forces & 23-36=-268/326, 7-22=-1603/1834, MWFRS for reactions shown; Lumber DOL=1.25 plate 22-37=-7643/8735, 21-37=-7643/8735, grip DOL=1.25 21-38=-6400/7562, 20-38=-640017562, 4) Provide adequate drainage to prevent water ponding. taa.y.nrz p.plurpn.uliuornms(ute;arantnussel+omuenlodtrunr7umcte:urr�aWthup' dnruepJuS!uv!trzllhflphryPOLoe6rLLCarLTd,21Ie.-SkYed¢IruFtrss@paseadnGlRO.edr ALTA—m lle"""N' IW t'TDDWII"A!ISIU rrsug Tip.(),i,4,oeyTop..6!talu.1T;q.Wsow!ItwdWinksvnduf—by!.rulSdS44h,tlep 1,9ditVattt1.1111"W-1-Tiny1llr,lifplrFl.IkNflj!KAatt2iS,lltlYrp1e01i41pTilvat AnthonyT, Tornbo tIl, P.E. 1>t nedrasTnss lr mrhi0vl it Re pspnli:laJdM D.eer, Ra Onei!ldlld�d gedp M1lWi�O:npp,63l naeddhs 0:,&It(Alfs loxlkilGgsdrneRie. lkenmddlilIDDpe stfi:8.pd91irns;hdlliyMelay llpge6sld:lnwn7 impt skll:le lnrmiStldtd : # 80083 nlrlarnolsistppaammp.Men W.44ToIDDId9ernduanRp�rdvndta`buff ct..lsdegldurzle�ptlgrar;0eIfINUlm rlldpaWN.pdpid...tnte�lnalpsrnWoh's"sa.,do:tnssoripp,tmlDelnlmyslppttmsundrmu,aps: 4451St. Lucie Blvd. lap9hllefaRlya(paNgpdgmm�mglydlpm,buke.ThIngh1ohiaxrisNOT IkIdi1gD"Imp01nttdlrhim"O"gb5lhrLlptudcldtpxlxl¢ddudrrN' Fort Pierce, FL 34946 (apyright02016AdpoolTmsses-WonyLTorbIll,P.F. Reprododinofthis dommeet.inany form,isprobibiledadbounhewinanpormissiaa from AA Roof Tituses-ArihonyT.TomboIII, P.F. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM B01G Roof Special Girder 1 1 A0119746 Job Reference (optional) -• • • • - �,� ,y '_-a •,000.Lou . o.u<u s mug a 1 cu I rnnu a.uzu s Aug J7 zu1t5 Mt I ex mtlustnes, Inc. Mon Dec 12 14:34:53 2016 Pagel ID:cS2yUAsdrwV4V5ztDI W WpPzmH46-yM_tIL3DElxstm31E7413cY4GIjQJ l hd9eUVzl y9hmW 27-72-7 12-1.13 16-11-0 -0 24-10-12 26-0-6 972_731-10-8 33-8-4 3_ 4260--806--01t----8 1-9-1211.12 _ 1-7-8 3x6 3 2x4 II . 2 4.00 FIT 5x6 = 3x6 :�- 3x6 5 4x8 -- 3x8 = 7 2x4 II 3x4 II L3-_ 8 5x12 = 3x4 11 1 31c Dead Load Dell. = 3/'(6 in 3x8 = 3x4 11 i�tl i ,i,4x6fi 45 46 47 32 48 34 49 11 28 Si6 52 of 59 56 57 �60 59 6'I-`69 33 31 30 29 2x4 11 24 23 22 2x4 11 18 17 4x6 = 2x4 11 3x6 = 3x6 = 4x6 = 5x10 = 3x4 11 3x4 11 5x6 = 3x8 - 3x6 11 6x12 = 6x10 = 3x4 II 4x8 = 6x10 = 27-8-0 6-2-7 12-1-13 16-11-0 21.8-0 24-10-12 6-0• 31-10-8 33 4 35-0-0 39-6-4 43-6-6 46-0-0 6-2-7 5-11-5 49-3 49-0 3-2.8 -1-1 4-2-8' 1-9-12 1-9-02 4-0-4 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.29 20-21 >849 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.33 20-21 >753 240 MT20HS _ 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.10 17 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 271 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 `Except* B1: 2x4 SP M 30, B4,B7: 2x4 SP No.3 85: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W18: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 9-25, 7-27 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17 = 1143/0-3-8 (min. 0-1-8) 2 = 987/0-8-0 (min. 0-1-8) 29 = 2668/0-3-8 (min. 0-3-2) Max Horz 2 = 232(LC 8) Max Uplift 17 = -766(LC 9) 2 = -603(LC 55) 29 = -1740(LC 5) Max Grav 17 = 1161(LC 16) 2 = 1078(LC 51) 29 = 2668(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2160/1079, 3-4=-1433/810, 4-5=-1349/819,5-6=-750/569, 6-7=-709/576, 7-8=-1850/2338, Continued on page 2 TOP CHORD 2-3=-2160/1079,3-4=-1433/810, 4-5=-1349/819, 5-6=-750/569, 6-7=-709/576, 7-8=-1850/2338, 8-9=-1937/2360, 9-10=-985/1395, 10-11=-935/1353, 11-39=-2215/2325, 12-39=-2215/2325, 1240=-2340/2423, 13-40=-2340/2423, 13-41=-2340/2423, 14-41=-2340/2423, 14-42=-1443/987, 42-43=-1443/987, 15-43=-1443/987, 1544=-1345/925,16-44=-1345/925, 16-17=-1095/760 BOT CHORD 2-45=1 142/1984, 34-45=-1 142/1984, 34-46=-1142/1984,33-46=-114211984, 33-47=-763/1298, 32-47=-763/1298, 31-32=-763/1298,3148=-497/736, 30-48=4971736, 3049=-632/448, 29-49=-632/448, 27-51=-1439/1069, 51-52=-1439/1069, 52-53=-1439/1069, 26-53=-1439/1069, 26-54=-1428/1068, 25-54=-1428/1068, 10-25=-251/208, 24-55=-326/227, 23-55=-326/227, 23-56=-356/274, 22-56=-356/274, 12-21=-384/277, 21-57=-2128/2727, 57-58=-2128/2727, 58-59=-2128/2727, 20-59=-2128/2727, 20-60=-2128/2727, 60-61=-2128/2727, 61-62=-2128/2727, 19-62=-2128/2727, 15-19=-394/303 WEBS 3-34=0/291, 3-33=-757/450, 5-33=-106/454, 5-31=-869/485, 6-31=-171/353, 7-31=-667/1065, 27-29=-2691/1819, 9-27=-964/940, 9-26=-5/292, 9-25=-2593/2402, 23-25=-1380/995, 11-25=-429/444, 11-23=-911/520, 21-23=-1348/945, 11 -21 =-962/1450, 14-21=-679/384, 14-20=0/313, 14-1 9=- 1374/122 1, 16-19=-1148/1661, 27-30=-377/605, 7-27=-2598/1638 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 766 lb uplift at joint 17, 603 lb uplift at joint 2 and 1740 lb uplift at joint 29. 9) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 170 lb up at 34-9-4, 110 lb down and 115 Its up at 36-3-4, 110 lb down and 115 lb up at 38-3-4, 110 lb down and 115 lb up at 40-3-4, and 110 lb down and 115 lb up at 42-3-4, and 165 lb down and 170 lb up at 44-3-4 on top chord, and 428 lb down and 648 lb up at 33-10-12, 76 lb down and 9 lb up at 34-9-4, 59 lb down and 31 lb up at 36-3-4, 59 Ib down and 31 lb up at 38-3-4, 59 lb down and 31 lb up at 40-3-4, and 59 lb down and 31 lb up at 42-3-4, and 76 lb down and 9 Ib up at 44-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Bmhp-Flnv@un{e¢neea me'A-Iig;f tlASSO(1r00'j.6[13LtI!IYS6L1k0100lSfOSfOxj iP10'1r(Cf9n@eYfeiFun lrtErtuip pnedxs ullnlae'e,une'slm,GpipUnrm{jI�iWNIfiarLTulam;tf.lek.Tev SYu!tderl w. Celmmtualy sa7[la6l P0.ldr IATttsna4,pldn slAklselhr@e TOgult sd:t lnLms U:sgu{nax(u„Spuvq Gpx @e sxinmpNglgn:rdsmlCrylTdld@r lsak;ululuslo:nlympcaOShhr@llnf�d@e ms&Tm:iep do!&IOGu¢•Nn0F1. 17eksTr,:.aidn, kthrul4lus, snhll4 Anthon T. ndluel lT., uns In vry dikty l:@ensin,Lbligdtxg.nr,fa0mllo9mhd qMU Mkila'mg an:Qer,h@eudldA@lRC.@lIGn/It* Isllbil@!y!!1lulFfli.tle,pimdd@elagnf ea(e0.ud@eims;tldltiq�Amy,lae{badlfdiwnl F.ny slit YlW le;rmirliryd j Y Tombo III, P.E. 80083 t @nbir o,sl at600aan.IHuesMed'e lUCnl�mdnsnl drm,dle4gd G er FN 1 ri r{ epseslSdehNnmlteul(S4pelAdctlpaga an ufnnulhr{xndpilln.181idmu@elespnss4TAnnlWil,dRlnssO:stile,Tn,sAe:ipEyseennnss4ndlanu,ldns 4451 St. Luele Blvd. 1@awluNhMly1[antlspargn@ncsp 1p dl pmn lndM lgrns, Dedsl61hn11s CuI@llr:0iggl,Ipa,ttT,nsSpdn G{h,nda!Iglhllrt{. lll a{ndned lxannuddfnl4lrFL Fort Pierce, FL 349d6 (opyright 0201664 paoBosses- AmhonyT.Tomba ill, K &epsoJurlion aphis document, in any form, is prohibited without the switlen permission from A-]Naolfrosses• Aathanyi. Tomho ill, P.I. Type dry Ply Std. Pac./6811 El A A0119746 rJoCb AS6�1AM�BOI �G��Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, FortPierce, FL 34846, eeslgn(w_a-I(russ.com Run. 0.64u s LOAD CASE(S) I'Standard `1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-9=-70, 9-16=-70, 28-36=-20, 25-27=-20, 22-24=-20, 19-21=-20, 17-18=-20 Concentrated Loads (lb) Vert: 23=310(F) 39=-125(F) 40=-70(F) 41=-70(F) 42=-70(F) 43=-70(F) 44=-125(F) 56=-60(F) 57=-57(F) 59=-57(F) 60=-57(F) 62=-57(F) 63=-60(F) Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:53 2016 Page 2 ID:cS2yUAsdrwV4V5ztD IW WpPzmH46-yM_tIL3DEIxstm31E7413cY4GIjQJ 1 hd9eUVz1 y9hmW w�,ng-naunMgnrRn.ee laronnouo srtn;snauI'ML(oznlnLssmS(aa(wo' URUIRIau(rrn,n( erpp . nmrHle�suy:r<,sre,; m,:�pce;wn,r,norl.(.um,rt.t,kmSW1d e- e�,,,�xn.lsernelma,no,ul( ILT,t,m,au k,uriar�emeurndt lnTmsg,.e Fn.ee {u.sr,:�r(,I r, nnsln�IW,,ymRd,co yo.,ader�e;s;u„I eey,vrugrnpssna �s,lmpa Me co�er�, er�eanneluo„Ir,,uo mL rshsti.nnngnc;,leto(u,�i„c><+waa :. Anthony T. Tomtro III, P.E. ,dne,lmsTuss k:,n[r,iklcr is d, mpnn:tirydew gnq ka 0n0 ftivd noa 6,Inniq rngn,cIxrrl 9e,ed,d dM a,1,nelydL7lrugnh w118d. N enmd V. .0 A, Too jhrldn,(m,;Wdi4lodfin. slaep,murOw nl kanr sod: I, At siward A 80083 ' n,k�lrwg Uuigaall,dr,dw. 4�ed,ssd,di, neigC nitt¢peC;us nlPi,tw,sd/areiLtg be�cealSdeh�„odvm(I(S<lral6fh(IrtP n05(U cnAnn�elWrt�rdpflm.,.1(41ldn,sflrngrss�teia nif,findn:LrsiD-wpe,Tm ksip (yaeerMlms MaefiAnn,nlns 4451 St. Lucie Blvd. rnawtnanoenr,(xn,nepea.p,ur�c,�yzl rrn,:I,mAH.Ins,o,cp Colo. 1,101d,1W400P.,utnes SIMhIt.udnr roau,g. ulnr�ud lxa.mrstd�nraTna. Fort Pierce, FL 34946 (opyright 0 2016 A -I loof Lusm-AnihonyLlonbo lll, P.E. Aeprododion of this domment, in onyhrm, is prohibiled without lbe mfien permission hom A -I Aoo fivises-llnihonyLlonbo III, P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM B02 Roof Special 1 1 A0119747 Job Reference o tional oYaYu, ueafynlwd 1 uuss.wm Run: 8.020 s Aug 3i 20i6 Print: 8.02u s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:54 2016 Page 1 ID:eS2yUAsdrwV4V5ztDl W WpPzmH46-QYYFyh3r?c3jVwexogbGbg5FEi2O2UgmOIE2VTy9hmV 31-10-8 rt� 4-2-8 8-5-8 12-8-4 i 16-11-0 18-9-0 21-9-14 24-10-12 26-0-Ti 29-0-0 31-5-0 33-10-0 1-4-0 4-2-8 43-0 ' 4-2-12 4-2-12 1-10-0 3-0-14 3-0-14-11-8 2-5-0 0-5-8 4.00 12 5x6 = 1-11-8 1.5x4 II 1 2 3x6 = Plate 3x8 MT20HS-- 3x4 12xl8 MT20HS= 6 5 /ice J0 30 d6 29 3x4 = 2x4 11 8-5-8 4x6 7 8 3x4 9 Sao — " — 42 40 41 43 19 10x10 = 24 23 22 216x8 = 4x4 == 2x4 11 5x8 = 2x4 11 5x6 = It 21-9-14 Dead Load Defl. =11A in 2x4 !I 6 = 14 W 19 I4 C4 16 4517 3x6 11 46 = 2x4 I I 2x4 II LOADING (psf) SPACING- 2V-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. . 0.82 Vert(LL) 0.67 29 >448 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -1.10 29 >273 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.47 22 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 212 lb FT = 0% f LUMBER - TOP CHORD 2x4 SP No.2 `Except` T3,T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP M 30, B4,B6,B8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4,W15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-5 oc bracing. WEBS 1 Row at midpt 4-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15 = -676/Mechanical 2 = 838/0-M (min. 0-1-8) 22 = 2963/0-3-8 (min. 0-3-8) Max Horz 2 = 214(LC 12) Max Uplift 15 = -746(LC 19) 2 = -433(LC 8) 22 = -1182(LC 8) Max Grav 15 = 387(LC 8) 2 = 838(LC 1) 22 = 2963(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1612/1357, 3-4=-4138/3677, 4-5=-1070/955, 5-6=-1043/965, 8-9=-544/803,9-10=-1040/1336, 10-11=-3218/3748,11-12=-3351/3844, 12-13=-3036/3346, 15-17=-611/761 BOT CHORD 2-35=-1368/1487,30-35=-1368/1487, BOT CHORD 2-35=-1368/1487, 30-35=-1368/1487, 28-29=-9/256, 4-28=-1253/1513, 28-37=-3688/4212, 27-37=-3691/4209, 27-38=-747/1004,26-38=-747/1004, 26-39=.7461792, 25-39=-742f794, 8-25=-1324/1211,23-41=-2924/2617, 22-41=-2924/2617,22-42=-296/246, 21-42=-296/246, 11-20=-216/268, 20-43=-3480/3144, 19-43=-3480/3144, 19-44=-1561/1330, 18-44=-1561/1330, 18-45=-1547/1325, 17-45=-1547/1325 WEBS 3-30=-696f763,28-30=-1332/1440, 3-28=-2130/2447, 4-27=-3275/3007, 6-27=-394/585, 6-26=-1257/1203, 8-26=-936/1122, 23-25=-1541/1448, 9-25=-446/671, 9-23=-761/672, 10-23=-2085/2425, 10-22=-1000/903, 20-22=-3161/2851, 10-20=-1731/1530, 12-20=-401/159, 12-19=-854/1063, 13-19=-2072/1911,13-17=1442/1726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl_GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 15, 433 lb uplift at joint 2 and 1182 lb uplift at joint 22. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Aemr•Pktstars,�maa6e'4Ir_r 1rOSy(58t8'y fFlEnE iFLW 6NA�0nlf11CY{fi!EIjASp�P,i96Y�1'Gm, tali ktpyrtzYlxWlMegesatisimliatryt:t.urjlCC;edtl:G1ltt!I. GrmOttEGh+mu3lrtfGhn nt. r�tal t5nxat:ktlptt ir-0,ph pi:esam:MrMts lN:kneihlry lUFGientii rl{i,+nre:grhfiemiy teforTqutrDSt let^wuJ7PPnprnr;faxltpct�BtrtGt•:ad ap.ttroln:rnNitrltn AletstpdrnsitdtLau iquHwiiti7Pall,a{umt. iN{nrp nu�hs.;ts,5r utertat;sxhiir Anthony T. Tombo Ili, P.E. adtu tSWtinn Grm,Sad(up¢ellrµtcil�trdtll0ntr,&1c.ttrl tt6mit�gm>mb.tur¢t:ym,Gwcxi4adu1�f,3ta'slaltadlvcynenzelH-I. ntyutttldntl:Dwu1`nnrtd8eiir,4!tl uytadnysn!ys,ilsl'.estta%treat lttCl,6t!t pe<.5�:71at #80083 ' ie lc%prrlflptllddlttllithL t9#1i1t1atAAt l:e@{&rDSitl EE(raA.'¢ItiMrPG¢jRYSdi'iG!IXECIt1,1t$(j'rtdUlL�tl lNdd$rvl tlt ltrt!tEC+/(RplCftji(p:1, INI dtt¢1f �111irNi4fA1471dI{+'i11k1Yf rftif e/ti3nl; Ifitl �Fp GjYM/Fdi¢:11I�IOt1H,�t11 o4neife Ntueiile(M„ggetdqtt6ad'oryahrutiesanhtl, BeLru9tsi�lhghtlsil Ngl;:.tki'ius Enlpr>,rrnlsSimgGsiuelda7 Mdtiel, l.E ¢itu'indtn¢1 to t1lstetdg1146 .445t it. Lucie Blvd, • Fort Pierce, FL 34946 topyrf6bi02016A-IAoolliesses-Anlbcoyl,lomboIII, PZ birrodutrmnolibis document, intoy famispmbibfi dwaboulThenrintopermissionfiveA-lpooiTresses-AmbaayLlombe111,P.L d I 6 Job Truss Truss Type Q1Y Ply td. Pac./6811 El A A0119748 XCAS6811AM B02A Roof Special 1 T ob Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries Inc. Mon Dec 12 14:34:55 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-uk6dA14UmwBa74D7MY6V81 dQG6NQn_vdyzcl wy9hmU 12-6-8 16-11-0 18-9-0 21-9-14 24-10-12 6-0- 28-0-0 31-0-0 31-10 833-10-0 1-4-0 4-2-0 4-3-0 4-1-0 1-10-0 3-0-14 3-0-14 -1-1 2-5-12 2-5-12 10- 1-11-8 4.00 12 3x8 MT20HS-- 3x4 6 4x6 % 5 4 4 4x6 3 1.5x4 II 7 rn 1 2 I 3fi 26 37 500 MT20HS= 34 29 35 28 5x6 = 3x6 = 3x4 = 3x4 II LOADING (psf) SPACING- 2-0-0 `TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0_ Code FBC2014/TPI2007 1 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2,B3: 2x4 SP M 30, B4,B7: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W2,W4,W14,W12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-10 oc bracing. WEBS 1 Row at midpt 4-26, 9-19 rMiTek recommends that Stabilizers and required ross bracing be installed during truss erection, in ccordance with Stabilizer Installation rmirle. REACTIONS. (lb/size) 15 = -521/Mechanical 2 = 892/0-8-0 (min. 0-1-8) 21 = 2775/0-3-8 (min. 0-3-4) Max Horz 2 = 188(LC 12) Max Uplift 15 =-592(LC 19) 2 =-464(LC 8) 21 =-1065(LC 8) Max Grav 15 = 304(LC 12) 2 = 892(LC 1) 21 = 2775(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1759/1514, 3-4=-4641/4044, 4-5=-1415/1260,5-6=-1387/1270, 6-7=-294/287, 7-8=-278/312, 8-9=-174/418, 9-10=-2636/3295, 10-11=-2820/3368,11-12=-2652/3087, 12-13=-2504/2925, 13-14=-1470/1791, 14-15=-430/574 BOTCHORD 2-34=-1450/1625, 29-34=-1450/1625, 5x6 = Dead Load Defl. = 13/16 in 46 7 8 3x10 9 1.5x4 II 10 3x4 12 11 7Wx8q� 4x6 =' 1 IY%W20 14 24 0 25 38 4 77 io LJ1 A 3x8 = 4243 4 45 17 16 4746 10x10 = 23 39 22 40 214120 4x4 = 6x8 15 2x4 11 48 = 5x8 = 2x4 11 3x6 II 4.80112 CSI. DEFL. in (loc) I/deft L/d TC 0.81 Vert(LL) 0.72 28 >418 360 BC 0.91 Vert(TL) -1.20 28 >249 240 WB 0.74 Horz(TL) 0.53 21 n/a n/a Matrix-MSH BOT CHORD 2-34=-1450/1625, 29-34=-1450/1625, 29-35=-213/255, 28-35=-213/255, . 27-28=-13/259, 4-27=-1349/1673, 27-36=-4053/4801, 26-36=-4056/4797, 26-37=-978/1338, 25-37=-978/1338, 25-38=-379/507, 24-38=-378/508, 8-24=-1090/972, 22-40=-706/623, 21-40=-706/623, 19-42=-2909/2553, 42-43=-2909/2553, 43-44=-2909/2553, 18-44=-2909/2553, 18-45=-3156/2696, 17-45=-3156/2696, 17-46=-2107/1753, 16-46=-2107/1753 WEBS 3-29=-752f794,27-29=-1378/1534, 3-27=-2332/2792,4-26=-3539/3147, 6-26=412/609, 6-25=-1348/1271, 8-25=-700/888, 19-21=-2805/2485, 10-19=-307/400, 11-19=-465/271, 12-18=-300/352,12-17=-663/807, 13-17=-978/858, 9-22=-695/803, 22-24=-1152/1118, 9-24=-502/774, 14-16=-178511466, 19-22=-361/320, 9-19=-3177/2701 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 207 lb FT = 0% 7)' 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 15, 464 lb uplift at joint 2 and 1065 lb uplift at joint 21. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 'd4>x Hene'.sr>r; 4ekade'Sd £J2 i[05> 1f82°FE118A .tpk:t(gM:1tt145 rl11@H .niErLY9A:e9GY:NE'kem. rn ki nenz�4esa3teareMuaks iigf Hxsye�iR 16Pfi1tet#ISegi.lesaa114tEU(nenf llretlehu nu L#Ru M.'4er ie ft; eiwtetGg,aeip !lief ugeJwis:4s shfkvsedtu kel6iUkrdd.!lrts.rrN UNlfny,�acfhpUtiam;,3a sq�ney76Pnyttfr4;gsat(hxexlteTtk3aa4d!qiffnbl,a.puvalG{M4:is,ipatUeflarHieas3 iepidfFsn(tl}6a3p,afsi)81.nksYpe. ntirat6aa!,6ssfsp mt+tstf; s+hiitit! Anthony T. T0r1ib0III, P.E. Yd.Jf'.kh rn:s lnetrlifdlff]S}flipfolr✓tri&-.ceu,�C.x4ffse irdgedgthe 6a'6eldestg ,i0hl t>t'Ik il(,.eQ.'Wp kdlYiL0.Jef3f iddiP(i tliq�ttNldp47i9dY efr5tie .t tl3f llni, i[98 iAr. ddtete,�:.tdt'deei!dbeial f4¢1.kffit ffpkt4iii 7r3 t. 80Q$3 ' lrP.�frie:.fpM aiirsea ni. lg KYlfllfib�lt•'gH:flirfXfriff @tgFFi£.`'Rlf4ffIQ 3JrICfR 1i�3�iEffSe1114((Sr]�klllf3_h1{(ri eii .66illeh.IPNfikrgMnel �i{f6U. tlMi ke6{S R1lSpeifl: 43e6t 3fitSf(titi•f9gP51�!f, Lin QeljAkf9tN B{iMf{'87atlnY.rekSf 4451 it, Lucie Blvd. rtneisratedltocf6aagnsgaknahyl,esrmnardnc�tlaugsts xmskrirq�sfx.mtasfLnbrerdsstur,+t.zg,etne!xim�9eegk';fetkltbt. Fort Pierce, FL 34946 fopgrigtit5: 1i11gA-I Baai ifasses-Anlbaayl.lamho lL', P.E, taprada0ian atlhis daamnt,in any lmar: is plaMbited,.Aaanfiewrinea perminiankemA-1 tnai busses-Antbasyl. laabo lll,P.L Job Truss Truss Type 4ty Ply Std. Pac./6811 El A XCAS6811AM B02B Common 1 1 A0119749 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. MonDec 12 14:34:56 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-MxgONN56XDJRIEoKvFdkhFAYNW kFW NW3rcj9aMy9hmT r1 4-0 5-10-13 12-3-8 16-11-0 21 6-9 24-10-12 28-6-2 33-10-0 1 1 4-0 5-10-13 6-4-12 4-7-8 3-4 4 3-7� 5-3-14 5x6 = 4.00 F12 Dead Load Dell. = 3/1 S in 3x6 = 3x4 = 3x8 MT20HS= 3x8 = 3x6 = 5x8 = 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOTCHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 14-12 oc purlins. BOTCHORD Rigid ceiling directly applied or 54-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1122/0-8-0 (min. 0-1-8) 12 = 187810-3-8 (min. 0-2-3) 11 = 139/Mechanical Max Horz 2 = 151(LC 16) Max Uplift 2 = -553(LG 8) 12 = -771(LC 9) 11 = -85(LC 13) Max Grav 2 = 1122(LC 1) 12 = 1878(LC 1) 11 = 294(LC 28) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2300/2029, 3-4=-1841/1557, 4-5=-1770/1573, 5-6=-894/900, 6-7=-887/890, 7-8=-60lf147, 8-9=-699/735, 9.10=-706/659, 10-11=-249/389 BOTCHORD 2-24=-1814/2124, 16-24=-1814/2124, 16-25=-1001/1385,15-25=-1001/1385, 14-15=-1001 /1385. 13-14=-141303, iC$iQ7 CSI. DEFL. in (loc) I/deft L/d TC 0.97 Vert(LL) -0.2716-20 >999 360 BC 0.80 Vert(TL) -0.4816-20 >626 240 WB 0.91 Horz(TL) 0.06 12 n/a n/a Matrix-MSH BOTCHORD 2-24=-1814/2124, 16-24=-1814/2124, 16-25=-1001/1385,15-25=-1001/1385, 14-15=-1001/1385, 13-14=-14/303, 13-26=-14/303, 12-26=-14/303, 12-27=-333/308, 11-27=-333/308 WEBS 3-16=-52lf727, 5-16=-327/575, 5-14=-823/885,6-14=-214/325, 7-14=-462/661, 7-12=-1578/1485, 8-12=-1 96/295, 10-12=-529/669 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) All plates are MT20plates unless otherwise indicated. 4) Plate(s) at joints) 4, 6, 9, 2, 15, 16, 3, 5, 14, 7, 8, 12, 10, 1 and 11 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 13 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been. designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 553 lb uplift at joint 2, 771 lb uplift at joint 12 and 85 lb uplift at joint 11. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 166 lb FT = 0% ZtAnthony T. Tombo I1.TP.E. eaine aHts Pnnina!rradiequttssxµc✓iys`I�D.ns,®sC.ufs saCude!a6e lui lasn,u5natla4>€16e7t; is 9t ei n:hsdl¢:eLE ale sa3D17. fn ytnMalitiwami nt+eN ,t a:rxs,xrvEi lSi�isbsh q!,s1aD�uudirxstslsGka Gxrsputdi$0083 �, �ratxeotmsknxisnse4nm8Ludei;rihsa. itFl ir'vesde nitxesi.Srnsulk�es s!t4aTnss Xa' Gsn Das: 44St St. Lucie Blvd. Fort Pierce, FL 34946 UpyrigElsi2Dl6AARoollinsas-Anttnxyl.TodaIII, P.EI-Pladudanals6isdasamenl,iaany lesu,isprefiNdyafiao! The TrineapuinissiohamA-ltooiisassas-Anlbonyl.lomhalll,P.E. XCAS6811AM IB03 lCommon 1 A0119750 ;es, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:56 ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-MxgONN56XDJRIEoKvFdkhFAepWIV WSv3 5 en e3 1� 3-8 16-11-0 24 4-0 29-5-1 33-10-0 �5-2-Q 15 �..- - - i r4T 5-10-13 6 4-12 4-7 8 7-5-0 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-10 cc pudins. BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 1 Row at micipt 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 2 = 1085/0-8-0 (min. 0-1-8) 13 = 1889/0-8-0 (min.0-2-4) 10 = 257/0-8-0 (min. 0-1-8) Max Horz 2 = 139(LC 16) Max Uplift 2 -534(LC 8) 13 = -993(LC 9) 10 = -379(LC 9) Max Grav 2 1085(LC 1) 13 = 1889(LC 1) 10 337(LC 20) 4.00 F12 3x4 = 3x8 MT20HS= 16-11-0 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2193/1892, 3-4=-1732/1418, 4-5=-1660/1434, 5-6=-816/763, 6-7=-824/723, 7-8=-727/743, 8-9=-741/642, 9-10=-202/434 BOT CHORD 2-26=-1615/2023, 17-26=-1615/2023, 16-17=-811/1279,16-27=-811/1279, 15-27=-811/1279,15-28=-638/957, 14-28=-638/957, 13-14=-638/957, 13-29=-295/174, 12-29=-295/174, 12-30=-295/174, 10-30=-295/174 7-7-9 CSI. TC 0.63 BC 0.72 WB 0.63 Matrix-MSH 5x6 = 3x8 = 3x6 = 5x6 = DEFL. in (loc) I/defl Ud Vert(LL)-0.2717-22 >999 360 Vert(TL)-0.4717-22 >615 240 Horz(TL) 0.04 13 n/a n/a BOT CHORD 2-26=-1615/2023, 17-26=-161512023, 16-17=-81 1/1279, 16-27=-811/1279, 15-27=-811/1279, 15-28=-638/957, 14-28=-638/957, 13-14=-638/957, 13-29=-295/174, 12-29=-295/174, 12-30=-295/174, 10-30=-295/174 WEBS 3-17=-522/730,5-17=-337/576, 5-15=-817/863, 7-15=-1234/1463, 7-13=-1561/1614, 9-13=-635/1301, 9-12=-415/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 534 lb uplift at joint 2, 993 lb uplift at joint 13 and 379 lb uplift at joint 10. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. = 3116 in 5x4 II sn 11 h a 1.5x4 11 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 168 lb FT = 0%n itnag-neessdrrefk¢nne=�:v_Irde; nmsnr a;,s�an �:rssl:ueDm�.nsmsmu-rDr;inucica:[Drurlrfna Tnartuip�,-dnsner:alweernay,o-nsc<dpon.�gpoD;arnrl riGs<Gia:r.r.won, skeudnrw. Dd¢nrrn.iur�r!®erleD.rdr JbIA.emrplehssblL••ssetWrCeTtdulrydl.1'.1, sDnnxhJ-ii.e,Sfcdyfgiwptit snl-gTDDrgnstdineatest¢d11'JMasndesrourugresfn:dD3ykhteodIhOlhTrssrtje6dAnthony T.TomboIII, P.E. ne Heel C�isLns W; wrUikag is he rtspnsa:infdM D.eer,f Orwh ortlsr'nd gwGu nelalfag Dr.:yen,n0.e udrddlir aGlG lKal yx�ISrilGgsdeullAl. Rx efpmldllrl00u1 syfieNnedfielnss; IrdernjNad'mg, slaef:,hsGCeDwntimag sid le Dz ngrniigiryd =80083 ' de ragfmgg:signai Gaaren. ADMss sd sd'u&IDDnlnxrnaimedp:eelandtfekidq Gzpenl Sdehldnzd'ua8(Slipl6kllrlrndSiU�ardrmtlfu(�rd piiar�. iiFi td'ins@rngnvIilani imesd R:lns;D:spa,imss ksip Eysen ntlnss 4ndu'lnu,edsss.. 4451 St. Lucie Blvd. rtlnxts:Grm>dlyr:eM�apeMgnavnTxsly«IpDies mdrxd rn rn;so<da Gfmnls rotnr utugadpa,nlssss.<ydsa[ga:adrq l:al�. all ufaderlsnasmnasnnldnu. _ Fort Pierce, FL 34946 (opyrighI02016A-IRaofTrusses-WonyL lombo III, P.I. Rmodudion of this document, in any hrm,is prohibited whhourybe mfien permissionfrom Ad 100Musses- Aathonyr.Tamho Ill, P.I. Job Truss Truss Type Qty Std. Pac./6811 El A XCAS6811AM B04 Hip 1 TIY 1 A0119751 Job Reference (optional) I Ruur I susses, run Pierce, FL 34946, oesign@airruss.com Run: 8.020.s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:57 2016 Page 1 , 15-2-0 18-8-0 5-0-6 3-6-0 4.00 12 5x6 = 5x8 = 6 7 0-0 Dead Load Dell. = 3/11.6 in i 5x4 II 12 3x6 3x4 = 3x8 MT20H8= 3x8 = 3x4 — 3x6 = 5x6 = 1.5x4 11 3x6 = = — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.20 17-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.40 1.7-19 >725 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.04 14 n/a rue BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 177 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt B-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1072/0-8-0 (min. 0-1-8) 14 = 1936/0-8-0 (min. 0-2-5) 11 = 224/0-8-0 (min. 0-1-8) Max Horz 2 = 126(LC 16) Max Uplift 2 = -540(LC 8) 14 = -1024(LC 9) 11 = -372(LC 9) Max Grav 2 = 1072(LC 1) 14 = 1936(LC 1) 11 = 313(LC 39) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2155/1805, 3-4=-1862/1546, 4-5=-1767/1554, 5-6=-963/871, 6-7=-892/890, 7-8=-619/545, 8-9=-799/872, 9-1 0=-814/81 0, 10-11 =-1 45/414 BOT CHORD 2-28=-1533/1983, 19-28=-1533/1983, 19-29=-1028/1496,18-29=-1028/1496, 17-18=-102811496,17-30=-65/500, 16-30=-65/500, 16-31=-768/1041, BOT CHORD 2-28=-153311983, 19-28=-1533/1983, 19-29=-1028/1496, 18-29=-1028/1496, 17-18=-1028/1496, 17-30=-65/500, 16-30=-65/500, 16-31=-768/1041, 15-31=-768/1041, 14-15=-768/1041, 14-32==291/170, 13-32=-291/170, 13-33=-291/170, 11-33=-291/170 WEBS 3-19=-341/494,5-19=-253/506, 5-17=-781/837,7-17=-594/680, 7-16=-680/699, 8-16=-1233/1488, 8-14=-1 59511574, 10-14=-685/1370, 10-13=-404/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and'C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 6, 7, 9, 2, 19, 3, 5, 17, 16, 8, 14, 10, 13, 1, 12, 15 and 11 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 18 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 lb uplift at joint 2, 1024 lb uplift at joint 14 and 372 lb uplift at joint 11. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard w*,ng-rinm�urn!b.r�'II nossFuus}slr3arsuscusninautunouFte3iueeaa;uaulrrmatnmain�nnsntnd.ou��srnsse;:gsnrbl�r,oanr�nrtr��t:m:rt.IA..sir.r;tn;.nc;tnsd—nesasdwe;ro,ntr ILlstnemw'Ad" sWIseudto ftIDDuk erat Iserrns gage le xi:.e,5lsas�Eci�!!In:scum; m;!ymmsmn:s !saa!rsa!:saadn�:srbg!ar sAgbr9e tnpei meson Tres 1,,M rs;roouir,nisml. rxtmry mmnns. �ebsudnnc mnee'!.'III, P.E. ,: AnthonypthT. Tornb mmdVS:srnnhrgUads; like rtspnb:latd6rgan,tra ands aAlwrsN grCnroe kill�as ,is3e uded dsn0(.ftelG QitielulSillielndeWRi t. lee epmddtielaeetedfi;N.udfleims, irdernyhu'lo-1, 9nge,bs6feligrdhnat skdl leRx n!prsrlidid - zornb ' Ise Bclfat Usi�rm�Gaoeaw. mrsles ssl rd'ue:IDC ed@e lnairc;ed ryaernndrazbilahcrysnl Sa4b ldnseomlr[S�idGstethtri ntSPU m,danulfx r:!edpi6ne. 1e4l eefinRe nyns�idn edhaesdtlnss Oexper,irns k!iry hirwmdlnss4ardrarrr:,nlm dlnwbeddmedira:odrnleQ®dryn k vden ht7tanks bednA li! rnttPnb fesmn is F;itls trlliygerlpn;xtratr5lmn Gtbar! dnrlaillbR iO ndlldtrea krnr m rs defirN rc it41. 4451 $t. Lucie Blvd. • Fort Pierce, FL 34946 (apyright92016A-IRaollmssas-AathnyMonbaIII, P.F. Reprodudioealthisdoromens,inanyhrm,ispmbibitedwishounbewrinanfnmissioefronsA-IRaotTmsses-AetbonyLTomb 111,P.E. i e i Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119752 XCAS6811AM B05 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. on Dec 12 14:34:58 2016 Page 1 ID:cS2yUAsdrwV4V5ztD IW WpPzmH46-JJnmo37M3rZ8_Yyil ggCmgFuFJOv_HIMJwCGeEy9hmR r1-4 Q 6-3-15 13-2-0 20-M 24 4-0 29-5-1 33-10-0 35-2-Q r-4-0 6-3-15 6-10-1 7-6-0 3 8-0 5-1-1 4-0-15 14-0 11 Dead Load DeO. = 3/16 in 5x8 = 5x6 = 4.00 12 3x4 4 5 42x4 6 1.5x4 11 3 1 1,01 4 W 3x4 7 o 0 v 1.5x4 11 n 1 2 8 g n jo 25 16 26 15 14 27 13 1228 11 29 10 30 1.5x4 11 3x6 = 3x8 = 5x6 = 1.5x4 11 3x6 3x6 = 3x4 = 3x6 = 6-3-15 13-2-0 20-8-0 24-4-0 29-5-1 33-10-0 6-3-15 6-10-1 7-6-0 3 8-0 5-1-1 4 4-15 Plate Offsets (X Y) [4:0 5 8 0-2-8) [6'0-1-12 0-2-0] f11'0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) , 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.37 14-16 >798 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 170 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except' 132: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1062/0-8-0 (min. 0-1-8) 11 = 1971/0-8-0 (min. 0-2-5) 8 = 198/0-8-0 (min. 0-1-8) Max Harz 2 = 111(LC 16) Max Uplift 2 = -544(LC 8) 11 = -1062(LC 9) 8 = -360(LC 9) Max Grav 2 = 1067(LC 19) 11 = 1971(LC 1) 8 = 297(LC 39) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2142/1729, 3-4=-1273/1031, 4-5=-302/270, 5-6=-321/238, 6-7=-880/980, 7-8=-140/397 BOT CHORD 2-25=-1456/1969,16-25=-1456/1969, 16-26=-1456/1969, 15-26=-1456/1969, 14-15=-1456/1969,14-27=-601/1148, 13-27=-601/1148,12-13=-879/1113, 12-28=-879/1113, 11-28=-879/1113, BOTCHORD 2-25=-1456/1969, 16-25=-1456/1969, LOAD CASE(S) 16-26=-1456/1969, 15-26=-1456/1969, Standard 14-15=-1456/1969, 14-27=-601/1148, 13-27=-601/1148,12-13=-879/1113, 12-28=-879/1113, 11-28=-87911113, 11-29=-349/165, 10-29=-349/165, 10-30=-349/165, 8-30=-349/165 WEBS 3-16=01304, 3-14=-898/931, 4-14=-230/518, 4-13=-1065/958, 5-13=-324/392, 6-13=-1195/1492, 6-11 =-1 646/1516, 7-11 =-754/1418, 7-10=-385/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 544 lb uplift at joint 2, 1062 lb uplift at joint 11 and 360 lb uplift at joint 8. 8) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. w,uat-Flevtlm,¢IrrenerWAI107IIIrSSISf1f,1a.0alffI'M6Dulness Niloill ,/1110111 Orb.n1,41kilp46orL1.1112,ILIrknaWild,-Gdrvwh h:4telmR,IEgrdf wtsA,oe,Oerdd,s,Adlie,see+arl,tonal„at A„Im,nug [,r�,g(wsn�,gr,f��er a„elumrla, r�urmso,c, r,dc, f,d,:s1„de,,:rciy,nl�:lur�rrxA,s�,dmem�rrm:r,f�:d r, neloo,df,ndnml. rxem�naufeses.letuf mrmuc sul�cnr Anthony T. Tombo III, P.E. .1.111n111111W.7hilblho..,a,n.'es'„ad,f,d.,MWaro„par,as,.d.ddlt:a;.k1K.1ImhotWeligad,mnna.lh,Rmdde,must.re,u.ochem,,;ad,thftnaufwq,,osl,cda,e,ii—I,Aalhauslu,armfd # 80083 ' a,h,Irro:s��,rathn,mr.m,d,ssd,aalmtoe,d fuc.us,dpys,rmdmhilmgr,rtseslSd,gldEru,rhnpaQf,md,nrm,asruwrmn„ulac�wydp,iaw,.tnitdn,ra,regnv�iA;mnlnamrfn:l„sro:x�u,iu,sur,ip,ty!r,amnnnVn,ad.,r,,dms l 4451 5t. Lucie Blvd. dlawh,lefm>Alrt;whm,pedgnanmrg AJt41,rI1es lndnd lh lnaDers btaw IS lark hdlae hnsal,nLrss sift hia,w duthd6,r. 91 usINad lwxs,nrsddtulattN. Fort Pierce, FL 34946 (oppipbta20ldAdpooffrusses-Anthony T.lombo111,p.f. litprodunionofthisdosameot,inany farm, ispmhi6itedwhhouithewrittenpermissionfrom AdAaof sasses-ArdooyLlombo111,p.i. Job Truss Truss Type Oty Ply Std. Pac./6811 El A XCAS6811AM B06 Hip 1 1 I A0119753 Job Reference (optional) I Usses, r,, WCZ, FL . v4u, uesyn%-_a ntubs.wrn Run: 8.020 s Aug 31 20% Print: MUZU s Aug 31 2U16 MiTek Industries, Inc. Mon Dec 12 14:34:58 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-JJnmo37M3rZ8_Yyi i ggCmgFwOJNG_HKMJwCGeEy9hmR r1-4-q 5-3-3 11-2-0 17-8-15 22-8-0 24-4-0 29-5-1 33 10-0 35 2 Q 1 4-0 5-3-3 5-10-13 6-6-15 4-11-1 1 8-0 5-1-1 4-4-15 -41�-0 5x8 = 4.00 12 1.5x4 11 5x6 = 1.5x4 11 5 -, Dead Load Defl. = 31116 in I- io za za 13 5x8 - 30 31 3x6 = 1.Sx4 I I 3x6 = 3x8 = 3x6 = 1.5x4 11 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.15 14-16 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.35 16-17 >845 240 v BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 172 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc puriins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1036/0-8-0 (min. 0-1-8) 12 = 206510-M (min.0-2-7) 9 = 130/0-8-0 (min. 0-1-8) Max Horz 2 = -95(LC 13) Max Uplift 2 = -535(LC 8) 12 = -1132(LC 9) 9 = -322(LC 9) Max Grav 2 = 1050(LC 19) 12 = 2065(LC 1) 9 = 261(LC 39) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2138/1683,3-4=-1458/1132, 4-5=-780/616, 5-6=-780/616, 6-7=-916/1111, 7-8=-1067/1170, 8-9=-175/584 BOT CHORD 2-26=-1429/1971, 17-26=-1429/1971, 17-27=-1429/1971, 16-27=-1429/1971, 15-16=-748/1333, 15-28=-748/1333, 14-28=-748/1333, 14-29=-462/787, 13-29=-4621787,12-13=-4621787, 12-30=-526/198, 11730=-526/198, 11-31=-526/198, 9-31=-526/198 WEBS 3-17=0/271, 3-16=-716f745, WEBS 3-17=0/271, 3-16=-716/745, 4-16=-186/446, 4-14=-672/638, 5-14=-475/539, 6-14=-1235/1501, 7-12=-295/428, 8-12=-755/1456, 8-11=410/292,6-12=-1535/1301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 Ito uplift at joint 2, 1132 lb uplift at joint 12 and 322 lb uplift at joint 9. 8) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wmer-ew„�e�trR��.��tnagrnos<a;xvo jsnsu musem,omeurosrou�lnearrgrurerr�r�er��an,w,K/.w„um,m„ee,q,oR.:rl�;�mrds®rr.ree,m,r�.rdg,�,srnfd�r.�. ¢d,,,o��.i,em:twe,aa.mr 141ttr�me0n rIGtS svellkue{4rltraopk rdt is arms ges¢ 6rsser{It,Srea,�hrltte a 9e,al nagi6 repesoas®ecg4arr d� ride:sUtilug:nroampu6itrybr3, hslp dew sntle irtss krelJre rarlgaedr,glnitVl. I�hsipunaraeey leeloimleu¢,,etdaq wned�,umw: a�ttE< t:seR, tma: dmg.eR,ag,wr,eamid aaniseuu on MthonyT. Tombo III, P.E. ' r r �h q P ,bee uav dfie0.46e ttel sM W9liquHMm.t. Ik rp nddlieIDOs t eyfrN.uddrrmetrdety doy,lage,Ml, suwNFanr sShchrxrtsrnsr ryd # 80083 lie Uixmroesipweed 6okean. NMess rq Na 1k, TlpiNO 15.1am h gal Ulliq fli., Sygr Our m di W111xse, regnxnfief nr6fiecdlrrns:U:riper,Tmss ksn,Fq`nrenlrnss 4ueh9nn,nkss 4451 St. Lucie Blvd. ttkMse4emdere romtlrycdepew nexn he rrttei imBet IN tm, beilse 6:�t u Egid, railligge,ip,,aLnsSlsln[g6,n dmM:111q. Ncgodtrd Iwe: m n dd�edwinl. (oppight 0 2016 A -I Aoof sasses-Amhaoyl.lanbo 111, U tep edunin al this domment,in any him, is prohibited without the written permission from Ad lodliusses- AmhooyLlombo 111, P.E. Fort Pierce, Fl. 34946 Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119754 XCAS6811AM B07 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inca Mon Dec 12 14:34:59 2016 Page 1 ID:cS2yUAsdrwV4V5ztD IW WpPzmH46-nWL8OP7_pBh?chXvbNBRIto5HjkPjIRVXaxpBhy9hmQ 1 4 0 5-8-3 10-2-0 15-7 6 20-0-0 23-8-12 ?A -0 5-8-3 4-5-13 5 5 6 4-10-10 3-2-12 0-3-4 4x4 = 3x8 = 2x4 II Dead Load Defl. = 114 in 3x8 = 3x4 = 3x4 = 1.5x4 II 5x6 = 3x6 = 10-2-0 LOADING (psf) SPACING- 2-0-0 - TILL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1185/0-8-0 (min. 0-1-8) 9 = 1220/Mechanical Max Horz 2 = 332(LC 12) Max Uplift 2 = -589(LC 8) 9 = -481(LC 9) Max Grav 2 = 1185(LC 1) 9 = 1220(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2441/1967, 3-4=-1970/1489, 4-5=-1829/1483, 7-10=01277 BOTCHORD 2-19=-2202/2255, 13-19=-2202/2255, 12-13=-1475/1731, 12-20=A475/1731, 11-20=-1475/1731, 11-21 =-1 158/1540, 10-21=-115811540, 10-22=-l190/1570, 9-22=-1190/1570 WEBS 3-13=-496/655, 4-13=-65/353, 5-7=-1718/1389, 7-11=-351/268, 7-9=-1822/1379 CSI. DEFL. in (loc) I/defl Ud TC 0.80 Vert(LL) -0.3413-17 >849 360 BC 0.90 Vert(TL) -0.6513-17 >437 240 WB 0.83 Horz(TL) 0.08 9 n/a n/a Matrix-MSH NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 23-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water pone ing. 4) Plate(s) at joint(s) 1, 4, 6, 10, 7, 8, 2, 13, 3, 11, 5 and 9 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 12 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 2 and 481 lb uplift at joint 9. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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 Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 7-8=-100(F=-30), 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 PLATES GRIP MT20 244/190 Weight: 130 lb FT = 0% tFax*r-IftneStrv�lT tek3 kt'Il r90r1lOSSYTSEIIEt'kFEADrl�W6(6�'ittdlSlE:lr'.11{C7(D'jl:tXOk4W6S4'NI'hm.(n$kcg(vuRtsadsMetlra�s irtss[stm:sr+uiQ6i;cllis 7elSsryl.lemol4,rt(�.Mrtu 3tttSSefirz ue. tlMas dxnbe stfein4t iF-0,xh ui;eFsut�rrkta str:NntdM6t ll@dNnlr(. LtTnss htsgehriavy:a,Sitrtiryii;uevoSt ndveyTW+eprnts7nxter4xsidtishtnWWegvtvuf;tgut;:ryfa kttetiptdhtsuSlsltstit iyi�tlmRsfMah,ata )Sil. tirk:ilt nuapmv,brksrate( n,ssM#; Anthony T. Tombo III, P.E. mintvvh fnnhtmAt(a(n9srr,Faui !t�0.ett,ne 6suisu".�nvelyWvme k:✓;y�tnpv,lahtadntd6a lt(, �maa htd i:.`tiar nlead;FU. Tnytrttdd6tl.DW ary SeNredBt`ne4�+ri�T S.v+ � "s�lsret>bdie&txspn!o(7(� 380083 3tltivar:§sirre>lfvnuV.tAttessvvtvYatPheeifxrta5use(ra 3test(deraJay6e tCSsitr(dvn6in(tW`ptiiskdtytrletlShrlmuhrcv.�ifninvelr;;dva.T114W.esdtrtytes7i tsnfftitrtfithesshtugv,ImshestgFOW-91M%9rn(ufnv,Nen 4451 it. Lucie Blvd. >4et+ind6.udhe(taa3getlyttberiis7l}tfivanastltL;teins htsi}�tigin i:Mhflt rtedq:tUpx,vtntsSsthv'rpvtttvlui lu:vet, 1II¢{isi¢elh�rstnatt`.adh UFl. Fort Pierce, FL 34946 Eepyrihll0 2016 A-1 Aoof louts-Anlicey 1.lomlo III, f.E..eprodattioo oiNs doomtoL in any rcrm, is prolibntd+above [he mire permission homA-I tooiTossts-Amho,yl.lor10 KJ1 XCAS6811AM IB08 1 Special 1 RoofsP A0119755 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run. 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:34:59 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-nWL80P7,p8h?chXvbNBRIto6WjnDjn6VXaxpBhy9hm 1-4-04-7-7 8-2-0 13-11-15 20-6-0 23-8-12 2 -0 1-4-0 4-7-7 3-6-9 5-10-0 6-6-1 3-2-12 0134 - 4x4 = 4.00 12 4x8 = 3x4 -- Dead Load Defl. = 3116 in 3x6 = 3x8 = 3x8 MT20HS= 3x4 = 2x4 11 6x6 =- LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress. Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 'Except` T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1123/Mechanical 2 = 117710-8-0 (min. 0-1-8) Max Harz 2 = 241(LC 12) Max Uplift 9 = -439(LC 9) 2 = -590(LC 8) Max Grav 9 = 1123(LC 1) 2 = 1177(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2457/1990, 3-4=-2147/1676, 4-5=-2028/1659, 5-6=-460/386, 7-10=0/302 BOT CHORD 2-19=-2110/2270, 13-19=-2110/2270, 13-20=-1857/2258,12-20=-1857/2258, 11-12=-185712258,11-21=-1034/1443, 10-21=-1034/1443, 10-22=-1085/1495, 9-22=-1085/1495 WEBS 3-13=-318/436, 4-13=-155/397, 5-13=-378/166, 5-11 =-1 811335, 5-7=-1810/1400, 7-11=-852/903, 1-15 CSI. DEFL. in (loc) I/deft L/d TC 0.72 Vert(LL) -0.1813-17 >999 360 BC 0.72 Vert(TL) -0.3613-17 >794 240 WB 0.73 Horz(TL) 0.08 9 n/a n/a Matrix-MSH WEBS 3-13=-318/436,4-13=-155/397, 5-13=-378/166, 5-11 =-1 81/335, 5-7=-1810/1400,7-11=-852/903, 7-9=-1741/1260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 23-10-4 zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 9 and 590 lb uplift at joint 2. 10) Load case(s) 1, 2, 3, 4, 5, 8, 9, 12, 13, 14, 15, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Stnndar(i PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 130 lb FT = 0% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 7-8=-70, 9-15=-20 Concentrated Loads (lb) Vert:18=-60 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-0=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-40 Concentrated Loads (lb) Vert: 18=-60 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1:. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=147, 2-4=88, 4-6=81, 7-8=81, 9-15=10 Harz: 1-2=-157, 2-4=-98, 6-7=-88 Concentrated Loads (lb) Vert: 18=-60 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=76, 2-4=88, 4-6=81, 7-8=81, 9-15=-10 Harz: 1-2=-86, 2-4=-98, 6-7=-88 Concentrated Loads (lb) Vert: 18=-60 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=82, 24=52, 4-6=52, 7-8=29, 9-15=-10 Harz: 1-2=-92, 2-4=-62, 6-7=14 Concentrated Loads (lb) Vert: 18=-60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=23, 2-4=36, 4-6=52, 7-8=52, 9-15= 10 u e n_ r.,onunuea on age — ..... , ..... 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Tombo tl:, P.E. kltitui Ft:ipu nikeVa3t. !'l nTt; selMeQtP9tsifitiraa is a3 kStudQt�flgtas(u ..Ss!e!rft4rrzny p}Iis5e3kr i6o151�unduexslhrrymigahect, MI Van le regsssslto',Itniffin EfitTm Difr,, Inn PtEn Grseet al;nss l6m�t�rv,Nest #80083 kblafnk�ttli(t [tavrlgerigtt t+n;tiyl(tPitMn srtLeL OsLns 9esip&tarsi; NCI Qt rnial n3gtx:,a (rrssTSshtaPesutn dc(hitiy, it tQifr"ne/x:e;tn ulekelq IlFI. 4451 St, Lucie Blvd, Copyright 101dA-I Fnaltrrrut-Am9teyl.lom6o 11t, P.E ieproduUion ait6isdotnmeai. in any Telm,is praii6itnd.BhamiAe written permitsianimmA-I teoi imrsss•Amhaepl.lamGo III; P.L Fort Pierce, FL 34946 Job Truss Truss Type --J Qty Ply Std. Pac./6811 El A A0119755 XCAS6811AM BO8 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 3494b, oeslgn(maiuuss.com LOAD CASE(S) 4 Standard ` Concentrated Loads (lb) Vert: 18=-60 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=39, 2-4=52, 4-6=29, 7-8=29, 9-15=-10 Harz: 1-2=49, 2-4=-62, 6-7=-75 Concentrated Loads (lb) Vert: 18=-60 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=16, 2-4=29, 4-6=29, 7-8=52, 9-15=-10 Harz: 1-2=-26, 24=-39, 6-7=-52 Concentrated Loads (lb) Vert: 18=-60 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=39, 2-4=52, 4-6=29, 7-8=29, 9-15=-10 Harz: 1-2=-49, 2-4=-62, 6-7=-75 Concentrated Loads (lb) Vert: 18=-60 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=16, 2-4=29, 4-6=29, 7-8=52, 9-15=-10 Harz: 1-2=-26, 2-4=-39, 6-7=-52 Concentrated Loads (lb) Vert: 18=-60 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-70, 7-8=-70, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 23) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 15=-200 18=-60 24) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 19=-200 25) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Run: 6.uzu J Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:34:59 2016 Page 2 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-nWL80P7_p8h?chXvbNBRIto6WjnDjn6VXaxpBhy9hmQ Standard Concentrated Loads (lb) Vert: 18=-60 20=-200 26) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 18=-60 21=-200 27) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=20 Concentrated Loads (lb) Vert: 18=-60 22=-200 28) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 15=-200 18=-60 29) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 17=-200 18=-60 30) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 13=-200 18=-60 31) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 11=-200 18=-60 32) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb) Vert: 10=-200 18=-60 33) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 7-8=-30, 9-15=-20 Concentrated Loads (lb)' Vert: 9=-200 18=-60 r,o{-Flaun,uj!¢rtri.ne%I100mustS"N'Lln}steaumutsml RM(MGM wIa}teeaal(�uurl�rerrnhh,{�{w,a nrmralmrnvrmaeslyroa.�(Ioolmamhb yLI.Rle,r:.ta,fkMie-t r�rvea.inrnrlmnemo,wt ftiiel,om@r{Iea siAkuetlr, 2e7t9nksd:L AnlmsO!vg H{ e(I2,S{eashs 6lluzpn: ssinvpia!;atrt:cW oscgts;sdbr{nkcuusl uymrufrapeulSryfa; �shu{aJlestl{le(m:iepixdniklgPnl{,ata lfFl. Ikhslnsssm{bes,kKu{udrisrc, saWdot Anth,,y T. Tombo III, P.E. -1 adhsT-1.gI'TsJ1,ne nspnu:liNddgnn,d. gnei n+nxhed spdune 6eil1�0apa,6ne used dnrnC.ne lr allie lrt.1616gndenlRld. 14 e11,nddnrl0ga/ee{fieNnedMlms; haetngAdmd. slcep,Mlel;enwndimn{sldl le Re radnsrd 480083 ' n, Irlra{o„ig ad6 auMr. plates sded'a ne700n12s {a sanlr telu sdneloidg(11walSdmld11eeaa115OB11101 INnd SlAendaa:eldr pasdfif-c 1FI-Isms ne res{asblb-IA6esdn:lms 0:sipa,inss 904, Eq.- l lms Nsahana, nlas 4451 St. Lucie Blvd. mei.n:haaeal(e(nnea epaae{nm.n+r�7dl nnin W. lie rnnadpv{ia,rls [al neulue3 gai{ ,ertns5lde¢I1JWV d:ghJlu{. ulmudmduraninsddialuRbt. Fort Pierce, FL 34946 (opyright01016Adloci hasses-AnihonyLTanbeIll,P.E. Reprodudioeefthis domment,incoy farm, is prohibitedwhhoutibewidenpermissiaefrom AdRoof Times -Aethony1.Tembeill,P.E. XCAS6811AM IB09G (Half Hip Girder 6x8 = _ ... 0 t 3x10 = 2x4 II 6.8 = 7x10'MT20HS= 3x6 = El A A0119756 enal stries, Inc. Mon Dec 12 14:35:00 2016 Page • caS psDr6585ig r5LG M78iSC Wfm Eh Mj 7y9hmF 23--4-0-0 - 4_ -58-9 12 20-3-4 Dead Load DeB.= 142in 3x6 = 30 3x8= 3x8 !i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.78 Vert(LL) 0.41 11-13 >692 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.76 11-13 >373 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight: 139 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T2: 2x4 SP M 31, T3: 2x4 SP No.2 BOTCHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W2,W3: 2x4 SP No.2, W4: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 2347/0-8-0 (min.0-1-15) 9 = 1946/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 2 = -1149(LC 4) 9 = -833(LC 4) Max Grav 2 = 2347(LC 1) 9 = 1946(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5819/2651, 3-19=-7545/3478, 19-20=-7545/3478, 4-20=-7545/3478, 4-5=-7545/3478, 5-6=-6120/2788, 6-7=-6120/2788, 7-21=-3495/1526, 8-21=-3495/1526,8-9=-1824/817 BOTCHORD 2-22=-1458/3200, 2-23=-2556/5454, 14-23=-2556/5454, 14-24=-2554/5473, 24-25=-2554/5473, 25-26=-2554/5473, 13-26= 2554/5473, 13-27=-2788/6120, 27-28= 2788/6120, 12-28=-2788/6120, 11-12=-2788/6120, 11-29=-1526/3495, 10-29=-1526/3495 WEBS WEBS 3-14=-18/407, 3-13=-1063/2400, 4-13=-440/336, 5-13=-861/1595, 5-11=-989/559, 7-11=-1413/2940, 7-1 0=-1 686/827, 8-1 0=-1 643/3744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1149 lb uplift at joint 2 and 833 lb uplift at joint 9. 10) Load case(s) 1, 2, 3, 4, 5, 8, 9, 10, 11, 14, 15, 16, 17, 18, 19, 20, 21,,22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 159 lb up at 6-2-0, and 121 lb down and 167 lb up at 7-0-12, and 119 lb down and 167 lb up at 9-0-12 on top chord, and 260 lb down and 116 lb up at 6-2-0, 74 lb down at 7-0-12, and 74 lb down at 9-0-12 , and 1317 lb down and 610 lb up at 11-3-4 on bottom chord, The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 3=-80(F) 14=-260(F) 19=-119(F) 20=-119(F) 21=-60 24=-55(F) 26=-55(F) 27=-1317(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 3=-71 (F) 14=-231 (F) 19=-1 04(F) 20=-1 04(F) 21=-60 24=-52(F) 26=-52(F) 27=-1 168(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-40 Concentrated Loads (lb) Vert,3=-52(F) 14=-224(F) 19=-66(F)20=-66(F) 21=-60 24=-74(F)26=-74(F) 27=-965(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=82, 2-3=52, 3-8=52, 9-16=-10 Horz: 1-2=-92, 2-3=-62 Concentrated Loads (Ib) Vert: 3=75(F) 14=1 02(F) 19=99(F) 20=99(F) 21 =-60 24=-19(F) 26=-19(F) 27=600(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: doi}iiria&46K1-de32-1063/2400, Uniform Loads (plf) . Pat.3q•flent�rnigmiextgt'}1R=a 7tQr5EUEi'pN,IfDttrft4ktt057Rk�t5(€kIC3t{'tD![t'ikrcA9'J'6A:A1'htte. taggkgFgaeaCtnal]ntte4rmtasirt3sC:iigaraAiztiiDD;n}Mt 3Fgt3,rq,i3motG?i.hhn3n SlellEehrc s]e. lKlssa±iaxi]a s3rtdnSc i40,niqE1451 . Tombo III, P.E. !cgau.g64Q83 ' BetaLtgkllg34.1taal3i'aJ.}Ds3ai]aeaktbt PDn76Sgf#ti!]n(qiMt:Rt4tllpCjGFniM331t�NRp'fii}$r'FSiLL1}•tiltt;ltdf9ttik'_`tY,"liNkc U'hmhorhow.istl0'1s t�YagEWgaxaran4EseaF'egiemtlmt lm8!}t8ask<'intk]cmcrtSn[a Illqt. Lucie Blvd. •rce, FL 34946 (apyrigElsC'1illdd-gRcarltesus-Ant0aayl.lomSaIII, P.L tepmdudicnaitbisdmament,inoaytmm,isp]akffiitedrighomtM1a]rrilfehptemissiaahamA-tiaail]caes•Amhasyl.tamtalll,p.F; Job Truss Truss Type Qty Std. Pac./6811 El A A0119756 XCAS6811AM B09G Half Hip Girder 1 �Ply 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34846, aeslgnLmaiuuss.com LOAD CASE(S) I Standard Uniform Loads (plf) Vert: 1-2=23, 2-3=36, 3-8=52, 9-16=-10 Horz: 1-�=-33, 2-3=-46 Concentrated Loads (lb) Vert: 3=86(F) 14=102(F) 19=100(F) 20=99(F) 21=-60 24=-19(F) 26=-19(F) 27=600(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=39, 2-3=52, 3-8=29, 9-16=-10 Horz: 1-2=-49, 2-3=-62 Concentrated Loads (lb) Vert: 3=91(F) 14=102(F) 19=120(F) 20=122(F) 21=-60 24=-19(F) 26=-19(F) 27=600(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=16, 2-3=29, 3-8=29, 9-16=-10 Horz: 1-2=-26, 2-3=-39 Concentrated Loads (lb) Vert: 3=107(F) 14=102(F) 19=122(F) 20=122(F) 21=-60 24=-19(F) 26=-19(F) 27=600(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=39, 2-3=52, 3-8=29, 9-16=-10 Horz: 1-2=-49, 2-3=-62 Concentrated Loads (lb) Vert: 3=91 (F) 14=1 02(F) 19=1 20(F) 20=1 22(F) 21=-60 24=-19(F) 26=-19(F) 27=600(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=16, 2-3=29, 3-8=29, 9-16=-10 Horz: 1-2=-26, 2-3=-39 Concentrated Loads (lb) Vert:3=107(F) 14=102(F) 19=122(F) 20=122(F) 21=-60 24=-19(F) 26=-19(F) 27=600(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 3=43(F) 14=-144(F) 19=-56(F) 20=-56(F) 21=-60 24=-42(F) 26=-42(F) 27=-721(F) 15) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 3=-80(F) 14=-260(F) 19=-119(F) 20=-119(F) 21=-60 24=-55(F) 26=-55(F) 27=-1317(F) 16) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-70, 9-16=-20 Concentrated Loads (lb) Vert:3=-109(F) 14=-260(F) 19=-1 21 (F) 20=-1 19(F) 21=-60 24=-55(F) 26=-55(F) 27=-1317(F) 17) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 3=-71(F) 14=-231(F) 19=-104(F) 20=-104(F) 21=-60 24=-52(F) 26=-52(F) 27=-1 168(F) 18) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-60, 9-16=-20 Concentrated Loads (lb) Vert:3=-92(F) 14=-231(F) 19=-105(F)20=-104(F) 21=-60 24=-52(F)26=-52(F)27=-1168(F) 19) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Run: 6.626 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:00 2016 Page 2 ID:cS2yUAsdrwV4V5ztD IW WpPzmH46-FivW DIBcaSpsDr6585igr5LGM78iSCWfmEhMj7y9hmP Standard Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 21=-60 22=-200 27=-1297(F) 20) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 21=-60 23=200 27=-1297(F) 21) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 21=-60 25=-200 27=-1297(F) 22) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert:21=-60 27=-1297(F)28=-200 23) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 21=-60 27=-1297(F) 29=-200 24) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert:21=-60 27=-1297(F)30=-200 25) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert:16=-200 21=-60 27=-1297(F) 26) eth Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 18=-200 21=-60 27=-1297(F) 27) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 14=-200 21=-60 27=-1297(F) 28) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 13=-200 21=-60 27=-1297(F) 29) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 11=-200 21=-60 27=-1297(F) 30) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 10=-200 21=-60 27=-1297(F) 31) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 9=-200 21=-60 27=-1297(F) Standard 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=82, 2-3=52, 3-8=52, 9-16=-10 Harz: 1-2=-92, 2-3=-62 Concentrated Loads (lb) Vert: 3=-16(F)14=-61(F)19=-100(F)20=-100(F) 21=-60 24=-47(F)26=47(F) 27=424(F) 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=23, 2-3=36, 3-8=52, 9-16=-10 Horz: 1-2=-33, 2-3=46 Concentrated Loads (lb) Vert: 3=-16(F) 14=-61(F) 19=-99(F) 20=-100(F) 21=-60 24=-47(F) 26=47(F) 27=-424(F) 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=39, 2-3=52, 3-8=29, 9-16=-10 Horz: 1-2=-49, 2-3=-62 Concentrated Loads (lb) Vert: 3=-16(F) 14=-61(F) 19=-79(F) 20=-77(F) 21=60 24=47(F) 26=-47(F) 27=-424(F) 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=16, 2-3=29, 3-8=29, 9-16=-10 Horz: 1-2=-26, 2-3=-39 Concentrated Loads (lb) Vert:3=-16(F) 14=-61(F) 19=-77(F)20=-77(F) 21=-60 24=47(F)26=-47(F) 27=424(F) 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=39, 2-3=52, 3-8=29, 9-16=-10 Horz: 1-2=-49, 2-3=-62 Concentrated Loads (lb) Vert: 3=-16(F) 14=-61(F) 19=-79(F) 20=-77(F) 21=-60 24=47(F) 26=47(F) 27=424(F) 39) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=16, 2-3=29, 3-8=29, 9-16=-10 Horz: 1-2=-26, 2-3=-39 Concentrated Loads (lb) Vert: 3=- 1 6(F) 14=-61 (F) 19=-77(F) 20=-77(F) 21=-60 24=-47(F)26=-47(F) 27=-424(F) v by -Pies, e„nsnrreder tuR-I le:t ilnssFs(sF,ta').6[i311 mus a G7kfilnolS fmlaui^unarytu'6;a:s[wsl:eP nm roes tuiP I —II., ut rot ede, ums lhss cnisoms.hT(IM;®tmssffnrL bee, IB,rt.tdn,e, sintdnr su. adastl}+s.ise stletnn, mV.Wt Fu1,k,srsae,tldrs ssdlk,ntkrtelaCNlnd:l. tsrinfso:sg hrhswpx,sPsntry bsiu xe::�u�r6„ynsnfs®,eytandn,rrdnssndusn:nu7sntuueSryfasn<nc�,nme mrlS ls�: terd�an:Toued1,,stnlnl.tsE teslPnnnKn,, �trzrudc�ns,snnstdr Anthony T. Tornbo Ill, P.E. nd nedrtslnssWrmilWtstlslke nspniS:Ifidho..,to w,.ah,hdyd"n:laltgo:,",hexnd,ddrnn:,n,lt(atszlonlfriulyuh im.l.1h.", nldns111eut ms feN.urine(n,s; ndstiyhrll®y daye,innCniant Fniy sldlleMnsrnsnuiryd a80083 ' Ih hilty osigrae 6rCrin.111,dn sd,d'u naoo nl9x raCi,nnl Paermsdlikotattsq,uelsa4hhfueel"ma;IlsQirlfiktl typo! SSU cudnn:,I tartx�d Pilcn,. lnitfins@., nsrns30inn nittitlndl'�Lns Osipn,Tnss OaiP tyx,n nllnn Vnd,Aney,dss 44515t. Lurie Blvd.' sneiwlnd,rcndlrs(nnM,Pndgnl,nn,a irdlpmnlu I'A 1 tnsshrg.hdwilsloln,b:llntfi,,lPn;nLrssstdrc bse:w dujifitly. uladndn,ttwxnn ndmnd¢tlll- Fort Pierce, FL 34946 (eppight9)2016A-1Rooffrusses-AnthonyLTomboill,P.E. Reprodudionofthisdommnt,inonpform, isprohibitedwithauttheminenpermission from A -I Roof frusses-AmfionyLTamhoIII, P.E. Job Truss Truss Type Oty PIY Std. Pac./6811 El A XCAS6811AM B10 Half Hip 1 1 A0119757 Job Reference (optional) 00 „mosses, I: e„ e, VL o noYo, ucaiyu wa n,uss.wm Run: 8.020 s Aug 3i 2076 YnnC 8.020 s Aug 31 2U16 Mil ek Industries, Inc. Mon Dec 12 14:35:00 2016 Page 1 ID:r-S2yUAsdrwV4V5ztDIW WpPzmH46-FivWDIBcaSpsDr6585igr5LJR751 SFOfmEhMj7y9hmP -1-4-0 3-2-0 7-3-15 12-2-0 13-4-0 14-2�f 3-2-0 4-1-15 4-10.1 1-2-0 0.10-0 _ 46 - 1.5x4 11 Dead Load Defl. = 5/1 in 5 6 4.00 F12 ni 3x4 7:-� o 4 5 N 30 0 m 3 a e 23�(�5= 5x6 = o 1.5x4 11 Z N 1 a 21 11 22 10 23 9 18 19 13 7x10 MT20HSI1 1.5x4 II 3x4 = 3x8 = 3x4 = 3-2-0 7-3-15 12-2-0 14-3-0 13-0-0 14-2-4 3-2-0 4-1-15 4-10-1 1-2-0 0.10-4 0-0-12 Plate Offsets (X,Y)—f3.0-5-12,0-1-81,j5:0-1-4,0-1-121 [7:0-3-0 0-3-01 it2:0-0-00-1-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.35 11-12 >488 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.49 11-12 >341 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.18 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 76 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* 132: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-7-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 646/0-8-0 (min. 0-1-8) 2 = 731/0-8-0 (min. 0-1-8) Max Horz 2 = 264(LC 9) Max Uplift 7 = -301(LC 8) 2 = -388(LC 8) Max Grav 7 = 646(LC 1) 2 = .731(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1133/923, 3-4=-1450/1290, 4-5=-400/348 BOT CHORD 2-18=-1222/1061,18-19=-1222/1061, 13-19=-1222/1061,12-13=-282/357, 3-20=-956/924, 12-20=-956/924, 12-21=-150611436,11-21=-1506/1436, 11 -22=-1 506M436, 10-22=-1506/1436, 8-24=-546/545, 24-25=-546/545, 7-25=-546/545 WEBS 4-11=-142/433, 4-1 0=-1 196/1267, 8-10=-403/507, 5-8=-398/529, WEBS 4-11 =-142/433, 4-1 0=-1 196/1267, 8-10=-403/507, 5-8=-398/529, 5-7=-737/753, 3-13=-595/728 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,- h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 7 and 388 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard vvninl-naxm�aSufaM.1s�1�irP.s noss¢txatr.nauiwfumomenrmadi�cr--�ryterra:asu=,Ird,n (mrywm� an,wnrlww,ar�,m,:m,ono-,.qpw,dalmryi.(,ac,m,rtldemasm,lvue.u-rmar�tco,wl _ fLTsknm4rp4hnidlk,se(MltiWukssd.1.1,aTrnsPng6�ta{u,<.i,osyhnwre0err,luvff[E,greunswrcr,tasdb,rydcniuda;bmo3m;raretiry4;ffihsigedllew;bTm,tyeda(aiPPnf[,atall4l.la;hctnnaareas,�aeb;a,l�ea.ssa,df Anthony T.TomboIII,P.E. atrssdlb,Tnnix°74ifis;is6,a,;u,u:litidd Omr,4Coei,ednbd ge2n do Wlfo; Oa e,b&adeddhn nC.&elx alri kaitrlfo;sdn alRl-I. Re yrynnldfxiPP atryfi:BneddrTna,trOslbgla,Try dage,MhF.diwwlfa,y irdihdt nslns(NR(d s8o083 rn ' dek�IfalOnignadDnknitn. lama sdnd in DAN nlffi;miia,alb!ffnAr#r,uihepenuah?wifulinJIMPHN01Th.4WAnarel-11. p,-,dpihu. iesltdnes9,as;nv3�"IPies al Allesdo:lar.Pesr�e,Tass kfiB fa,+.reentlaaYmhdna,nim 4451 St. Lucie Blvd. ,tlmaskhudl;e(annaryadgnbvmgI;k7 ua bnl+,l Us ons,otdnh;be,h1011. kulblgn W.'.LanStdn; hpun drgkillal.Na;eda,d Ma:mnIdhnlbRIL Copyright dJ 1016 A4 RaalTmsses-Aotbooy LTomho 111, P.E. Reprodudioe alihis doturoem, in anyhrm, is probibiledWhoui-be witsen permission from A -I Roof rasses-Amboy L Tonbo lll, P.E. Fort Pierce, FL 34946 > 4x6 = 1.50 11 Dead Load Dell. = 1/4 in ` 5 6 nl 4.00 12 0 3x4 0 4 0 e o 3x4 17 Al - 25 5x6 = o 3 n R9 0HSII N 4 II 2 4,13 1.5x22 �12�23� 20HSx4 211 140= 3x6 = 3x4 = 3.2.0 :S _0 6-3-2 3-1-2 10-2-0 3-10-13 13-0-0 3-2-0 14-3-0 14-2-4 0-10-0 0-0-12 Plate Offsets (X Y) [3 0-4 14 0 1 8] [5:0 1-4 0 1 12] [6:0 2 0 0 0 12] [7:0-3-0 0-2-12] 18:0-5-0 0-1-8] [10:Edge 0-2-01 [13:0-1-12 0-0-01 [13:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP _ TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.25 12-13 >662 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.36 12-13 >466 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.14 7 n/a n/a Weight: 78 lb FT = 0% BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 132: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 7 = 627/0-8-0 (min. 0-1-8) 2 = 730/0-8-0 (min. 0-1-8) Max Horz 2 = 215(LC 9) Max Uplift 7 = -306(LC 8) 2 = -393(LC 8) Max Grav 7 = 627(LC 1) 2 = 730(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11231921, 3-4=-1657/1510, 4-5=-627/597 BOT CHORD 2-19=-1180/1051, 19-20=-1180/1051, 14-20=-118011051,13-14=-277/370, 3-21 =-1 193/1125, 13-21 =-1 193/1125, 13-22=-1704/1613,12-22=-1704/1613, 12-23=-170411613,11-23=-1704/1613, 11-24=-379/371, 10-24=-379/371, 8-10=-125/287, 9-25=-396/384, 8-25=-396/384, 8-26=-775/756, 7-26=-775/756 WEBS 4-12=-252/475, 4-11 =-1 125/1202, WEBS 4-12=-252/475,4-11=-1125/1202, 9-11 =-1 94/357, 5-9=-167/335, 5-7=-740/758, 3-14=-609/724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 7 and 393 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard want-nm,anNysirRns.m•r-naa(noi<n(stun;snar(t(kris(okumessmsrau^wr3•}u¢eaauko;kukt•I..matnipp,-,dFnmrcrrms�ee+ursser:ono°.'as;(ogles+nessnnr?.Tuks12rt.Ift',Sim tdar..wr°axsnbedare It.snr.°it ILTskremsMstlmzskakssetirtkmIs1rd:t.AssUnsaesmOt°:u{u,sirmkTOUke=RtlesMn�?U;ryrt±uh®ecr ednrFnksswdegioarbrmpa:iht¢brraysdmesbtie?r�srst�rrn:mnrdr,sr°m1. t;°enPn:ra s,l°cbrbr(irrr,>Fmkedr AnthonyT. Tombo III, P.E. stirs 1ms?uss Wrsgkiidrt is ne ustrnu:leidharnr, 6i Ursdr¢dsrud yaCu ne ldlrwt a:s:ge,bns udeddtir OC.tlelxselto ire(kiiWydruerrld. N,ft.ddli, NOW ®yfielM,06, T°ss,isddg4,sff t, daete,bdsaslisml knit skill ks le aty'. adyd :i 80083 ' msrdr°tgrs� sabd•rda.kusduse. rdaMIN ne Indinsrdtil,lassdhhils,t(**.IMtrlds,adata(slydUIk( ITS nlSKI crsdameewrJsdindict. mli6 4451 5t. Lucie Blvd. snsMsshfm¢dlyr(unodstradrynhrirrtly dlpmes bnhsl. lke tnssosnts btbr°is{al fls killy0•syxr,uUssssnkc(gWeidnrlrJlmr. 9leryodbed ldasmrsdEfisdkir4L Fort Pierce, FL 34946 (opyright 0 2016 A-f Reaf Tmsses • AmbonyT. Tombo 111, P.T, Reproduction of this doatmanl, in any hrm, is prohibited withoutths written permission from 64 Roof hunts -Anthony LTambe Ill, P.T, Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM B12 Half Hip 1 1 A0119759 Job Reference (optional) . „yEE� a nivaa.w n Run: b.uzU s Aug 37 zU1b rnn[: B:Uzu s Aug 31 2U16 MI Iek industries, Inc. Mon Dec 12 14:35:01 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46 juTvQ49ELmxjr?gHioDvOItPKKRCB17o?uQwFZy9hmO -1-4-0 3-2-0 5-8-0 8-2-0 13-4-0 14-2-4 3-2-02-6-0 5-2-0 0-10-4 4x8 = 3x4 = Dead Load Defl. = 3/8 in 3x10 = 3x4 = 3x4 = 3-2-0 5-8-0 8-2-0 10-10-1 14-3-0 13A-0 14-2-4 3-2-0 2-0-0 2-6-0 2-8-1 2-5-15 0-10-0 0-0-12 Plate Offsets (X,Y)— 13:0-7-4,0-1-81. [5:0-5-0 0-2-01 f6:Edge 0-1-81 [8:0-0-5 0-1-81 [12:0-2-80-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.34 11-12 >495 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.60 11-12 >283 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MSH Weight: 85 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 `Except' B3: 2x4 SP No.3, B2,B5: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during.truss erection, in accordance with Stabilizer Installation guide . REACTIONS. (lb/size) 7 = 627/0-8-0 (min. 0-1-8) 2 = 730/0-8-0 (min. 0-1-8) Max Horz 2 = 174(LC 8) Max Uplift 7 = -303(LC 8) 2 = -397(LC 8) Max Grav 7 = 627(LC 1) 2 = 730(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-977/832, 3-4=-1599/1517, 4-5=-1129/1030, 5-6=-265/306, 6-7=-216/275 BOT CHORD 2-18=-1006/881,18-19=-1006/881, 13-19=-1006/881. 12-13=-255/358, 3-20=-1262/1142, 12-20=-1262/1142, 12-21=-1667/1527, 11-21=-1667/1527, 11-22=-1062/1055,10-22=-1062/1055, 8-10=-228/363, 9-23=-950/931, 8-23=-950/931,8-24=-1019/1033, 7-24=-1019/1033 WEBS 9-11=-322/518, 5-9=-48/300, 5-7=-779/726, 3-13=-533/651, WEBS 9-11=-322/518, 5-9=-48/300, 5-7=-779f726, 3-13=-533/651, 4-11 =-545/676, 9-1 0=-989/1030 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right,exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 7 and 397 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard xu[![J.ri,[utl-oil[<M.W1110VIMISsa;uun Mill nasa!0suineumTG14AV!Er)uXcaauaru:Era¢rmywinp f¢,wE:[{wE[.[e;,r¢,[c[,ia[o¢.mtpor1,.Jr am¢rf.f[seaia:e.!.r NITEY[�thl{It![s{�IIh[frd![r�ttr$Mt<[d:{�SIUUSP:f!RFI(&:3{t.!r!�[h(I[}ieY r.8:35!NffRY ttr¢:u1SgiGh!➢rtdM[Eldt;s¢[[i esgiae<,rig,�p�:atrre;t�{,sysd�u[yetms{ern:ac[!vtoo[[y.[[t¢mt r�hnp,;>!¢[,, g[emrm{nn:. s�meaar'i Anthony. [edaeACr.[iins W;en)tN8::11sC[rtsrmii;Igd6egna,kaU.xt[emkrad[gecn R:ki!f pUn:ree,n9s uq[ddG[O4@[IKnlhrLr l�iliiegcd[n{71d. !lee[OmddG[IOOa/o!fieBnedtl[Tmxi[dEtiyFsul¢y 9uerehs6Petiwal lemur sShchlls Ee�asi[tliryel Y ' 0III, P.E. BeBrifo{assipealGet[tl[r.Igextessd[d'nMsiDCedWzaEaCtesedptel¢eidtkkt£ryG.pealk51rl6E¢[ticmiirSlfrdfi:61ia0in{Si0mE[I¢e[albEr�adpidme.iPFledr[sz&[¢yns�lainn166e[d¢:LassMupa,TrenLF:ipEy�[[ee[llnssVc[dmnu;Nm =8080083 [Rnrh:kkrtdlr[ rord¢I [pedep[@ n&xgirdlrvtiet inih:d. Ip Ge;e an3[ 6risa is igrfl[ blllq aespm,[rLn.lrs¢¢ ur¢„� ornrn:u� miuraged ixsc m [s {¢fia,kmt. 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 (oppig6t7�t014Adfaoflmsset-Arthonyl,hmho116P.f. Reproducriaealibis domment,inenyhrm,ispEnh3itxdwnhour!kemittenpermissianlrenA-INoafitnssts-Arlhoayi.Tam7oIII, i.F. Job Truss Truss Type - city Ply Std. Pac./6811 El A A0119760 XCAS6811AM B13G HALF HIP 1 Job Reference cr tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:03 2016 Page 1 I D:cS2yUAsdrwV4V5ztDIW WpPzmH46-fHbfrmAVtNCR4JgggDFNTjzsPK8?fiP5SCv1 KSy9hmM 14-2-4 -1-4-0 3-2-0 3-8-0 5-8-0 6-2-0 9-9-0 13-4-0 1 8 1-0-0 3-2-0 06-0 2-0-0 0-0-0 3-7-0 3-7-0 -2-8 a7-1z XZ fA 3x8 = 7x14 MT20HSII — i Dead Load Dell. = 3/16 in 3x4 = 14-2-4 1 5-0 3 2-0 1-8-12 3-8-0 5-8-0 6-2-0 0-0-0 2-0-0 0-6-0 8-2-0 2-0-0 9-9-0 17-0 13.4-0 1�§8 37-0 14T3-0 02-8 0.0+12 o-7-1z Plate Offsets (X Y) [3 0 1 12 0 5-4] [4:0 0 12 0 2 8] [6:040 0-0 8] [10.0 0 0 0-1-121 [11 :0-0-0 0-1-121 [11 :Edge 2-104] [11:1-8-0 0-6-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES MT20 GRIP 2441190 " TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 BC 0.73 Vert(LL) Vert(TL) 0.16 -0.26 9-10 9-10 >999 360 >613 240 MT20HS 187/143 TCDL 15.0 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 NO WB 0.26 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 142 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except` B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2 = 1084/0-8-0 (min. 0-1-8) 6 = 1315/0-8-0 (min.0-1-8) Max Harz 2 = 164(LC 4) Max Uplift 2 = -621(LC 4) 6 = -728(LC 4) Max Grav 2 = 1084(LC 1) 6 = 1315(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1437/689, 3-4=-3105/1685, 4-19=-2992/1668, 19-20=-2996/1669, 5-20=-2999/1670 BOT CHORD 2-23=-658/1170, 23-24=-658/1170, 24-25=-658/1170,11-25=-658/1170, 10-11=-46/270, 3-26=-696/1221, 3-27=-993/1773, 10-27=-993/1773, 10-28=-1643/2943, 9-28=-1643/2943, 9-29=-1243/2246, 29-30=-1243/2246, 30-31=-1243/2246,8-31=-1243/2246, 8-32=-1243/2246, 32-33=-1243/2246, 33-34=-1243/2246,7-34=-1243/2246 WEBS 4-9=-263/575, 5-9=-484/818, 5-7=-2431/1346, 6-7=-558/1076 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 -1 row at 0-3-0 oc clinched, Except member 5-8 2x4 - 1 row at 0-9-0 oc clinched, member 9-5 2x4 - 1 row at 0-9-0 oc clinched, member 5-7 2x4 - 1 row at 0-9-0 oc clinched, member 6-7 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load;'#801 8th Moving Load; #901 9th Moving Load; #1001 1 Oth Moving Load; #1101 11th Moving Load; #1201 12th Moving Load; #1301 13th Moving Load; #1401 14th Moving Load. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621 lb uplift at joint 2 and 728 lb uplift at joint 6. 12) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 28 lb up at 6-2-0, 99 lb down and 126 lb up at 7-0-12, 99 lb down and 126 lb up at 9-0-12, and 99 lb down and 126 lb up at 10-10-12, and 95 lb down and 129 lb up at 12-10-12 on top chord, and 3B6 lb down and 255 lb up at 6-2-0, 89 lb down and 56 lb up at 7-0-12, 89 lb down and 56 lb up at 9-0-12, and 89 lb down and 56 lb up at 10-10-12, and 94 lb down and 51 lb up at 12-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard. 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-0=-70, 11-13=-20, 7-10=-20 Concentrated Loads (lb) Vert: 9=-386(B) 19=-85(B) 20=-85(B) 21=-85(B) 22=-95(B) 29=-89(B) 31 =-89(B) 32=-89(B) 34=-94(B) •WON'.rinu nmeylllrt.irtlle9dla:f nCSSO(Sldli �6Ira8If1YS6ruMomCES IaSIDY-ti,'rtY?S8rC6rte:uBThrn Ietelluiplmadn+Wrn1tdetuedt lesshtiltalt.ul(I4C,';wtkltn®Tl. tech C,r:.Ide;+ Skdldm ru. Cdtn eTx�lte sale)nfteICe,ult ILIA—dirlld-Oak.Ikr&rINOlt td:Llstlnn CngtTri®:s{Il,SlentL7'hlm Rfte std rtnplaC rt}rtsnlsmtrgtmtdrk lydrsisod nlh:uulrespaa:JtrykrfeltsilodftesklkTra.:lyiarann:lWedl,ettaml.ryommpCtes, ItdrzimNtn. ttmh�.'.. Anthony T. Tombo III, P.E. u/ntsl naLnslxupkil5w isfte mpnidfrydlM OnghOnti se9edrd elweu netal@g Onims,u9e udeddh OCfttlIX ulh ltrtl EaiWernlswRld.11a epmddht lCOul ry fie9ntdfltTnu; kdtfniknl�.:Mye,usld:ttiuul hniq s4dlhllt nsl.niitliyd # 80083 ' fttkil[teletsigtrnl6aardn. NednsdedislkleCnidxluditnedpnGlmsdlkkilraiGtyeenlSakryldtm+ka{IlSQldfiJalirlNedSiOm+dnertlhl'aydleiltne:1P41tdutsftensinaMTtinntAiiesdnehossC:tipa,itenkfittfyktneellrtss@mkd+re+,edns 4451 St. Lucie Blvd. rftennnkhMirduamtpxdept@mm�hdlltmeslndwIt, N.0tdn Trim, ISIOTA, lei8itlC+slitd,niteuSMaltll-dnlHWbr.Fort Pierce, FL 34946 Copyright 0 2016 Ad Raotirassas -Antho yrVombo 111, P.F. Rtprnludion of this dammmot, in any totmr is prohibited nhhoulthe minea permission from A4 Roof fmsses-Anthony L Tannin R P.I. 1.5x 4.00 12 3x4 = 4x8 = 704 MT20HSI I 6x8 = 4x4 5x6 = = 1.5x4 11 1.5x4 11 3x4 = 1-5-4 3-2-0 5-0-2 9-0-8 16-3-0 22-7-8 1-5-4 1-8-12 1-10-2 4-0-6 7-2-7 a��[ Dead Load Deg. = 1/4 in Plate Offsets (X,Y)— [3:0-2-10,0-1-11] r7:0-2714 0-1-8] r10.0-3-0 0-3-01 f13.0-2-12 0-2-12] [15•Edge 0-3-8] [15:0-M 0-1-12] LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.28 14-15 >951 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.48 11-12 >557 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 146 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31, 134: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-0 oc bracing. WEBS 1 Row at midpt 8-10, 7-13, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1141/0-3-8 (min. 0-1-8) 2 = 1103/0-8-0 (min. 0-1-8) Max Horz 2 = 535(LC 8) Max Uplift 10 = -637(LC 12) 2 = -490(LC 8) Max Grav 10 = 1141(LC 1) 2 = 1103(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-174911147, 3-4=-3531 /2874, 4-5=-2292/1701, 5-6=-2300/1874, 6-7=-2225/1891, 8-1 0=-317/586 BOTCHORD 2-22=-1795/1703, 17-22=-1795/1703, 17-23=-1893/1793, 16-23=-1893/1793, 15-16=-954/921,3-24=-2771/2732, 15-24=-2771 /2732, 15-25=-3422/3369, 14-25=-3422/3369, 14-26=-3422/3369, 13-26=-3422/3369, 5-13=-409/594, 12-27=-220/352, 11-27=-220/352, 11-28=-860/868, 10-28=-860/868 BOT CHORD 2-22=-1795/1703,17-22=-1795/1703, 17-23=-1893/1793, 16-23=-1893/1793, 15-16=-954/921, 3-24=-2771/2732, 15-24=-2771/2732, 15-25=-3422/3369, 14-25=-3422/3369, 14-26=-3422/3369, 13-26=-3422/3369,5-13=-409/594, 12-27=-220/352, 11-27=-220/352, 11-28=-860/868, 10-28=-860/868 WEBS 4-14=-380/543, 4-13=-1285/1292, 11-13=-643/584,7-13=-1588/1522, 7-11=0/310, 7-10=-1156/1151, 3-17=-348/347,3-16=-1338/1440 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 10 and 490 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard v�,ar.[imu¢�yurn ,r iI[actr[us s!stualmau[uuscTromcnto[mu [m17u[e�rt[erut�rwa[ erernw, en!wind rwesms!tr!rnon.�Epgd¢rh¢wrr.[whm,[t[dn ,Simi&, r�vesmnrddw¢rrcu.rd[- ILLtrwz�rifd!!ssAkrxllr:4e1[aNlrrdt l!rTmsa:!g[yxr[u,�e:Ms6six!0¢:smwmTlC;!yrcmswur[mndW[mes!iwdeyirs!�m JSis¢r¢r lrutsd9esb[kTm:lyeLNwAeraPw¢,wln[[F[. Tuhsyrmrotew;Inefe[wrlGi!s4 uihlEd( Anthon T. ' wearlbrrw!a;wruu i:¢r,ryw!¢adMonn,aa,rrrrewadymrr¢rMin�gr, bvndma¢rrnrixweru,lsxir�rdrwema.arxn!ridarggweryrewrr.¢rrn!!:¢mryxwr�Kyr.omruwd[�y,[�;Ira,n![ws�amd: Y 80083TombII, P.E. ¢eGilrm[U:wgralGd!rdrr. NMrs sdsd'a¢rlg0 nips rsrc5swwlpdnw dfk47,fy Ggwal SohljHr!arliw;i[SIi[dfi.&[I[[rwsS6n n!dew¢sta[vrtl pihse.lF[rldwt¢r wtswsu73w wllaArsd R:rnu Oesipn,Tnss fe!isrEgwawlln!sYvrhlrrn, nlws - # 80083 rMwnrhfmdyr[wAMspwdyw n n¢ua [rdt rrNrr hnt!x rea rws! omn hr4ru is [ar¢ru;uiy Ornras; wur!ss.!Iw dt4!n dnrnae�. Liwpded W.I.- emrdic rrta. 4451 5t. Lucie Blvd. • Copyright®gQl6A-IAaa}Truss-AnlhonyLlonhoIII, P.E, ReprodadEonolthis dommeot,inany hsm,ispmh3ildwitM1outthe ninon perraissianlromA4AoolTmsses-AntlsooyGTanhnIII, P.E. Fort Pierce, FL 34946 Truss Truss Type Oty Ply Sid. Pac./6811 El A A0119762 FJob 6811AM CO2 Half Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Pdnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:04 2016 Page 1 ID:cS2yUAsdrwV4V5ztDI W WpPzmH46-7T9136B7ehKliTPsNxnc?xVzUkRaO47Ehrfasuy9hmL 24-7-8 1-04 3 2-0 5-0-2 9-0-8 16-0-2 22-3-11 22s•7-B F- , 3-2 T 4-0-6 fi-11-10 6-3-6 0� 02 0-0 3x4 = 4x4 = Dead Load Defl. = 1/4 in 11 lu 1615 7x14 MT20HS11 6x8 = 3x4 = 4x4 = 5x6 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 -rCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W9: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-12, 7-9 MiTek recommends that Stabilizers. and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1005/0-4-13 (min. 0-1-8) 2 = 1104/0-8-0 (min. 0-1-8) Max Horz 2 = 504(LC 8) Max Uplift 9 = -551(LC 12) 2 -502(LC 8) Max Grav 9 = 1005(LC 1) 2 = 1104(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1752/1192, 3-4=-3539/2937, 4-5=-2293/1751, 5-6=-2211/1759, 6-7=-2289/1932, 8-9=-183/261 BOT CHORD 2-22=-1783/1700, 16-22=-1783/1700, 16-23=-1882/1789, 15-23=-1882/1789, 14-15=-949/919, 3-24=-2779/2732, 14-24=-2779/2732, 14-25=-3428/3359, 13-25=-3428/3359, 13-26=-3428/3359, 12-26=-3428/3359,6-12=-388/558, 11-27=-228/345, 10-27=-228/345, wnnq-Flan fungdrttdextde l4100f TIUSS5,mau-}+; im IM A. Wtrkr�mr dtln sie0 kaeikr7xi0CNle rdlJs aTnn0sgNla¢a wnedn:rTanw,my1d1y1:n<nrprmraaardeg.e.me.>nrae /' \ de HOfal OesigeralUsaNu.NMes sdsd'u ralOC olds laCim nl i�ieeliaesdmekOtq(e¢pseelS:drlaume�1(Sllrct6.ka{IrIHuISr(Aue rduwefdcF�n'rdBaxe. iP4leBius@e resrrodaliin nraaesdn_ etlawlss&FaxllreExaanapadrynh rirx; irdlpa:tles anhe{ ler rnssDeDp 614ru Is i0(tle Irllm;OrslruysrLass SFde¢EgL»ti dsQhilFig YI apndns{:mnc ue es ddtrNt:RN. radudian of this dommov, is any form, is prohibited whloutihe suinen permission from A-1 Poof firussus-AnthonyT. lamb* III, P.E. 1.5x4 II 9-0-8 16-0-2 1 22-7-8 CS1. DEFL. in (loc) I/deft L/d TC 0.71 Vert(LL) 0.2813-14 >949 360 BC 0.90 Vert(TL)-0.4610-11 >589 240 WB 0.61 Horz(TL) 0.17 9 n/a n/a Matrix-MSH BOT CHORD 2-22=-1783/1700, 16-22=-1783/1700, LOAD CASE(S) 16-23=-1882/1789,15-23=-1882/1789, Standard 14-15=-949/919,3-24=-2779/2732, 14-24=-2779/2732, 14-25=-3428/3359, 13-25=-3428/3359, 13-26=-3428/3359, 12-26=-3428/3359,6-12=-388/558, 11-27=-228/345, 10-27=-228/345, 10-28=-900/901, 9-28=-900/901 WEBS 4-13=-375/542,4-12=-1290/1300, 10-12=-675/619,7-12=-1538/1480, 7-10=0/302, 7-9=-1171/1169, 3-16=-348/357, 3-15=-1337/1430 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at joint 9 and 502 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Sep (epyrig6t�1g16A-Ipoofiresses•Amhonyi.lom6alli,P.E. T- Tan Rsii, I 0 PLATES MT20 MT26HS GRIP 244/190 187/143 Weight: 152 lb FT = 0% Anthony T. Tombo III, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 BOT CHORD 2-22=-1783/1700, 16-22=-1783/1700, LOAD CASE(S) 16-23=-1882/1789,15-23=-1882/1789, Standard 14-15=-949/919,3-24=-2779/2732, 14-24=-2779/2732, 14-25=-3428/3359, 13-25=-3428/3359, 13-26=-3428/3359, 12-26=-3428/3359,6-12=-388/558, 11-27=-228/345, 10-27=-228/345, 10-28=-900/901, 9-28=-900/901 WEBS 4-13=-375/542,4-12=-1290/1300, 10-12=-675/619,7-12=-1538/1480, 7-10=0/302, 7-9=-1171/1169, 3-16=-348/357, 3-15=-1337/1430 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at joint 9 and 502 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Sep (epyrig6t�1g16A-Ipoofiresses•Amhonyi.lom6alli,P.E. T- Tan Rsii, I 0 PLATES MT20 MT26HS GRIP 244/190 187/143 Weight: 152 lb FT = 0% Anthony T. Tombo III, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type QtY Ply Std. Pac./6811 El A XCAS6811AM CO3 Half Hip 1 1 A0119763 Al Job Reference (optional) Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Pnnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:04 2016 Page 1 I D:cS2yUAsdrwV4V5ztD IW WpPzmH46-7T9136B7ehKliTPsNxnc?xVvGkQROOwEhrfasuy9hmL Cl-4-a 3-2-0 , 5-0-2 9-0-8 14-5-1 20-3-8 , 22-3-8 , 24-7-8 . G 4.00 R2 46 = 1.5x4.11 0 Io 3x4 = 10x10 = 1.SX4 If 6x8 = 4x8 = 5x6 = 5x6 = 3x3 11 Dead Load Deft. = 1/4 in J 1-54, 3-2-0 , 5-0-2 , 9-0-8 14-5-1 20-3-8 22-3-8 1-5 4'1-8-12' 1-10-2 ' 4-6 6� 5 4-8 5-10-7 2-0-0 Plate Offsets (X,Y)— [3:0-1-12,0-1-12], [5:0-3-0,0-2-8], [5:0-0-0,0-1-12], [6:0-1-14,0-0-0], [11:0-3-0,0-3-0], [14:0-3-0,0-2-12], [17:0-3-8,Edge]., [17:0-1-12,0-0-0], [18:0-3-0 ,0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.27 15-16 >999 360 _ MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.48 11-12 >559 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 150lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP M 31, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 461(LC 8) Max Uplift 11 = -582(LC 9) 2 = -506(LC 8) Max Grav 11 = 1177(LC 1) 2 = 1085(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1806/1283, 3-4=-3474/2906, 4-5=-2209/1710, 5-6=-2117/1711, 6-7=-2163/1820, 7-8=-1153/969, 9-11=-330/381 BOT CHORD 2-23=-1805/1748. 18-23=-1805/1748, 18-24==547/540, 17-24=-547/540, 16-17=-122/313, 3-25=-1421/1506, 16-25=-1421/1506, 16-26=-3333/3297, 15-26=-3333/3297, 15-27=-3333/3297, BOT CHORD 2-23=-180511748, 18-23=-180511748, LOAD CASE(S) 18-24=-547/540, 17-24=-547/540,' Standard 16-17=-122/313,3-25=-1421/1506, 16-25=-1421/1506; 16-26=-3333/3297, 15-26=-3333/3297, 15-27=-3333/3297, 14-27=-3333/3297,6-14=-303/438, 13-28=-255/296,12-28=-255/296 WEBS 4-15=-356/538,4-14=-1315/1328, 12-14=-770/788, 7-14=-1293/1250, 7-12=-912/1110, 8-11=-882/917, 3-18=-950/1016,8-12=-1209/1255, 16-18=-1626/1556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 24-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 11 and 506 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. xNkr-nos+m,,.ylita:k.n:inag€Werra!zair;a�raurlxssr�komcas,;nrau�^rulr/uxsaei�uurl...r„rtltr��odm.a:�.o",:�s:o-.:sa„ry,mE.mrp�;;man,wmri.r�l�io:rttdu�,suede•:�s,w:,:naaHunelnm:lco.:d! wTatm k:glehsskik:s:la;IlaiPCk!<:d:Lis,tresanrgGr�e[,.e.,trGuhyEElms,nassln�ms,gmms®«,rnndtvpd<ui:adn;tax:�rmp:�s m;nela�dnem�:ras:l:rsman�tnanry,Rtnmtruhsyenuo :.i�ulu::ac:dnee,ry, Anthony T.TomboIII, P.E. at.s:dnsTnuwr.lui�i:n::ar:auarydan.:R.mo.Kr:oa:vd.y�,:mt�ir�oe:ze,nc:ud:dda,nCn:aAue�isirn�rafnit.n:nm.Idmroomme:x.:,dn:r.sxnaaiyt�T�,m:l:.amrdn.�trNy,baik4engnsWyd z80083 ' ner:af�a:siRxae[w6etlrt.lownSOW kION "iftIndimsnlrrddandt.I.N 6,den:elixFsdpit¢ee.lnlia5xstkrtslns�liinniAiie:dl�i:an�'pa,Trask;ip:6jamntlneeE��uh;mn,:dess � I g451 St. Lucie Blvd. :tlenis:id�alr:fnnmryddelnk.i ghk4 rmaes unhd.rarnakdpkrlxi+Is igrlN Gilllnksipe,rtTna.<(dee 6gtr>pd:ryMilliq.Naiadk+OMe;nenadu:lk7tn. Fort Pierce, FL 34946 (oppight9.2g16A•llaolimsses-Arthonyl.lanhoIII, P.E. Reprododiaoafthisdocomeat,inanyform,isprohi4itzlwhdamtfiemPoeapeaaissiaelra,eAlYoofLossac Anhanyl.lanSoIII, p.E Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119764 XCAS6811AM C04 Half Hip 1 1 - Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Nun: 8.020 s Aug 31 2U16 Prim: 8.020 s Aug 3-i zu-lo MI t ek inousines, uu:. Muu umc ,c ID:cS2yUAsdrwV4V5ztDI W WpPzmH46-eg]PGSCIP_S9Kc_2xelrY827k8m 14 6-5 18-3-8 22-3-8 1 7-8 , 5-5-13 3-9-3 4-0-0 2 4-0 ' 4x6 = 1.5x4 II 4.00 12 a 9 10 V 10x10 = 1.5x4 11 6x8 = 4x8 = 5x6 = 3x4 = 11 3x3 5x6 = 1-5 4 3-2-0 5-%2 9-0-8 14 6-5 18-3-8 22-3-8 1-5 4 1-8-12 1-10-2 4-0 6 5-5-13 3-9-3 4-0-0 O5 2016 Page 1 Dead Load Defl. = 114 in Plate Offsets (X Y)— [3.0-1-9 0-1-11] [11.0-3-0 0-3-0] [14:0-3-0 0-2-12] [17.0-1-12 0-0-0] [17:0-3-8 Edge] [18:0-3-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.26 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.45 11-12 >590 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 147 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 11 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 420(LC 8) Max Uplift 11 = -601(LC 9) 2 = -520(LC 8) Max Grav 11 = 1177(LC 1) 2 = 1089(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1790/1303, 3-4=-3485/2941, 4-5=-2225/1759, 5-6=-2142/1766, 6-7=-2197/1901, 7-8=-1113/959, 9-11=-356/443 BOT CHORD 2-23=-1757/1718, 18-23=-1757/1718, 18-24=-556/552, 17-24=-556/552, 16-17=-114/308, 3-25=-1339/1436, 16-25=-1339/1436, 16-26=-3300/3303, 15-26=-3300/3303, 15-27=-3300/3303, 14-27=-3300/3303, 6-14=-336/483, 13-28=-243/298, 12-28=-243/298, BOT CHORD 2-23=-1757/1718, 18-23=-1757/1718, LOAD CASE(S) 18-24=-556/552, 17-24=-556/552, Standard 16-17=-1141308, 3-25=-1339/1436, 16-25=-133911436, 16-26=-3300/3303, 15-26=-3300/3303, 15-27=-3300/3303, 14-27=-3300/3303, 6-14=-336/483, 13-28=-243/298, 12-28=-243/298, 12-29=466/484, 29-30=466/484, 30-31=-466/484, 11-31=-466/484 WEBS 4-15=-353/539,4-14=-1302/1305, 12-14=-732/769, 7-14=-1350/1302, 7-12=-842/1010, 8-11=-913/904, 3-18=-961/1017, 8-12=-972/1044, 16-18=-1651/1592 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) ofitruss to bearing plate capable of withstanding 601 lb uplift at joint 11 and 520 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. w.nhr-na�mnepya>H s rsa•Aa rar,; nassa;^s!ua; sla3u!nus r ca%omen mstuuFurrar}u¢eaafmuRrrroQ u,�e�,7ra�,a�aaa:t,:af aaka.asa e,s, e:,gaaa„�g;!�;maua uriarl. rau, fa: rt.ta!vaa,, ss�emwa.,, t,o-aa:x,,.fa: n+d m n+nn.aa!t ILTatsamamr Bela aSdikrsetWr@erbChkedi. AsrTaasg:slx Eeghaaf .,Simnlryfasiuza,w:s�naapigC aquawsmacaptmeeAsiepdaasaa,legh:aaugrapa:dlryfc nafasrpa ah�ermafgd�ah:logn¢,uen lnL raeks7panmpaes, laedhr mfbeac, s,ihfdq j Anthony T. Tombo 111, P.E. hrsq laiRrl isle nymu:lirydMO.ur,as0.an', a91rme1 ayednn:Wifeq Unga,n@x uaeAF<he R4Ra lxaffalaslGilligudeuntfi. tk epmda!8a ngaxf net fi:Nase e!herna; Iadefiykulhy slage,vsheefiwur knag sRal!le�rsslavetldt of 180083 ' R,r,efy@siprrmMd..Ana1,sstlwhMIN inibl,a,nmal6cpeee1StehlduaaMILSIpikkiif111.1 Greu!asca/iaP.0piee-111-1eft,fi,usfaWbnMOfiesdlrrnsrOnlpe,Trmsoe:lpEgw-nase!ta,rearca:a1as.; 4451 5t. Lucie Blvd. anemeeer kI.(wmdWWqahnr.,galpl.linlistIhr—IsrVprilamis nes,nigoalgne,aunsssrarc1.11-dsqi,uhay.ula/nsleefrexema4,fiaihnu_ Fort Pierce, FL 34946 Copyright 02016 A I Roof hussu- An.ftyl.Tambo III, P.E. Reprodanioa of this doaiontAn any form, is prohihited withoutthe written permissiaa from A -I Roaffrusses- Anthony r. Tombo Ill, P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C05 Half Hip 1 1 A0119765 Job Reference (optional) esiyiiigga In uss.wIn Run: 8.020 s Aug 31 20i6 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:06 2016 ID:cS2vUAsdrwV4V5ztDIWWnP7mHAr-4_crnl lnnKIA1,nvm7M1I ..erne~ iLI :RU-svuoas,,. 4.00 12 4x8 = 1.5x4 If '' i i 3x4 = 10x10 6x8 = = 4x4 = 5x6 = 44 = 3x4 = 5x6 = 1-5-4 22-3-8 E Dead Load Defl. = 1/4.in LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.27 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.49 11-12 >538 240 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/iP12007 Matrix-MSH Weight: 142 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOTCHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-8-1 oc bracing. WEBS 1 Row at midpt 7-13, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 10 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 378(LC 8) Max Uplift 10 = -617(LC 9) 2 = -531(LC 8) Max Grav 10 = 1177(LC 1) 2 = 1083(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1781/1340, 3-4=-3445/2942, 4-5=-2231/1832, 5-6=-2148/1841, 6-7=-2270/2078, 8-10=-392/484 BOTCHORD 2-22=-1728/1705, 17-22=-1728/1705, 17-23=-557/554, 16-23=-557/554, 15-16=-115/308, 3-24=-1299/1402, 15-24=-1299/1402,15-25=-3230/3261, 14-25=-3230/3261, 14-26=-3230/3261, 13-26=-3230/3261, 6-13=-460/664, 12-27=-187/347, 11-27=-187/347, 11-28=-711/774, 10-28=-71 1 f774 BOTCHORD 2-22=-1728/1705, 17-22=-172811705, 17-23=-557/554, 16-23=-557/554, 15-16=-1151308,3-24=-1299/1402, 15-24=-1299/1402,15-25=-3230/3261, 14-25=-3230/3261, 14-26=-3230/3261, 13-26=-3230/3261, 6-13=-460/664, 12-27=-187/347,11-27=-187/347, 11-28=-711 /774, 10-28=-711 /774 WEBS 4=14=-359/542,4-13=-1242/1213, 11-13=-530/503,7-13=-1661/1587, 7-11=0/313, 7-1 0=-1 069/983, 3-17=-956/1008,15-17=-1615/1575 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 10 and 531 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard x*,[g-em nn gsgn k.ntra eoc, nmss; uuir meal [xs s casomcss msrou{emnrys reaa:lesusKrme rmryietip p.Ye, I d.41 LIN,Pena 10 ..ION" .1 a, WILT tre.a a,et. .1 ILtet rtld,ssSdiksfdk NTMUIted:re,l-apt.,dn: dm:,ro,�rmc[g�no:muutt;at RI. rid:�,;aop:n;,l�wa,icws.ema�er Anthony arnedl ,L.ub•agAiLkrg ts9 ernfw:Iirydd Onu,EsO.nlruB,md grCu utedc�7fb,i0:tge,iadx ndeddGt04ftllC allktanl xeliigcdxWRld. nt epnnl dfie NAW erlfieUmdtlrtms; ndeEgFaulig, sla�l,uAlCeawni hey ddlkSe rlymfNiyd T. Tomb80083 III, P.E. aer:ar g�si ae[tsean. saldesedmue:mgldae rteitesnt !dalsdttrkiW' a = 80063 ■■[WRtlndallat,Cdgp(IIymEsfrtlr.0.IV ,114 flell:<IL%[YIYdF11III�RIPIItdllnRtl<SFnf�u1113n11IA'and4kln3iOl5!IIH,T,n3Oltitttynnnt7nssus.ndeu,.dm 4451 St. Lucie Blvd. ttliixsr. hRxdlrs:«um,peagnn vm'tldttmm dnt,:r tie tn,uenn uta,auaerelutug wsip.t,ausastmvusmiedlg hatag. mnt�i:d a,msmnad�a[uml. FortPierce, FL 34946 (apyright02016A-IRaoitsusses-Anthonyi.TamboIII, P.E. Repsodudianafthisdotumeat,inany fast,ispmhi6itedwlthounhewinenpermissionhem6dRaalLosses-AmbonyT.Tomb 111,P.E. a of Job Truss Truss Type OtY Ply Std. Pac./6811 El A A0119766 XCAS6811AM C06 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:06 2016 Page 1 I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-4sGoUoDNAlaOxmZFVLp45MbJtYCasxBX898hwny9hm: 1 4-0 7-74 1 14-3-8 18-1-12 22-3-8 24-7-8 1 4-0 7-7-4 6-8-4 3-10 4 4-1-12 2 4-0 4.00 FIT 4x4 = 3x4 —_ 1.5x4 11 Dead Load Defl. =1/8 in 5 n 7 e 4x4 = 1.5x4 I[ 3x8 MT20HS= 3x8 = 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 r LUMBER - TOP CHORD 2x4 SP No.2 *Except* Ti: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-3-1 oc bracing. WEBS 1 Row at micipt 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation g1lirlp. REACTIONS. (lb/size) 9 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Harz 2 = 337(LC 8) Max Uplift 9 =-631(LC 9) 2 =-541(LC 8) Max Grav 9 = 1177(LC 1) 2 = 1083(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2099/1616, 3-4=-11541853, 4-5=-1143/875,5-6=-1014/911, 7-9=-347/438 BOT CHORD 2-17=-1867/1917,12-17=-1867/1917, 11-12=-1867/1917, 11-18=-1867/1917, 10-18=-1867/1917, 10-19=-574/616, 9-19=-574/616 WEBS 3-12=0/324, 3-10=-980/1031, 6-10=-574/667, 6-9=-980/930 CSI. DEFL. in (loc) I/deft TIC 0.73 Vert(LL) -0.22 9-10 >999 BC 0.61 Vert(TL) -0.37 9-10 >717 WB 0.77 Horz(TL) 0.05 9 n/a Matrix-MSH NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631 lb uplift at joint 9 and 541 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard L/d PLATES GRIP 360 MT20 244/190 240 MT20HS 187/143 n/a Weight: 121 lb FT = 0% IBusnr-Flmutknyllrnder tte'll IOfi tlaSsg!5r!SEi;5[r3A!PUT A 41%emulS rOSIOY'IUP'i}1nie08itikYEtrtuc Iurfreesile tmnndus eel rKl%desudss foss Cssi;eN%+mrPW)meit, k6nii.kek IF,rf.leReunS stdue ese. rvless ctnrne>xselml6e rre,atr wTecr tPmss�lk.nttxs�tukmtA.T-or rooulr.ntnthl.Nes4%naopse lxtietu%enKu Mllm: Anthony T. Tornbo III, P.E. aemeld:sii.ssbreghlBatlsnenspnW4,18:Ong4a Oveetsou mdegncer Netuilar On ge,u2e udeddlisOLde l!(ai rrluel to Ifiynl:nintd.na," *80083 neharogR:� Zhmeau.mmesdmiemiooutLtar«utluleuaLkryh xelteegt�rdero%n6pt.l��nrmuaswverd�ultt�lu�dPuese.tnlernueen,tusurutanua�rn%:o-yee,ianttaP xuetesspmnma;mus 4451 St. Lucie Blvd. elleixtsard�ahe;«n�egnayunr�gdlpnnannna. tta rn;ro�i,htrlst�rnehaigo,:l%:niuusiners hte�ur,nrLaulmnt�ad lnz; uentdneacan. Fort Pierce, FL 34946 (opyrigdt�iglg Ad Rraffmsses-AnthoayT.lomholll,P.I. Repioduaba ofthis dotomeat, in any krm,is prohithed witheutthe wrinen permission from A -I Rooffrasses- Ardonyl. iamb III, P.E. Job Truss Truss Type 4ty Ply Std. Pac./6811 El A XCAS6811AM C07 Half Hip 1 1 A0119767 Job Reference (optional) KOO, manes, Fur s rims,, FL 34946, uesignLa rsruss.com Run: 8.020 s Aug 31 2U16 Print: 6.OZU s Aug 31 2016 MiTek industries, Inc. Mon Dec 12 14:35:06 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-4sGoUoDNAlaOxmZFVLp45MbFtY7XsvWX898hwny9hmJ -1 4-0 6-6-7 12-3-8 17-1-12 22-3-8 24-7-8 1 4-0 6-6-7 5-9-1 4-10 4 5-1-12 2 4-0 4x4 = 3x4 = njad Load DeFl. = 5116 in 1.5x4D 4x4 = 1.5x4 11 — — 3x8 = 5x6 = 2-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.39 8-9 >674 360 MT20 244/190 , TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.75 8-9 >354 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 117 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation qUide. REACTIONS. (lb/size) 8 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 296(LC 8) Max Uplift 8 = -644(LC 9) 2 = -550(LC 8) Max Grav 8 = 1177(LC 1) 2 = 1083(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2148/1695, 3-4=-1418/1094, 4-5=-1281/1112, 6-8=-363/452 BOTCHORD 2-16=-1891/1971,11-16=-1891/1971, 11-17=-1891/1971,10-17=-1891/1971, 9-10=-1891/1971,9-18=-795/856, 8-18=-795/856 WEBS 3-11=0/274, 3-9=-765/841, 5-9=-443/576, 5-8=-1115/1062 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plate(s) atjoint(s) 1, 4, 6, 8, 2, 3, 11, 9 and 5 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) atjoint(s) 10 checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 8 and 550 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ' Pe.�irg-Ften ttrmsJJrrcdex r'x7110grFieSSEi vita ydEB3AtIlYS6(ilkalllulY(I�IOPiIUrd'}1Ot66f(Lb4Fk7'hro. IrtarWip paadnsuereolu4suEdsfnrt Cesip6nry�p7;adae W®rLrufFIB,RE. idemnSin!ldwe ru. 5drss o-"wsise rclelmBe lED,rsh w'trte�emreteessdUersreia•6atogukret:RanFres6:s4eE.sm:e4s,5Fr;nFSFfs�v a:satnmir6;r4mrcssmscrpe�rearsrr6a:r,rsey.r,:ogre:na:sagd•3eea�rtarsusletsassFtitadr,lvtonedr,rctrcml.nehs�pe>aarercs,Idit'na"""saor Anthony T.TomboIII, P.E. �6 verse el Crr iunlue�diidrg is Mrespa Sliry dye hur,.xisa>anadgedn netall'mg ge:gse,ia@e uAeddiNQ::tlelKnllil�r�sat'Ifugwk eAiM 1. lte epm 1010,T)DW eim m1fiell tI s-¢drdngsnuq sinegeuhay sliulmod Sid! It h'vFneg md 580083 ' mu;iry6e wd[rfirda.WMrndmu416gnerrtdamgrzlarcdr<l ca,��rc<tltrgro�:ode;FtsQFdsteirrn�FswderdrrsrM��d�uer.inlaro:rrcinr,ednnmdtreer,Tasso:Frf,�nrinr:gundna:rdr,s dlenmsNfwdhstomalryeedeink ner;yai gsner hvhd Irern;sllMn bg§ea is RgiBssrtliy aAgm,oLns5laea Ggmen o!sry knitie}Nagudcedsea;mss dd�nlmii4l. ort erc Lucie 34Pd. Upyrigbi020164-1Roo1trusses - AnibonyLlmnho III,F,L Reproduction ofthis dunament, in onyfnrm, is prohibited wishoutthe wiPen permissiaafrom .4-1 Rooffrasses- Anthony T.Tanbe Ill, P.E. Fort Plet[e, fL 34446 Job Truss Truss Type QtY Ply Std. Pac./6811 El A A0119768 XCAS6811AM C08 Half Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 IsAug 31 2016 MiTek Industdes, Inc. Mon Dec 12 14:35:07 2016 Page 1 ID:cS2yUAsdrwV4V5ztDI W WpPzmH46-Y2gAh8D?xc itZw8R33KJdZ7TIyUCbTlgNptETDy9hml 1 4-0 5-9-14 10-3-8 16-3-8 22-3-8 24-7-8 1 4-0 5-9-14 4-5-10 6-0-0 6-0-0 2-4-0 4x4 = 3x8 = Dead Load Defl. = 5116 in 1.5x4 II 3x6 = 5x8 = 1.5x4 II 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except` 82: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 254(LC 8) Max Uplift 8 = -655(LC 9) 2 = -557(LC 8) Max Grav 8 = 1177(LC 1) 2 = 1089(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2160/1784, 3-4=-168211311, 4-5=-1544/1311, 6-8=-377/470 BOT CHORD 2-15=-1915/1990, 10-15=-1915/1990, 10-16=-1023/1234,9-16=-1023/1234, 9-17=-1023/1234, 8-17=-1023/1234 WEBS 3-10=-505/660, 4-10=0/274, 5-10=-353/403, 5-9=0/309, 5-8=-1426/1204 16-3-8 CSI. DEFL. in (loc) I/deft L/d TC 0.77 Vert(LL) -0.3510-14 >750 360 BC 0.84 Vert(TL) -0.6710-14 >397 240 WB 0.46 Horz(TL) 0.06 8 n/a n/a Matrix-MSH WEBS 3-10=-505/660, 4-10=0/274, 5-10=-353/403, 5-9=0/309, 5-8=-1426/1204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 8 and 557 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 22-3-8 PLATES GRIP MT20 244/190 Weight: 118 Ib FT = O% r�,�d-neva,nryfq,na.xinoefn.1",VA 11RIE ttussca,mnenrmou tusu)uewarrwunrtn rmtayt .W�„mr:news,�e,m,:ee:y,ort. pro,a�mrm�rr.r�wm:rr.tdn�rtswld�.�edt„nn.i,tne<ematrtaeat 1hlskuaem, Ida sk9hudI.UTINVIe,dl ateims aesee Essa:s[u,ysmLsltPuneessMnesri[, tgrtudsmergfatd6s lsi[alud es�Mrc7rdpaastrybtdt trs7dA.moiTm, hydtdnlft=ulf,ul.MI. rxhvpmuofrn,, 6dusm4sesc ssa,lfes Anthony T. TotnbO lII, P.E. '-!meet NtT,.sift-11"Tksi,a:iary,u�lirydMOnn,asU.uf,eAlrmdq,d nmeWrnry On!pa,hae,sdtd Ati3OCft,lt(nl sslortl Si9[�cd,niRld. Ike tR:ml dfi, NO uletfi:N.udtl,rnu;hd.tigMdzy dnge,uaJdiwnl Fnur sld;has nsI isdafd =80083 itebilfurasipv-dhm,dn. Aaedu sd tut isSaOd nlae tixdresald,ddaesdt4ku£qhs;aelSdehldumlanOsSljrelfi:ka/1r111sd S1G cnefneceedrix�d pihst.7t}I iefixstl, ngns'ulilu sd hti,sdG:Imss Osiµt,irtss 0e:ipf>gaen milrts Vmhdne,, Nsss 4451 St. Lucie Blvd. ,RerHs: dehmdlr rtcea-lipnd rynh-mrs F, dlruam huh:l lkr-m Dedee Groats F7lfl,sr:Iligaeslpt,uluuSsdea hrmsndsry Malbl.Nafmdmlinas m, mdduslkil4l. Fort Pierce, FL 34946 (apydghtO2016AdlociTmsses-An6anyLTambolU,P.i. Repsadomianafthisdomment, spto inanyhim,ibibBedsr¢hoatibsminenlitmissioafsenA-lloutfusses-AtMayl.Tambllf;P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C09 Half Hip 1 1 A0119769 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:07 2016 Page 1 I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-Y2gAh8D?xcitZw8R33KJdZ7WLyXDbSXgNptETDy9hml 1 4-0 4-9-2 8-3-8 15-3-8 22-3-8 24-7-8 114 0 4-9-2 3-6 6 7-0-0 7-0-0 2 4-0 4x6 = 4.00 V2 Dead Load Defl. = 3116 in 3x8 = 3x4 = 3x3 11 4x4 = 3x8 = °%4 — 1.5x4 II Sx6 = LOADING (psi) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 12-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.36 12-16 >733 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight: 113 Ib FT = O% LUMBER - TOP CHORD 2x4 SP M 30 'Except` T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 213(LC 8) Max Uplift 9 = -663(LC 9) 2 = -563(LC 8) Max Grav 9 = 1177(LC 1) 2 = 1089(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2206/1810, 3-4=-1890/1500, 4-5=-1780/1489, 7-9=-405/499 BOT CHORD 2-17=-1885/2033, 12-17=-1885/2033, 11-12=-1376/1695,11-18=-1376/1695, 10-18=-1376/1695,10-19=-1376/1695, 9-19=-1376/1695 WEBS 3-12=-322/434,4-12=-32/310, 5-12=-139/263, 5-10=0/341, 5-9=-1793/1481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 663 lb uplift at joint 9 and 563 lb uplift at joint 2. 8) This truss has been designed for a, moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ' ®mnt-flmunm,;NrrnieR ne9lIO:FnesS6%Sri!n;enau 1;unawmnCssi'maui-Ie1Y7urWtlt[su[krsw W, kup p't ft"dRd edeluf',L i:Ct,iponR'mspQirywn,Im.rLrifli �a,rt tek'n:[ skmM.,-Ee W. ft.a. R[nenn, mo"it ILTair�imr tlehs stm kuetdrS,mUdl„di L,UusO,ap ki�epa, dma7 &euce?,n, ud napm7 Rtrtua, m,citmi, dn,tNrsiuilurbv,utietg:e+utdrni kvpaeRsdt4 in<: kti�E n IbleUult,,dRlnt. rsknp,uiotue;, 4KRF mlei,i4 uedlq mne<lrzcun,wrRgw�tt:n,i„piaruryaaa..er,aRu.,ds,eimd,pcRn,wilco:vsm,on,RR,eirmm.mlxan�u,ta:l ,d,mm�t.m, lcn,mem fi•Nn,dtl,inie,dd,l' Feu - Anthony l=.TOmbOIII,P.E. at Ui ttlm D.W., Oes mha:ustd:teexn,tusrNiya 80083 .6-KIto:fily.Waednt"'..It"AgIn, IGO p1m AFtilat1Ins% Mannmuahl s19At k1lil Oulpt,R,empOgtafi:dnrmi,astuc All fodlodi ru .'ithiItTh 1msn, ngnulTaa .161., a0.:tosidsipe,inn kilp h7i,uee[Ins: ul„dn1lR,ia,es: 4451 St. Lucie Blvd. ,nmmekrmatr, tRnm,pmp„d nmrt y d pares in,l:a. to to:s D,Cp uta,s, is torn, w:ulga:iaay,ru,xstn,R ks�R o!„rarudt. m mt�d,9drRs R„i eefl,d nma. Co ibtr9fll16A.IRooflnsses-Anihoa LTombofll,P.L Retoduoionofthisdommeni,inan fos is sobihitedOboutthemieen esmissionfromVRodliussn-Aethno T.TombeIII,P.I. Fort Pierce, FL 34946 Pn R Y P Y 01- F F Y Job Truss Truss Type Q4/ P11 Std. Pac./6811 El A A0119770 XCAS6811AM C10 Roof Special 1 1 Job Reference (optional) ... " OMC eAITeL In.d—M— In,- nA— n— 19 Id-ge-nst gore Pane Al KO01 I cusses, rorc note , — —u, uw1y1,1--o , � d nn ri—q- ID:cS2yUAsdrwV 2 12-6-0 3 3-1-4 4x6 = 4 22-3-8 24-I I 5-0-8 2-4-0 Dead Load Defl. = 3/8 in CNI 4x4 = 3x4 = 3x8 MT2OH6= 3x8 = 5x6 = 6-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP _ TCLL 20.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) -0.37 9-10 >725 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.75 9-10 >354 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.07 9 n/a n/a Weight: 113 lb FT = 0% BCDL 10.0 Code FBC2O14frP120O7 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 `Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1177/0-3-8 (min. 0-1-8) 2 = 1083/0-8-0 (min. 0-1-8) Max Horz 2 = 188(LC 8) Max Uplift 9 = -65O(LC 9) 2 = -493(LC 8) Max Grav 9 = 1177(LC 1) 2 = 1O83(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/1961, 3-4=-1950/1624, 4-5=-2561/2122, 5-6=-2341/1908, 7-9=-359/445 BOTCHORD 2-17=-1979/2099, 12-17=-1979/2099, 12-18=-1377/1600, 11-18=-1377/1600, 10-11=-1377/1600,10-19=-1397/1574, 9-19=-1397/1574 WEBS 3-12=-380/529, 4-12=-230/438, 4-10=-848/1153,5-10=-1030/949, 6-10=-591/857, 6-9=-1713/1568 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom:chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 9 and 493 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wdg-nrmm�l(yne,ae•Adloaf nosss seu snanlsusscnalnas(mauFwrritupr(neulrKnmerml�w*srcrwrnle,nm:rnne<.ly,nn.ypu�;aaes�a.rl.rn(,m,r:.0 �uwlme.n.c no«.Inmeanaereamr ILhkc #rlltlrs skQhnetfarfieiCC48e nI:L lsrTrns Osn Bgaee[�2„devC/hpee Raef�nmriq; nrnsulsmscrytnedae rysttsieod ngUuirvrre:pn:@lryhr aeBNprdaesn8h lmslryelbnaelACn¢,n3nIn8. Ikhsge nuerEx=.,Ietnl ursclns,umsgar Anthony T. Tombo lll, P.E. .1 nednn T-Want hiif3sr h al 1111-aW4dh O-KIn0.ne'.Ahmdegev'nNtoligOenga,aaenduldfin n4ae i8(Q1aeb.Iwagniea4 IN 1. Ile eRmd die NOaf nIfienne Orldnn; 6deriy8nelk slage,'vsl.nef ee1F. ys8d! I,& nslnvddt d sBOD83 ' ie8:lful essiper vdimedn. AOednsd nln aeIDOnlae praousnl laieeare d&hil6yi Ocpeundeh(deeoenm(8(9IIr80sN888R1n8S1(A"Iernal I"pasd pure.11Fl&anae MS1001tes UJIMISd oni hp—flnn Vndednn...1'. -. 4451 St. LUde Blvd. IieMnhOnllyr(naad egedryle a-,N ey 0 FM nedM.In rnn Dedn relay 119013, 114NDnlpn,uTnn S19-Gfana[g8raael. All ml"I'ni ars we nddlufWT1rl. Fort Pierce, FL 34946 Upyrigbi02016A-IAoafLasses-AnihocyLfamho111,f.L 6tpmduisnnot this dommom.inooyfdrm,isprohi6hedwithoutthenindnpermissioefrom AdNoOnnses-Amhonyl.lonho111,H. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C11 Monopitch 1 1 A0119771 Job Reference (optional) Al Roof Trusses, Fort Pierre, FL 34946, design@allruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:08 2016 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-OFOYuUEdivgkB4jdcmrYAngcOLtjKxpgcTdo 9-10-1 16-4-13 22-7-8 23-11-9 4.00 12 iu io ,a 9 3x4 = 3x8 MT20HS= 3x4 = 5x6 = Dead Load Defl. = 1/4 in u 4x4 = 74-14 74- L� 1314 6 -8--3-97 22-7-8 8-11-1 Plate Offsets (X,Y)— [9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) ' -0.31 9-10 >857 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.57 9-10 >469 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 124 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 1 Row at midpt 7-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 9 = 1116/0-3-8 (min. 0-1-8) 2 = 110410-8-0 (min. 0-1-8) Max Horz 2 = 530(LC 8) Max Uplift 9 = -621(LC 12) 2 = -493(LC 8) Max Grav 9 = 1116(LC 1) 2 = 1104(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2212/1532,3-4=-1995/1387, 4-5=-1913/1399, 5-6=-12501763, 7-9=-288/516 BOTCHORD 2-17=-2118/2041,12-17=-2118/2041, 11-12=-1670/1634,10-11=-1670/1634, 10-18=-854/817, 18-19=-854/817, 9-19=-854/817 WEBS 3-12=-290/421, 5-12=-320/470, 5-10=-690/807, 6-10=-503/722, 6-9=-1101/1159 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loaIs. 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 621 lb uplift at joint 9 and 493 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard trmhr-rlm,owsytlJa,ka6e•a•trgcrrmsstsis.�iuFrtrsunrvsewuineurmrau�rm;riurres�.roauara,a1.46uppa—ftrmmfwr,uu,rtnsaspnn.:t;wn!wwr.rr.t,m,u.r4r,!,srdldnrw.¢do!�x!!.ins�dmctleo.rdt WTrlssmm,pldn sidlknttlrltit6kktdi.Is,Tnss6ng bsa!wtt,5reo,tr itlie!4d!sWnegrp;rryrc.Nsmscymsdtlerrshuuedurlrv,ugresp:dSrypMae f!dpdme sa¢!tmstymdne: mouq.n[a 1Ht. lehapts:,ntt.4wiclaenma,sm!ulf :'; Anthony T. Tornbo III, P.E. nf,xdC+:sTr.n Wcg4ildxt isd,nspuu.Iuldiet 0—,ka0mt,ednhd g,dmM1, Whir Ow",adeud!ddhtXn,IlLn/h1.1wilfigrdsatRld.nesn�n (ripe lee,foeffieU,ud6tims;hd,tigk,diey dwrypps6C,tignl lu-S sedlhexr,ynstiddtd #80083 ' 0,rwlfwgolsipaerllttetdw.sgett-Mdixne10Onflk hm'.l Sd,hld!isetim;i(S(1rdG.kf17Rl unl —fde Ar1-d pit...A]ie-finI.Swi,MO.,dN11-fi!tipn,Tm56elp rgimdln,s llu,hdnµnkss :. 4451 St. Lucie Blvd. muci utmdltt:om�tpaaynh■Y;gdlrmneshnn,tn,rrmodprrm,xlsrorntultyknp�,aTrnrstdar,podnrk,1114 teatr,dmasu,addtdaml. Fort Pierce, FL 34946 (opyTight02Ul6A.IlooU!usses-AnthonyLlombe(il,?.f, Rquedudionollhisdocument, inany form,isprohibitedwuhouttbewritten peimissionItem A•IRoolTrusses-A,dhoryLTembo111,p.L Truss Truss Type Oty PIY Std. Pac./6811 El A A0119772 FJob 6811AM C12 Monopitch 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industdes, Inc. Mon Dec 12 14:35:09 2016 Page 1 ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-URyw6gFGTDyboElgAUMni_Cn8lCy3O3zr7MLX6y9hmG r1A4 5-9-13 9-10-1 16-4-13 22-7-8 23-11-a 1 4-0 5-9-13 —� 6-6-11 6-2-11 1 4 0 4x4 = 7-4-14 4.00 F12 3x4 = 3x8 MT20HS= 3x4 = 5x6 = Dead Load DeB. = 1/4 in Plate Offsets (X Y) [9.0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.31 9-10 >857 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.57 9-10 >469 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight: 124 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 1 Row at midpt 7-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 9 = 1116/0-3-8 (min. 0-1-8) 2 = 1104/0-8-0 (min. 0-1-8) Max Harz 2 = 530(LC 8) Max Uplift 9 = -621(LC 12) 2 = -493(LC 8) Max Grav 9 = 1116(LC 1) 2 = 1104(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2212/1532, 34=-1995/1387, 4-5=-1913/1399, 5-6=-1250/763, 7-9=-288/516 BOT CHORD 2-17=-2118/2041,12-17=-2118/2041, 11-12=-1670/1634,10-11=-1670/1634, 10-18=-854/817, 18-19=-854/817, 9-19=-854/817 WEBS 3-12=-290/421, 5-12=-320/470, 5-1 0=-690/807, 6-1 0=-503/722, 6-9=-1101/1159 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loaIs. 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 621 lb uplift at joint 9 and 493 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard xnhr-r�+mnsr¢ren.e:•r uuenrr>srs(xurr s[carntrxsermoinuurosrow{lmrlunosrl5uurm° rr ear:tnr°em[.:nrnmsr°ne<dsam:.ylae}mmka.rr.ruk�,rtrdcnaskxtd°rm JtU% nr Noidderrco. en XQstr�Ou rWes s9.lkeserk; Seitl;kle td:L/selnss hm5xk�y�s,steadry6snn4 tl: sednsay lhgrtrrt:aB oaocgb.rdtei rrde:shasivymx:wrrnpudttfsar�rss�dc. msk rm:rereraneslnoury,nta RFl. Cxie:genu°yens, kfar urleuss, sdMdq -. Anthony T. Tornbo lII, P.E. urged LS°inssdrsnrhitlsy is 6e wsin 3:liry dAx 6nw,de gweeise Smrd gedn ni kiifeq 6nrg.,B@ewded dfde 0(,01e M wrtklo 1wfigo. M.I. Ike eiymddlie Nh neerykiined9el+:s; hdstiglndri,:hrge,hd leannl hood sldlMde n<rmddeid 180083 ' mrrurgosdp l[rmrmr.Ineshlsdrd is na0enl@t1°4I°red pddhndAehddar rrcp°ed5Alr .a."Itsryrakki It lrnasar—&—if.P dpir,...lm[fi 4451 St. Lucie Blvd. rfienlsNsFmdlrrtunaleyedeprle ntdm lydlptierlmhai. lk inu WpIssft is NITA. Iraq adp1,0°ss5td.kr`sei dnl h3q. Fort Pierce, FL 34946 (opyright01R16AdRoolimsses-Anihonyl.loaboIII, P.E. Repsodudionorthis damment,inmyform,isprohihitedwhihoutthe wrthenpermission lmmA4RoofTrosses-Amhoayl.TanhoIII, P.F. Job —];C43 Truss Truss Type Oty PIY Pac./6811 El A XCAS6811AM Half Hip 1 ]Std. 1 A0119773 Job Reference (optional) i_: , �d , uea:y: rl,d : rr uss.W111 Run: 8.020 s Aug st 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:09 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-URyw6gFGTDyboElgAUMni_CsOIDK3MPzr7MLX6y9hmG 24-7-8 -1-4 7-fi-11 14-9-9 22-0-8 2 -7 1-4-0 7-6-11 7-2-15 7-2-15 -7- 2-0.0 4x4 = 3x4 = 3x6 11 Dead Load Defl. = 1/8 in 12 4.00 a 7 rr •• 12 " .. 10 9 1.5x4 11 3x8 MT20HS= 3x4 = 5x6 = 7-6-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.20 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.34 10-12 >784 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 128 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 1 Row at micipt 7-9, 3-10, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 9 = 1169/0-3-8 (min. 0-1-8) 2 = 1096/0-8-0 (min. 0-1-8) Max Harz 2 = 497(LC 8) Max Uplift 9 =-579(LC 12) 2 =-502(LC 8) Max Grav 9 = 1169(LC 1) 2 = 1100(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2145/1464, 3-4=-11961711, 4-5=-1052/732, 7-9=-400/549 BOT CHORD 2-17=-1976/1958, 12-17=-1976/1958, 11-12=-1976/1958,11-18=-1976/1958, 10-1 8=-1 976/1958, 10-19=-1045/1062, 9-19=-1045/1062 WEBS 3-12=0/331, 3-10=-970/999, 5-10=-266/585, 5-9=-1254/1245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 24-7-8 zone; cantilever left and right exposed ;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 6, 7, 9, 2, 3, 12, 10, 5 and 1 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 11 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 579 lb uplift at joint 9 and 502 lb uplift at joint 2. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard a�tig flex ttragdrnrkyr>e•f uncrnmc8;'uuul,sEr3u nusar�roinessrosmul^w }aanaerl�auryea renrrmps,,ft rd red e. dm,ra,Per,l;,oa.arpor,®ane Warr. ryesin Ile a,W..roar— ms,aea=�:rradmmrrca..dr wtai m p kss�ukrs<fw;eFmcureedg tsrTee;e�tehr�al:.$emLT6r: ,a:,�redp a gmuu®,chard; r«{:dndusuaeyrr: a�qm aalapdceswQ Tm:lrrud�n meedr,ertaml. Tithopesnerea,xaururm e,, �aaor : AnthonyT. Tombo Ill, P.E. Ind —IIts Trrrr in.7hldT1 isMmra:u:Ierdfaona,6eemr'r:A:mdgxeanekilfg0rpe,i,1,adedAMeRCnelKailit kalailfard-IT11 I. Th Inmildfit Mulwiffignedflerm§icMEiyknnTag. slaeie,usldidiwwlkarcr xidlh�rt�rniNiyd t80083 ZtlgedesrdWal.Ho"ilk palarnlg+MimifmkilP.gfrcpral SceyMasrtianil(SQrel6:krN IN udWA—darrA1bfFsdpilaxr. Mll�urt4rerinsuliier niQfierdl�lasse:sipsTarseergrEreanllnrr0aefe3anahrs :oh.ht Maigeraaargrerd.p. vdzg h 01.11.1 hri. Id rnsrerda pr4eaacarorl,ulgadpaaura srsxaudsra rf*ryp.114 Allaledodtmm nderdmnu. 4451 St. Lucie Blvd. Copy6gdt02016Adtaaffrasses•Arthonyi.TamSoIII,P.F. Ntprodudionalihisdorumam,inonyhrm,irprogiyidzdai3hnuitllearMenpermission from A•IAaatTrosses•Anthanyi.TaneaIII; P.E. Fort Pierce, FL 34946' 4x4 = 3x4 = Dead Load DeFl. = 1!4 in 3x6 = 5x8 = 3x8 = 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. WEBS 1 Row at midpt 7-9, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1166/0-3-8 (min. 0-1-8) 2 = 1100/0-8-0 (min. 0-1-8) Max Horz 2 = 456(LC 8) Max Uplift 9 = -572(LC 8) 2 = -518(LC 8) Max Grav 9 = 1166(LC 1) 2 = 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2191 /1673, 3-4=-1 651/1113, 4-5=-1578/1128, 5-6=-414/213, 6-7=-314/280, 7-9=-1190/1155 BOTCHORD 2-16=-2128/2018, 11-16=-2128/2018, 11-17=-125111222,10-17=-1251/1222 WEBS 3-11=-591/815, 5-11=-307/641, 5-10=-1100/1171, 6-1 0=-1 81 /279, 7-10=-892/990 20-0-8 C51. DEFL. in (loc) I/defi L/d TC 0.64 Vert(LL) -0.4111-15 >664 360 BC 0.83 Vert(TL) -0.70 11-15 >384 240 WB 0.89 Horz(TL) 0.06 9 n/a n/a Matrix-MSH NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 lb uplift at joint 9 and 518 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES MT20 MT20HS Weight: 134 lb GRIP 244/190 187/143 FT=0% tfinny-nen, @rngklJrz*:n ne'id iOSF 11eSS6(Srlin'.i[f31t 1.74f 6 r8km1lA4 ('riIOY'tN7')irIMB:[CSnFlydrn lnrtr hilpp :dnr u/ rcsl us¢nR:s rnuGripOnrhrpO4;m1@e ldiarL rulr ©, r:. k!mn skreae, eu. edru osn.w mereo ne rco,nlr ILT¢tmmWrJWaskll k,se(1.10rUI-Lt!„4us r:avF,Jn¢e[i<,'•ianM GDu":@s,ednmTie; rgneals®ec,��ed@errde:¢imdnsn:,rngryqun@ryWr@a les�pdce mrnTre�crer��n@e moury,edninl. Tatevpmnatces,W:tnrudnius.mmam Anthony T. Tomtw III, P.E. rze ­1 to,Tue,Wiry kiligl'o,ntJnr@:IRr doe 0„aft0—rru@n@d qdu Na W@faq DmValhle ud,d dn, I[''&,1K flit hadvIigw?W111l.ReeJJn,d Oil, le6u1 nJfieNmdtlernn, ud,by FnB@i, rbgpnddnne Wknil,id! 11 &I'siri'motd 280083 N,B,A@q Oesigsrad6rtu1,r.1@rdu M,d@@,1oD,d;4[nGmnl�+�ielnetAne lo7kq 0epenl Sa4l,Id,raetim;IlS�rdG�krlJfrlalSrG nudn,ve/lur�sd piWx,. TPFI i,fi,u@e nqn 4lflnni6aeed@arurasy,a,iecss k.ipr [yuerNlnts Vu,h3ner, ntrss'. 4451 St. Lucie Blvd. ,nenlnkt dnr:a,nm,p,edgaanrc it dl r,;lm lodri. Tk rn;swxn ura,n r, iormk;mq oesi e,,rtnsssrden d[W,a drq kna,p. sllnrr�md n,x,m,s t,nafanbt Fort Pierce, FL 34946 (opylight02016A-I Pool Trusses 4flanyT.TomhoIII, P.E. Pepiedurianofthis dommemeinany form, ispmhilhedwithers the minion perotissianfrom A -I Pool Trusses -WhonyT.TomheIII, P.E. Job Truss Type Qty Ply Std. Pac./6811 EI AXCAS6811AM FCs5 Half Hip 1 1 A0119775 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:10 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-ydW IJ9GuEX4RQOtOkBuOFCl1 e9XIoi773n6u3Yy9hmF -1.4-0 5-10-11 12-3-7 18-0 8 23-7-8 25-7 8 14-0 510-11 6-4-12 5-9-1 5-7-0 2-0-0 4x4 = 3x4 = 4.00 F12 3x6 = 3x4 = 3x4 = 3x8 = 3x6 it 9-3-6 Dead Load Defl. =1/4 in L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP' TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.30 10-12 >940 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.54 10-12 >523 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals- BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. WEBS 1 Row at midpt 7-9, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1211/1-3-8 (min. 0-1-8) 2 = 1146/0-8-0 (min. 0-1-8) Max Horz 2 = 414(LC 8) Max Uplift 9 = -605(LC 9) 2 = -553(LC 8) Max Grav 9 = 1211(LC 1) 2 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2364/1867, 3-4=-1920/1405, 4-5=-1852/1423, 5-6=-816/610, 6-7=-702/645, 7-9=-1176/1184 BOT CHORD 2-17=-2253/2182, 12-17=-2253/2182, 11-12=-1467/1460,11-18=-1467/1460, 10-18=-1467/1460 WEBS 3-12=-500/707, 5-12=-308/594, 5-10=-934/1016,7-10=-986/1075 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 9 and 553 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 6a•{ytToll PriPuN011DOnl5slriSn;T,isn»lq,r£UMrmfintkhn oG mesas Nsnsue ticelnLi46,nh wtduarmrrbpsuw*kuedfafiefallk"hi lsuCss7ssystyinnttfpgAJynenyMrdnalTEPryttkniu{wrdperrtatuleperpynryrr'a471aAehcipt(ko i7rnrh1dolcru1611n@,n<emlTHisrysAnthmyT.Tombollf,P.E. ' sd,udtN!Tnc!fan.l:id 7umrrleesnda;�ik6riu48eC.nfr Mwudyednmeky7arig�x,4h!r&ertd�7(,3wMaaWd ldtiyad sdlttl. Ikytnrd�3nrlroutegtnYaudte':tnLs+iiy4:eliy.Cxye,i!nOcnnad4r!fhCle5ernpu!iti3td .t3 80083 8era:tis4adil mlrnnsnr-lg�t;sdut!l?' '5mNal1 15,O'nuiMr IsKulItW&IOOcipt,"o,nitS(petiisfaii}rTindfl:l mrdern[d6ilranirdlme 1P413{aes#e nqu:utPsi!sul;k�ulit�TnuMsi;rt,trsn QtcQGistgatt�wkmnGns,ntex o?neini4fnd4iu(sx4xis;<Mygberttiyl!eCraanntte( ifrl!ryr 0estpytltexhXTseh€iusxsyss<ar,�ns:ssnntssnrud�trtrnt, tr!�r�mtme!mnts;,esuma. 44515t. Lucie Blvd. loprygbi02016A-1&oolhosses-Amhocyl.Tomb III, RE Peprodocionofthis dosnmentiacoy lam,isprobibited.ebou[he rrirenpermissioohomA-lpodhasscs-Anlhocyl.Tombolli,P,L 'Fort Pierce, FL 34946 t Job Truss XCAS6811AM C16 Al Roof Trusses, Fort Pierce, FL EI A Half Hip 11 1 1 cc rnm Run: 8.020 s Auo 312016 Print: 8.020 s At Inc. 1-0- 3-2-0 5-9-5 9-6-8 14-0-8 16-0-8 19-8 4 23-7-8 25-7 8 1-4-0 3-2-0 2-7-5 3-9-3 4-6-0 2-0-0 3-7-12 3-114 2-0-0 A0119776 M 4.00 12 1.5x4 11 46 = 30 = 1.50 11 Dead Load Dell. = 5/8 in I A o 10 11 is io oxv — .. -- 5x6 = 3x4 = 2x4 11 1.5x4 11 3x8 = 5x6 = 5x6 = 6x8 = 0 Io LOADING(psf) 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.73 DEFL. Vert(LL) in (loc) 0.55 16-17 I/deft >510 Ud 360 PLATES GRIP MT20 2441190 TCLL TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.92 16-17 >307 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.25 12 n/a n/a Weight: 152 lb FT = 0% BCDL 10.0 Code FBC20141rP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1:2x4SPM31 BOT CHORD 2x4 SP No.2 `Except` 133,134: 2x4 SP No.3, B2: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1211/0-3-8 (min. 0-1-8) 2 = 1146/0-8-0 (min. 0-1-8) Max Horz 2 = 373(LC 8) Max Uplift 12 =-620(LC 9) 2 =-564(LC 8) Max Grav 12 = 1211(LC 1) 2 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1786/1362,3-4=-3246/2801, 4-5=-2478/2026, 5-6=-2454/2038, 6-7=-1499/1238, 7-8=-1456/1332, 8-9=-954/862, 10-12=-302/372 BOT CHORD 2-24=-1703/1644, 19-24=-170311644, 19-25=-450/410, 18-25=-450/410, 17-18=-94/277,3-26=-1261/1352, 17-26=-126111352, 17-27=-3122/3114, 16-27=-3122/3114,16-28=-2198/2296, 15-28=-2198/2296, 7-15=-254/358, 13-30=-547/580, 12-30=-547/580 WEBS 6-16=-424/615, 6-15=-1065/1033, WEBS 6-16=-424/615, 6-15=-1065/1033, 13-15=-698/844, 8-15=-1122/1073, 8-13=-708/813, 9-13=-601/700, 9-12=-1024/979,3-19=-875/953, 4-16=-865/977, 17-19=-1688/1637 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 12 and 564 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wanE-E(eunuuyEtnnvWAtiDDEmussstl(rs[laurnusa(alomuas;uaaaEeri}u¢eaaue:uzrkar�ryw,.aart:oendw,:gee:rn„e<,>nn.:rpo;gymE:n�r.naum:r.E.I&': skr.E,(nere.c:i::,xn.neM:Emmru.::l( Etlf:euew�rtlens sfdlkesee(s; 9xr0Cnkrdl. Iseirns 0mg hg YQ.e.,!te:nDs [etta:sxn: sx;naji6; rqnfurs®eu ednrFe�ccs�eneymrogmy�m.Earymne Eayeacx:bye tm:Egie:dnn:reoedt,nln mt Anthony T. Tornbo llI, P.E. ue nednrsinniar nrklisne nspnn:iatdhe 0.nr,nx0.eets oaksrifdegedwn:4ilfeg Dnga,nne udeddneltC@e lxultufoulSiiliycoHeeiR(i. ik ettmddUe lDDaestfi:ls.udnernsf,sodeEntkuTmtl dnete,an:f liweti hny sSdihdz n�snrsgiryd 4480083 ' nr E,arwt D:,ifiw c6eeran. Itledes rd rd ie n:iDC nette ErcGmnerr m deNi Sei (ecp enl Sdh dnwro OsPr ig /ItmnE SSuws rdnn:dArrssd{iin e. lE4Ei�nsneusinx l nneknesdn:luss0. pe,Tnssg ge s7ien edlnfs Nn htl eyn(us. 4451 St. Lucie Blvd. rtlerwssaf,:dka(aed�rywdetntwitkra It Of put. unhed.In, I —Dual 6ptwn is VIA, la niggaifou,ulnu<tnex EgWn dullellnq.IDlaEudteshax:mnddinlciEFL Fort Pierce, FL 34946 (opyright02016 Ad Realirusses- Aethoeyy. Iambs Ill, P.F. Reproduction of this document, inoryform,is prohibited whhoofthe wrfien permission from A-1 loof6usset-Arthooy l.fomho 111, P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C17 Half Hip 1 1 A0119777 Job Reference (optional) ..: nuut i ruSses, run rmrue, rL 34946, uestgn@a iiruss.com Run: 8.020 s Aug 31 2(116 Nnnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:12 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WPPzmH46-uOe3krH8m8K9fhOPrcwUKdgH_zBHGekQX5b78Qy9hmD 1-4-0. 3-2-0 5-9-5 9-6-8 14-n-8 10-1-1u 91-7-2 097. _ 4.00 12 4x4 = 7 3x8 = 8 1.5x4 II 9 3x4 —_ 2x4 11 3x3 11 4x4 = 5x6 = 5x6 = 5x6 = 6x8 = 1-5-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3,B4: 2x4 SP No.3, 132: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-2-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during'truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1211/0-3-8 (min. 0-1-8) 2 = 1146/0-8-0 (min. 0-1-8) Max Horz 2 = 332(LC 8) Max Uplift 11 =-633(LC 9) 2 =-573(LC 8) Max Grav 11 = 1211(LC 1) 2 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1801/1402, 3-4=-3237/2802, 4-5=-2481 /2046, 5-6=-2460/2058, 6-7=-1498/1258, 7-8=-1373/1253, 9-11=-295/365 BOT CHORD 2-23=-1682/1648, 18-23=-1682/1648, 18-24=-464/432, 17-24=464/432, 16-17=-100/284, 3-25=-1212/1311, 16-25=-1212/1311, 16-26=-3054/3102, 15-26=-3054/3102, 15-27=-2152/2300, 14-27=-2152/2300, 12-29=-651/747, 11-29=-651/747 WEBS 4-15=-848/954, 6-15=-418/617, 14-0-8 CSI. DEFL. in (loc) I/defl Ud TIC 1.00 Vert(LL) 0.5715-16 >498 360 BC 0.85 Vert(TL) -0.9515-16 >295 240 WB 0.89 Harz(TL) 0.25 11 n/a n/a Matrix-MSH WEBS 4-15=-848/954,6-15=-418/617, 6-14=-1071/1035, 12-14=-519/572, 8-14=-788/809, 8-11 =-1 159/1012, 3-18=-904/962, 16-1 8=-1 652/1625 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 633 lb uplift at joint 11 and 573 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. =11/16 in 0 to PLATES GRIP MT20 244/190 Weight: 147 lb FT = 0% v.,fspfl�rA—Piy-4.N'AlrnmrrmSESIWIl,saantwsse�zomuntusmap^rm�r}uawstawtutrhm.r±F460Ppa: ft:nimlR%:ntisrnrse�:iyro�r.y;ta:;�Gnre±�artr.hI:r�.ulg lws to. -I&I", g.a±rrktmn±no,±df fLTtit 4rplehs s§likuetkrdt TD04kndd. Asnlras Deuphlit—' dpa Mfssls±>..+�tl±sM:ozpf[,rgmuhmrr,Tp4axsdurpde:siude:sirm�r±sp±:ihiA.q!ra lesl�dee±hyk Un; rryc7��IkIGPulr,etnitN. lkhsit±—Wt.,lefuimfGir:s, uit b:�ry Anthony T. TOfllbo III, P.E. ntandCnsir±sqr.1"I&qisth:up±nild±pd&a—,NG.W"A.hdgW.6±Ialfe,) I±s:ga,6druned din OG@± IH air.i.1 sliigNratiFIT eputddtl, TDO.4 f r.Nnr±lit, T"k uddiy 6ntta 'Imp,1.1,11 iwnl Ir." Adl 1, Mx±±�asi±ilr7a g 8omb ' wwrfglimprst±aamn.Unitss9edubeloosduInd"ilidimdfsleuigfimmsash9twd.n;nsppsw9frylnntstur±idatr±Iiwpvdpit-141LOW$±spns4ltinrethatsdRLnfsG±gr,Tressksip6!neredlnssVsfidnu,edm g451SCLuei3Blvd. nnr.ss±«raafwrtxnrsgrrdgs..�mcgdspvmninsttd.083 It, 1.30 iishf..1srlmc,;mngompu,twos.ft1,1WNdurnul�.Urpndrsdsea;mrsdassdnm-l. Fort1Pierce, t.FL Blvd. (apydsht0t616A-IAoalTmssas-Arlhonyl.TonhaIII, P.1. Reprodutlnrofthisdolumeal,inoayform,isprohibiledwilhoulThewrfienpermission(Tom A-lWoolLasses-AmhooyLlonbaIll, P.E.34946 Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119778 XCAS6811AM C18 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:12 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-uOe3krH8m8K9fhOPrcwUKdgl6zAKGd3QX5b?8Qy9hmD 7JI_1 12_2-0 1 1e_n_a. 1R 3_2 22-5-12 28-6-7 35-3-4 *-18 r1-4-0 3-2-05-1-15 1-10-8 4-2-10 4-2-10 6-0-11 6-8-13 1014 4.00 12 1.5x4 II 4 3x6 = 1.5x4 II 3 W1 en 1 2 �[ 3 0 30 229 31 32 22 7x10 MT20HSII 3x6 = 3x4 = 5x6 = 2x4 11 s 6 20 6x8 = 2x4 11 3x4 = 7 19 4x8 = 3x8 = 3x6 = 8 0 18 17 3x6 = 3x6 II 1.5x4 II 16 3x8 = Dead Load Defl. = 3/8 in 4x6 = 5x6=11 12 36-" 3 2-0 7-0-1 19 22 14-0-8 111 22-5-12 28-6-7 35-3-4 _ 36-1 a 3-2-0 3-10-0 5-1-15 1-10-8 4-2-10 4-2-10 6-0-11 6-8-13 0-1014 0-0-8 Plate Offsets (X Y)— 13:0-5-2 0-1-8] [11:0-3-0 0-2-121[21:0-2-4 0-2-81 [23•Edge 0-3-8] [23:0-0-00-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.37 22-23 >738 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.54 22-23 >499 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.12 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 214 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* W12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 1 Row at midpt 8-16, 5-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 775/0-8-0 (min. 0-1-8) 13 = 81/1-0-0 (min. 0-1-8) 18 = 2504/0-3-8 (min. 0-2-15) Max Horz 2 = 264(LC 9) Max Uplift 2 = -408(LC 8) 13 = -66(LC 9) 18 = -1204(LC 8) Max Grav 2 = 775(LC 1) 13 = 246(LC 38) 18 = 2504(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 183/898,3-4=A688/1349, 4-5=-1725/1567, 5-6=-278/213, 6-7=-277/225, 7-8=-689/688, 8-9=-537/522, 9-10=-537/522, 10-11=-537/522 BOTCHORD 2-29=-1 194/1108, 29-30=-1 194/1108, 24-30=-1194/1108, 23-24=-271/358, 3-31=-101611054,23-31=-1016/1054, BOT CHORD 2-29=-1194/1108,29-30=-1194/1108, 24-30=-1194/1108, 23-24=-271/358, 3-31 =-I 016/1054, 23-31 =-I 016/1054, 23-32=-1559/1583, 22-32=-1559/1583, 22-33=-456/455, 21-33=-456/455, 19-35=-1691/1568, 18-35=-1691/1568, 17-18=-1691/1568, 17-36=-1691/1568, 16-36=-1691/1568, 14-15=0/263 WEBS 4-22=-468/646, 5-21=-564/658, 19-21=-5891615, 7-21=-969/1033, 7-19=-952/956,8-19=-1387/1546, 8-18=-2383/2212, 8-16=-1365/1560, 10-16=-460/539, 11-16=-583/613, 5-22=-1343/1374,3-24=-6197706 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 2, 66 lb uplift at joint 13 and 1204 lb uplift at joint 18. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 11mzp.NtweSsrsv .teHr3 da AT{^FTp0i6'ieEOa yLEApLL'EtNitIUR'€1t145(E:IEA�'!7!0'7xCSM4iC:E96sIfAE'hrrs. reid{ftew;awrzh+soised dnttltis;mstrtpAaxiyHO@j pdW h4hgl.ttaSag6rEhhmaSiWlt{ut nl. {Ktu tlas�r,AshdaS T{,nl; Ni{ekurarJxpktes slz`hme{n itt l0@w4en9. ksri ssga:';,Egaites s..k'pvlsifJi�isrul,9e rwiuerylQQ r�rest2:wzst;lemdt4xdnsxadtapare h{,rpws:+S!{fa 6r![d{edke suklsLns isp�dedmllriigw({,wlss Jrl l.'titdn{nsssmptges,lutq rafts s, sz7tliEp Anthony T. Tornbo Ill, P.E. wd wr fft k*i.1 opu,irrxesNmrd :K NKai hetxd Wa lah WIN 1. 80083 ' 3eEddtlga psnlrwrtet.seas:rwh@rrowtfrpxa.—ApnlsinsllkMgt"rx ids ixaTrrWoeslemp' alff—dAnestogMa '15'f— W mesa mtanmeo' 44515t Ludealvd. a#nriuk5sedht(r rla;eelgscU+�:tisiErar{eCies 3td!r!'2eLnsDedpF wsi A5 ith4iq lsiysx,ceG ssSptnah rrd�drrW;.A#mAzmlin¢smwes'aedi�l{N. Fort P'erce, FL 34946 • Lopyrigb{Q2016A-I leaf l{ants-Anthatyl.lnmheIII, KE teptodusMann{thisdowatintoy tatm,ispmhib6d.ohod[he xtirnpetminionhomA-tiaailrnna.Amhenrl.lombo11LIL Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C19 Half Hip 1 1 A0119779 Job Reference (optional) .,1 iAuui i tumea, run rit]ii , rL w946, oe5igfi@a nruss.Com Run: 6.u2u s Aug 31 2U1b Print: a.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:13 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-NCBRyBlmWSSOHrbbPKRjtgNUrMXt?76ZIIKZgty9hmC 1-4 3-2-0 6-3-3 10-2-0 14-0-8 18-5-3 22-5-12 28-11-0 35-3-4 -1 8 1-0-0 3-2-0 3-1-2 3-10-13 3-10-8 4-4-11 4-0-10 6-5-10 6J-14 -101 4.00 F12 4x6�ad Load Defl. = 5/16 in 6x6 % 2x4 11 3x4 = 3x4 = 3x8 MT20HS= 3x8 = 3x6 11 - 5 6 7 a 1n 31 2&) V- 1.5x4 11 V 3x4 = VV 20 36 19 37 18 17 38 16 39 15 2x4 3x6 = 3x6 = 6x8 = 4x8 = 3x6 — 1.5x4 11 46 == 2x4 II 1004 MT20HS= 5x6 = 3x6 = 36-6-0 3-2-0 6-3-3 10-2-0 141 18-5-3 22-5-12 28-11-6 35-3A 1 3-2-0 3-1-2 3-10-13 3-10-8 4-0-11 4-0-10 VU5 6-3-14 10-4 0-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.28 23-24 >951 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.44 23-24 >609 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 207 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' W13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 1 Row at midpt 10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 816/0-8-0 (min. 0-1-8) 13 = 147/1-0-0 (min. 0-1-8) 18 = 2397/0-3-8 (min. 0-2-13) Max Horz 2 = 215(LC 9) Max Uplift 2 = -432(LC 8) 13 = -87(LC 9) 18 = -1147(LC 8) Max Grav 2 = 816(LC 1) 13 = 282(LC 40) 18 = 2397(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1254/960, 3-4=-1996/1641, 4-5=-989/818, 5-6=-462/418, 6-7=-456/415, 7-8=-606/605, 8-9=-1617/1742,9-10=-1617/1742 BOT CHORD 2-30=-1203/1138, 30-31=-1203/1138, 25-31=-1203/1138, 24-25=-282/382, 3-32=-1297/1345, 24-32=-1297/1345, 24-33=-1823/1869, 23-33=-1823/1869, BOT CHORD 2-30=-1203/1138,30-31=-1203/1138, 25-31 =-1 203/1138, 24-25=-282/382, 3-32=-1297/1345, 24-32=-1297/1345, 24-33=-1823/1869,23-33=-1823/1869, 23-34=-1823/1869,22-34=-1823/1869, 22-35=-833/908, 21-35=-833/908, 6-21=-319/369,19-37=-1742/1556, 18-37=-1742/1556; 17-18=-315/320, 17-38=-315/320, 16-38=-315/320, 16-39=-315/320, 15-39=-315/320, 11-14=-344/404 WEBS 423=-208/458, 4-22=-1056/1082, 5-22=-295/475, 5-21=-591/573, 19-21=-539/504, 7-21 =-1 074/1184, 7-19=-917/897,8-19=-1368/1583, 8-18=-1464/1378, 10-18=-1666/1417, 10-16=0/329, 10-15=-451/428, 3-25=-657/734 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2, 87 lb uplift at joint 13 and 1 147Ib uplift at joint 18. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ....... ........ Altatp•utrst;^.0 pNp,nit�at•klao-o-ataoswtstuu*&ufuaatglimett�stflrerlfalrrrlanso- 'nsung�n5arndples tpnJvaitttaftedtt25a65lttno-:5ii,at��yao- wi,iaJnttat.ltt omrt.�tnnnsrtdWnW.ro fu&,gutMdu;u:aa,nh Vj':elnnrmptstss NrudankelDtpstttua.tatrttsgr.Batte tea¢.tshctaapnitm}vvttdntrytpartxnxatnxna+a>:,>?atrde5;ndzr�nt�.pn:q:,hcysantias�pdrntii�t7tas,iepetswntODnlr,t t,mi.-ina5;8tst�epEa+S,i> tpcnsrtns,t»rtur+ Anthony T.TomboI11,P.E �ntd�sannMmSaapnaerrpucW.d.xiD±Or<ett,p50.uF5MPmirdysuutSear Cai3mpx:,urrt rnx'ritN#t6:aia!Wdin'dy u7tsSi8l.Ikeptn5d d5Selettui up VtN �e d.n �myx�'xfupikdpg,5p5epga,uG tta&kuap 506it 5usuuttip7pd 380083 1 er�mpeH pSCAttnn3.=gJCti 5dMg6117gapbpJrn®ipdfigltSi teiaJ�(inpd15111G dxrtu 8 pSudap aftaialN,d9n ldtnptt ntp plf t�,� 0i5 {tnpW.R hS Ra a(MSlf liR55 g[A}#t, i tk jatpY it H(tin3yR tdpn HEi 44515t. Lurie Blvd, tv:ttJtnao-ttisptr.rm�itt�tt hRt3D]a51CptMNASii!t(llt:ISiatSfi2 aljill4 i5 A71 �J Gatitp:i5lprg,tF [ttS3:jYliO ttp�ttnd@)� 31y, Z.5$r�sli#IN innpfnp 47flt. topyrightd:3allAA-Ifootliestts-Anthecyl.ltmtoill,P.L feprodonionoithilMOM. inany Film, hprobi20td.iiboo[he wrinenperm¢sionatoinA-)looilsossts.Amhenyl.laxhoIli: P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119780 XCAS6811AM C20 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:14 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-rOlp9XJOHlaty?Anzl yyP2wfamtRkYUi_P46CJy9hmB 1 4 G 3-2 -0 5 2 fi 8-2-0 14 4-7 17-11-34 22-5-12 28-10-8 35-3-4 36-1 8 11-4� 3-2-0 2-0-6 2-11-10 6-2-7 4-6-9 6-4-12 6-0-12 0 10-4 4.00 12 5x8 = 3x4 II 3x4 = 4x4 = 3x6 = 3x8 = a 7 a 10 Dead Load Defl. = 114 in 4x6 = 3x6 11 W141 12 1° ;N 0 � O N 41 I N i 31-- 32 1.514 11 3x4 = "' 37 "" 38 17 39 - 4u 2x4 11 6x8 = 4x8 = 3x6 — 1.5x4 11 4x6 = 3x6 = 2x4 I I 3x8 = 5x6 = 5x6 = 5x6 = 36-6-0 15-0 32-0 5-2-6 8-2-0 140-8 17-114 22-5-12 28-10b 35-3-4 36-1.8, �5-4 14 12 2-0-fi 2-11-10 5-10-8 3-10.12 46-9 6-0-12 6-012 010-H 0-4-8 Plate Offsets (X Y) [3,.0 5 12 0-1-8] [5:0-5-8 0-2-8] [18'0-3-0 0-3-0] [21:0-2-8 0-2-8] [24:0-2-12 0-2-12] [26:0-3-0 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 23-24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.35 23-24 >776 240 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(TL) 0.11 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 196 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3,64: 2x4 SP No.3, 132: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W14: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-11 oc bracing. WEBS 1 Row at midpt 10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 1-0-0 except (jt=length) 2=0-8-0, 18=0-3-8. (lb) - Max Horz 2= 174(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=467(LC 8), 14=-297(LC 9), 13=-141(LC 1), 18=-1035(LC 8) Max Grav All reactions 250 lb or less at joint(s) 13 except 2=880(LC 1), 14=429(LC 1), 18=2192(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1373/1065, 3-4=-2504/2135, 4-5=-1621/1329, 5-6=-1020/877, 6-7=-953/815, 8-9=-1425/1640, 9-10=-1425/1640 BOT CHORD 2-31 =-1 250/1252, 26-31=-125011252, 26-32=-428/443, 25-32=-428/443, 24-25=-91/295,3-33=-795/929, 24-33=-795/929, 24-34=-2225/2364, 23-34=-2225/2364, 23-35=-2225/2364, 22-35=-2225/2364,22-36=-1356/1534, BOT CHORD 2-31 =-1 250/1252, 26-31=-1250/1252. LOAD CASE(S) 26-32=-428/443, 25-32=-428/443, Standard 24-25=-91/295, 3-33=-795/929, 24-33=-795/929,24-34=-2225/2364, 23-34=-2225/2364,23-35=-2225/2364, 22-35=-2225/2364,22-36=-1356/1534, 21-36=-1356/1534, 6-21=-390/453, 19-38=-1640/1393, 18-38=-1640/1393, 11-14=-380/439 WEBS 4-23=-287/468, 4-22=-924/955, 5-22=-251/487, 5-21=-599/517, 7-21=-1093/1261,7-19=-879/832, 8-19=-1470/1766, 8-18=-1398/1296, 10-18=-1599/1293, 10-16=0/332, 3-26=-746/764, 24-26=-1152/1132 NOTES- 1)Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf,, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift at joint 2, 297 lb uplift at joint 14, 141 lb uplift at joint 13 and 1035 lb uplift at joint 18. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. ditrY.3 lttltl;'R 'J!11+1tYdt'1•ti AnDSiFi�$6tFi; rtAD6ti4[4:t FD ij3a9$Inl(R,}"L1!a'ix'.Sr�.ttDfM3�7'h@, id�J/IC(t1A121Y!tfldlMdt}P}q�'A'ryFittl D2}Ilt:'m#GttlDFi ml.d1i/1SIt[t.ilWM Di.r.F. itftltl[fStrtitdtR Rk Will rYmwlst t4`tWl rw'"i( SilEtlwrmi ttras tsf 6e xsatu Cu lD[a;v td�i k}tintsfitgtFt[sea{i.e.,f#at i7 iq�na;.!lt tritt ert7D4rsgnsessasup4xrzpsrt6utultgizrt+by rrpntt3itetta Aeetsyta'.h(sigltlros up:�ttmet tiDah: t+itl 1. iltCfs�7ens ytim:, prcNnsts cxaYia! Anthony T. Tombo 111, P.E. mdae ttGttGstsiartrrixllalntsttsttstiltinrdt6t0mt,ds D.d(tsdamdeit;etlatStGitutits ',4Viet atdd!'N, B;td ntlruJle,X�a;:sf: ma'iPFI ruNtrl+tlddtl:Data:(trztiev rtdt.it;6sriinp4>dd5isysbigt,a4tdram�di+d�g }4tLlehttespu.�li;3e4 .i 80083 ' ,m:mj. al�tttnt2.ea:,t}ntn�dtrD�edNrxt}sex tt d,e� a2 ss�rs mltx6e �d4st�uua++t ..4WI—Ird®2.4451 St. Lude Blvd, s:kfs#INdtia!!i(#G➢+`s:4ugNdRftbxJuesltilbtmut};sttt!rL lki ni DrujtFryrolYa Dt�l#l4Ylh{153¢3.K,KF.'tSs:SfhiIFEfRttitl6!.M:M1tj.Fort Pierce, FL 34946 [epytighl ti3 iDld A-1 &nollrasses-AntEeay l.lumbntL', P.E, ieprndutfloo dlhis dammem, in any rercJs prabNa d.11mdthemlllen permifsionhem A-1 Wool hunts. Ambesyl.lamba 1101 Job Truss Truss Type my Ply Std. Pac./6811 El A A0119781 XCAS6811AM C21G HALF HIP GIRDER 1 2 Job Reference (optional)' Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:18 2016 Page 1 I D:cS2yUA-sdrwV4V5ztDl WWpPzmH46-jA?K?vMvL_5JNcUYCt1 uau4J?N6D-41rg8N7lvl2JM4y9hm7 i-14 32-0 42-01 14-M 18-312 22512 3 35-5-12 3 3 44_18-1-1&-4 49 21 Dead Load Defl. = 5116 in 4.00 F12 5x8 = 1.5x4 11 5 4x6 = 6 4x8 — 7 3x6 — 2x4 11 4x = g 91 1. x4 11 x6 = 12 i 1.5x4 11 1 Ve !NT 3'"J 10 M o -, Z II o .46 47 23 48 49 50 22 51 52 53 W O 442625 45 1.5x4 II 10x10 = 3x8 — 20 54 55 56 19 57 5859 18 17 60 61 61fi 63 15 64 6574 13 3x6 _ 2x4 11 4x4 = 3x6 = 1.5x4 11 3x8 =' 2x4 i i 8x12 � 10x10 = 5x12 = 1-8-14 1-5-0 3.2-0 48-0 6-2-0 10-1-4 14-0-8 18-3-2 22-5-12 22r7-8 26-10-5 311 1-3 35-5-12 $6-6-Q 1-5� 1-5-2 1-6-03-11-4 3-11-0 4-2-10 4-2-10 0- 12 4-2-13 42-13 4�-9 1-0d 0-3-10 Plate Offsets (X Y)— [3:0-5-8 0-2-8] [4:0-5-8,0-2-8], [7:0-2-8,0-2-0], [12:0-2-8,0-2-12], r18:0-6-0,0-3-0], [21:0-5-12,0-5-0], [24:Edge,0-2-8], [24:0-1-12,0-0-0], [26:0-1-11,0-0-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.27 23-24 >997 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.47 23-24 >579 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.16 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 381 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30, B4: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W10: 2x8 SP No.2, W14: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2 = 1441/0-8-0 (min. 0-1-8) 12 = 309/1-0-0 (min. 0-1-8) 18 = 4626/0-3-8 (min. 0-2-12) Max Horz 2 = 169(LC 4) Max Uplift 2 = -788(LC 4) 12 = -120(LC 5) 18 = -2247(LC 4) Max Grav 2 = 1441(LC 1) 12 = 309(LC 1) 18 = 4626(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2392/1147, 3-4=-4594/2372, 4-31=-4254/2188,31-32=-4254/218B, 5-32=-4254/2188,5-33=-4254/2188, 33-34=-4254/2188,6-34=-4254/2188, 6-35=-2608/1318, 35-36=-2608/1318, 7-36=-2608/1318, 7-37=-2475/4903, 8-37=-2475/4903, 8-38=-2475/4903, 9-3B=-2475/4903, 9-39=-2475/4903, 39-40=-2475/4903, 10-40=-2475/4903 BOT CHORD 2-44=-115512180, 26-44=-115512180, 26-45=-1248/2331, 25-45=-1248/2331, 24-25=-604/1152, 346=-1 799/3419, 24A6=-1799/3419, 2447=-2302/4350, Continued on page 2 BOT CHORD 2-44=-1 155/2180, 26-44=-1 155/2180, 26-45=-1248/2331,25-45=-1248/2331, 24-25=-604/1152,3-46=-1799/3419, 2446=-1799/3419, 24-47=-2302/4350, 2347=-2302/4350, 2348=-2347/4446, 48-49=-2347/4446, 49-50=-2347/4446, 22-50=-2347/4446, 22-51=-1393/2778, 51-52=-1395/2783,52-53=-1394/2784, 21-53=-1396/2790; 6-21=-1073/685, 19-57=-898/496, 57-58=-898/496, 58-59=-898/496, 18-59=-898/496, 18-60=-1814/978, 17-60=-1814/978, 17-61=-1814/978, 61-62=-1814/978, 16-62=-1814/978, 16-63=-1814/978, 15-63=-1814/978 WEBS 4-23=-500/1052, 4-22=-362/345, 5-22=-438/329, 6-22=-854/1581, 19-21=-1078/559, 7-21=-1922/3715, 7-19=-7/484, 7-18=-4542/2245, 9-18=-622/471, 10-18=-3475 /1684, 10-16=0/300, 10-15=-970/1923, 11-15=-597/469, 3-26=-518/318, 3-25=-1605/859 NOTES- 1) 27ply truss to be connected together with 12d (0. 131 "x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x8 - 2 rows staggered at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 4) Provide adequate drainage to prevent water 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving Load; #1001 1 Oth Moving Load; #1101 11th Moving Load; #1201 12th Moving Load; #1301 13th Moving Load; #1401 14th Moving Load; #1501 15th Moving Load; #1601 16th Moving Load; #1701 17th Moving Load; #1801 18th Moving Load; #1901 19th Moving Load; #2001 20th Moving Load; #2101 21st Moving Load; #2201 22nd Moving Load; #2301 23rd Moving Load; #2401 24th Moving Load; #2501 25th Moving Load; #2601 26th Moving Load. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint 2, 120 lb uplift at joint 12 and 2247 lb uplift at joint 18. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. .. iEczy•8em:.<isnj3l tttita@t'411gdfitUSfS(ifLL4PkC76Dttf2NSit0lwEik�tS(QIE4j'i7!U'iA:00�'.!DCA:M1"htm. hFti MiglmaeHtsc+dtetladasmkti iFetLWie'vriadt(IQEjw38s&tSat;7.;ereaNGl:.hfaru+Stedkfire ne. Ust�`.i�sa Azt1a2t 7Q6,ale gfiR7iRM:EXj!5et iaY„knNfw Tit l6bNai rtkiA tlett gdiQafyi Kf{-es17t Qr 6ea��e StnireR(7QQ ttptSK?; to Rte)iPtedltl�dtl`rNalt�Wi at it:(ifl:i!Qyfu!iettstgedht SR)i37Ftti t:rlatd ae!413QR.I7,R(ft)1(7, illdisip me pkm:,b#y «Rfi'stx;s hlral Anthony T. Tombo 111, P.E. sdnedlNsrnnMxTS Jiuguerrrtttceun,:Us3xu,hrC.xfstc52audegWahelzt r)rf�x,UhrFxitx`tle:tf;at8;aitishid idlieg.tt. sd7Nl. tuytrudd he77Aai u)tzlCaud3a iixsYlgl+aksniy4ilek�caadkuat f4cV6LkFe>gi£,:lyd 380083 ' mkt+lQegaruatsenu4a.sgtrecsneTmnroaerurRresatra ttsd Q raerassdn mmlaSxT)iuqufntnnm,be�arut=ti,taamaarues3,ngon�lQttvrtatser<t�tQts�nanar[�c r,�ead;�su twnxwest 4451St.iudeBlvd. Fart Pierce, FL 3494b aaaieiudsraei,dw5ad2yeHgrtbety�NaQraStsxnl!d FEeFtss gesipfi}hess kit dt 4rvAtr sips,r. TnssSiYeaFii&tetdax; t+€fiei &ayiledtlk<csmtaa;eelsrffl, � tapYrigh02016 A-1 Aaa11rnrses-Aniheeyl.lomho III, pA leptadadiond this doromeeL in aaybmis pmhibited�A w the writreapetmisvanlmmkl 9eailrasts-An)ha€yl. lamho III' E Job Truss Truss Type Qly Ply Std. Pac./6811 El A A0119781 XCAS6811AM C21G HALF HIP GIRDER 1 2 Job Reference (optional) Al Koot I russes, tort Tierce, M ava4a, oestgnLa nrubs.wrn nuu. 0-u o NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 28 lb up at 6-2-0, 99 lb down and 129 lb up at 7-0-12, 99 lb down and 129 lb up at 9-0-12, 99 lb down and 129 lb up at 11-0-12, 99 lb down and 129 lb up at 13-0-12, 119 lb down and 167 lb up at 15-0-12, 119 lb down and 167 lb up at 17-0-12, 119 lb down and 167 lb up at 19-0-12, 119 lb down and 167 lb up at 21-0-12, 119 lb down and 167 lb up at 23-0-12, 119 lb down and 167 lb up at 25-0-12, 119 lb down and 167 lb up at 27-0-12, 119 lb down and 167 lb up at 29-0-12, 119 lb down and 167 lb up at 31-0-12, and 119 lb down and 167 lb up at 33-0-12, and 128 lb down and 170 lb up at 34-8-12 on top chord, and 386 lb down and 255 lb up at 6-2-0, 106 lb down and 54 lb up at 7-0-12, 106 lb down and 54 lb up at 9-0-12, 106 lb down and 54 lb up at 11-0-12, 106 lb down and 54 lb up at 13-0-12, 74 lb down at 15-0-12, 74 lb down at 17-0-12, 74 lb down at 19-0-12, 74 lb down at 21-0-12, 74 lb down at 23-0-12, 74 lb down at 25-0-12, 74 lb down at 27-0-12, 74 lb down at 29-0-12, 74 lb down at 31-0-12, and 74 lb down at 33-0-12, and 79 lb down at 34-B-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-12=-70, 25-28=-20, 21-24=-20, 13-20=-20 Concentrated Loads (lb) Vert: 23=-386(F) 16=-55(F) 10=-119(F) 11=-119(F) 15=-55(F) 31=-90(F) 32=-90(F) 33=-90(F) 34=-90(F) 35=-119(F) 36=-119(F) 37=-119(F) 38=-119(F) 39=-119(F)40=-119(F)41=-119(F)42=-119(F) 43=-128(F) 48=-106(F) 50=A06(F) 51=-106(F) 53=-106(F) 54=-55(F) 56=-55(F) 57=-55(F) 59=-55(F) 60=-55(F)62=-55(F) 63=-55(F) 64=-55(F) 65=-58(F) lug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:18 2016 Page 2 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-jA?K?vMvL_SJNcUYCt1 uau4J?ND4gN7lv12JM4y9hm7 wuwg-Flnutlrrtel6lrnraa Ce•111a:; iNSSB!l;tEl•1, gF13ll 1:7NS!(nealalitS (eSIDN'ta13•F1lrlCEIPnYF1T•W:n W tidppm ftWrxI A-!N'inanPB-gP'`)Wa, Inlnrl.Irak N: tElrk ms skr.lefue n! We.6 w sale)n6e R0,Wf ILTiln krplettssidlkurtW;;ltiplWlnd:tlsrirrssasrseh s[t,spe:ut/Gquce:aeeseFnvF109rtFR:nu®H,ltnnduspdre,WnlnpW4:Wgrn�s:amgWrtytn�pd�:npkrm;trp�aann:IuuwentoM I.Txftlip nans,IneWlurtlun,umlrop Anthony T.TornboIII, P.E. s nt nect Yeu7nss Wr u�ryt:i�rs lc He mpniifntdtn Onn,te Ornis oaksinel nm,G dmy Un ue,m3e utleddWe04&Ian/nrW�l tliqueeulRld.tleep:mldfielDOut spfien�uttleinss,><deingksaltrp. rrwep,usWlkacanl kaas sldiie�respnsiiiliFtd' 80093 ' we BrIfmpPesigxrai6aetan. Allutes stlltluPelDC nlTa paeresnlirid®sslFllebiiiq rizlaeellSa4nl&rxrtiae;164ldfibnpm NSKF cnAnnsr W; grdpdacl. FflFe�onne nspns4ltin nlGfiecdFLlnsse:ups,Tras ksipFyb<enitrtss Vanfitlnu,Mm 44515t. Lucie Blvd. ennxmir7acelWrrera¢Iryadyntrne;lpilptinWrdr:a.lkrrozaeCp[gbntlsEurlNk;lllgenipnyrtLvs;sFtexGlbtna'ultilllq.NetilNtrllnzsutndC�ettuilN. Fort Pierce, FL 34946 (opyright994164-1 Reafhusses- 4nlhonyT.Tanha Ill, P.E. Rtpradunian of this dosamenr,in nnyhrm, is prohithed winhoutihe sninen permission Ernm 4-I Root Trusses- 4athonyT.Tombo ill, P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C22 Roof Special 1 1 A0119782 Job Reference (optional) 4x6 = 4.0n F1-2- 4 31 ZU16 MITek Industries, Inc. Mon Dec 12 14:35:18 2016 Page 1 IpPzmH46-jA?K?vMvL_5JNcUYCtluau4JKN Hzg KzIv12J M4y9h m7 17-8-12 22-3-8 Dead Load Dell. = 3/8 in 4 II 11, 4x4 = "' — 502 = 5x6 = 5-5-0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-11-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cruide. REACTIONS. (lb/size) 8 = 994/0-3-8 (min. 0-1-8) 2 = 1093/0-8-0 (min. 0-1-8) Max Horz 2 = 173(LC 8) Max Uplift 8 = -435(LC 9) 2 = -500(LC 8) Max Grav 8 = 994(LC 1) 2 = 1093(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2347/2015, 3-4=-2129/1802, 4-5=-3132/2639, 5-6=-2614/2132 BOT CHORD 2-15=-2009/2175, 10-15=-2009/2175, 10-16=-1416/1610, 9-16=-1416/1610, 9-17=-1574/1795,8-17=-1574/1795 WEBS 3-10=-316/472, 4-10=-318/581, 4-9=-1265/1649, 5-9=-1262/1173, 6-9=-632/927,6-8=-1906/1700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 13-5-8 CSI. DEFL. in (loc) I/deft Ud TC 0.94 Vert(LL) -0.30 9-10 >892 360 BC 0.70 Vert(TL) -0.67 9-10 >396 240 WB 0.91 Horz(TL) 0.07 8 n/a n/a Matrix-MSH 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 8 and 500 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 108 lb FT = 0% B Dui nMv armp¢M,i,r»e•ina;lnnca[Stun;rnau iwtrco,omcurosrox{rmaltnw�:tarurr , r„ale,inIm»n,m,Mi.n, m,m„a,q,on.�pce,�rmun.Ptl�r, m:trim,h thsare. r3,,,exa.iusn,l.,mrea„Il wbtMm,mr�enc,t,nk,sdp;3eiegut„d4.i„1msOM�e6 nps,sre;ng6ri,M,a„d T50Mtnmses"pry,d»,n�kcsiudMrtM,ryrMrxaaryfnxr,apdisemy,uscteroltdanelostudr.nmini.n:h,rpw,olens,4eturmtc»,s,uaataal Anthony T. Tombo III, P.E. asednnmstn.�r.aayisa,n,rM:aurydro�n.wo.Mr„eM„dq,mn»ewu�oM�n,aseMnend»,o:,a,aestrrunixau,tereaitna. mein,ld»,moQr�a:un.da<t;ss:»a,e�tMaq,n„r,.ss»rn�.Matrnngstainr,nyM,w�yd I It's, ifog osdpw'gI. .. ta"i., WsdIs lblocal th rrcccsorn,ier■... t"aq (sq-1 Sddrhh-hosl aDy lliliI? lr atM.al-WIs' pond pdMo. MI &-It asissibTS., "IM's d aeTms Du7n,TMss Delp h$"a sdlass 4ushdan.sdissz 60083 'aMnn'hlmNir't0.1wa4q"hnt:girdlIn. h"hd lb In, Drop hih.,is1Dlas9diiqarnp.,.TmSrs»nbiY'ndnrVDJt4AnospsoatInm,u,s,Mal Ki1N. 4451 St. Lucie Blvd. • (oppight01Q16AdfoalT,nsses•AnlhuayLTanEaill,P.F. Repradonionofthisdummeat,inony(nlm,isproh2ozd,rhhoultheninenprr"issianfrom blrooflmsse5•AmConrLTdngaIll,P.E. Fort Pierce, FL 34946 Truss Type sty Ply Std. Pac./6811 EI AA0119783 r,,CbTruss AS6811AM �C23 Roof Special 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:19 2016 Page 1 ID:cS2yUAsdrwV4V5ztD IW WpPzmH46-BMZiCENX61 DA?m31maY765dUgncuPoES8hntuXy9hm6 1 4-0 3-11 4 9-4-12 13-8-0 17.6-9 22-3-8 1-4-0 3-11-4 5-5-8 4-3 4 3-10-9 4-8-15 Dead Load Defl. = 7/16 in 46 = 4x4 = 3x4 = 6x8 = 3x6 = LOADING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except` T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-7 or- bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 7 = 1005/0-3-8 (min. 0-1-8) 2 = 1095/0-8-0 (min. 0-1-8) Max Horz 2 = 93(LC 8) Max Uplift 7 = -434(LC 9) 2 = -511(LC 8) Max Grav 7 = 1005(LC 1) 2 = 1095(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2356/2079, 3-4=-2139/1867, 4-5=-3152/2828, 5-6=-2914/2490, 6-7=-3372/3027 BOTCHORD 2-17=-1885/2184,9-17=-1885/2184, 9-18=-1296/1613,8-18=-129611613, 8-19=-2893/3266, 7-19=-2893/3266, 7-20=-1391/1675 WEBS 3-9=-315/469, 4-9=-314/589, 4-8=-1406/1652, 5-8=-696/769, 6-8=-480/611 CSI. DEFL. in (loc) I/defl L/d TC 0.96 Vert(LL) 0.32 B-9 >846 360 BC 0.72 Vert(TL) -0.74 8-9 >360 240 WB 0.84 Horz(TL) 0.07 7 n/a n/a Matrix-MSH NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 7 and 511 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 98 lb FT = 0% wohl.elnnnungxrmkY ee9-I rgg; nos�u; steal, s[eau [!rws a mwumcn tuf[ou^eora'yueran:rinurcrw. [�ercu�n �caa�.e:.e�es u ee, m,: e:�� on.�pac;®,rar�s.rT. r,a: m: rteec,�, fact. ease reo.a:4 wTsts rdmsskUhn<ers,arlocuosa:e.l,.unsUesg6rmete,siuues6�loh4.n_dthpftswnlres0eameshot tressey;a;dF:aioonlr..toTHI.I taiPmuesees.uNarnNuiss.xa,ara[ Anthony T.TomboIII, P.E. neespan.Tnss6ravweIisneu:I'W&IOdNa—,1hC-near.4dryae"n:raieaNS.7.'r,b dWdu,Irl1,Ix.o.an,hq:aemma.rm�a�molaaemd.eme:x.:ean,T.:s:>FaN��,nrry.n.ere.omu:a..el:.arsm[r:e�:gananm[a #80083 ' ma,ar�oesn. domed . enW'srewaWIN neaer„01—dIAW.idlhhagOR—IsAtl dueemnpagrao untIF,W A'ldauuewrF"Piam:e.Inl0usneeFaecamunsu.Wn, oisNiN.43 nnnsstwdarcn, Ins 4451 St. Lucie Blvd. ,finvhe teanNlp reMod,pe.Kryule nP qlJ di re9in nnlM. lUrrrs o<sld G3haa 1s F7rfit�aeiyenipu,al,au srdc bIt- dnreh Jshp. Al aiWd W-mmWind m itN. Fort Pierce, FL 34946 (opyrighl02016A-IRoafimsses-AnthoayT.Tomb 111,p.E. Reprodumianohbisdommem,inany form,isprobli hadwilhoulthewrinenpelroilsianfromA-IRnalTrunas-AmbayT.lombeIII,p.E. Job Truss Truss Type Qty Ply 1 EI A XCAS6811AM C24 Roof Special 6 1 A0119784 [,S-td.PacJ/681 ob Reference (optional) calf 4x6 = 4.00 F12 4 I D:cS2vUAsd rwV4 V5ztD l :il 2ulb Ml I ek industries, Inc. Mon Dec 12 14:35:19 2016 Page 1 1PzmH46-BMZiCENX61 DA?m3ImaY765dUgnc2PoCSBhntuXy9hm6 r-Fi-Q 9,j-R-n �ns_n • Dead Load Defl. = 7/16 in a4 11 I� a 4x4 = ^' — 6x8 = 3x6 = 5-5-0 LOADING (psf) SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except' T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1095/0-8-0 (min.0-1-8) 7 = 1132/0-8-0 (min.0-1-8) Max Horz 2 = 84(LC 16) Max Uplift 2 = -512(LC 8) 7 = -559(LC 9) Max Grav 2 = 1095(LC 1) 7 = 1132(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2356/2078, 3-4=-2139/1866, 4-5=-3152/2823, 5-6=-2914/2485, 6-7=-3375/3031 BOTCHORD 2-19=-1833/2184,10-19=-1833/2184, 10-20=-1256/1613, 9-20=-1256/1613, 9-21=-2867/3269, 7-21=-2867/3269, 7-22=-1812/2245 WEBS 3-10=-315/469, 4-10=-315/590, 4-9=-1410/1652, 5-9=-696/768, 6-9=-481 /622 CSI. DEFL. in (loc) I/defl Ud TC 0.96 Vert(LL) 0.32 9-10 >838 360 BC 0.71 Vert(TL) -0.75 9-10 >362 240. WB 0.85 Horz(TL) 0.08 7 n/a n/a Matrix-MSH NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 512 lb uplift at joint 2 and 559 lb uplift at joint 7. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 22-8-0 PLATES GRIP MT20 244/190 Weight: 103 lb FT = 0%« a—pff.«an r,:r.eealrugtTrou(s[s�o;serurtmse[aromenr�slautwthueean(�unrmakmreumfa= e�mrederaas(n«k.ipmue;dma�ar(.ledee:rt.rdm,«s ed*ewrdt«e«dH«aemmimmr FLhismt@rrltlts skllknelMdt lsOkktdi lsaLrssl:se«6set;e{s,'ieae(!s &sia adesMasrylg,«small®ecRtlxrduerrsh:deal«�nriyr«p:dlryrr:R<6dsed4snAe rsrs: eersbs«CalCgeds,at«inl. rahsgrevw«Rses, bausudCi«s,ssmliaj Anthony. Tombo III, P.E. ' extn:el hsTms breaTktliq is Re mp«itlerdhgreer,MCteelseae,ad geCnd: Wtml Oesipe,u3e udeddfie QCRe li(a11Yha1Sr,'lliq«ha/11sL Ile enmd dSe IDCdarfeNrstddeims; hMeiyk«Ta3.smep,6sid:etis«rkwysldlkhmlmntnrd Y Nek:ilurladpead 6e?adrt.0.f-drd h MToo WbPd. nlprdekudtwki4Ary(eeitsnl5de¢Id«aenmfllSQpifikl eT M.1 WAaTrd-udprpmd Plsem. 7PFl ielas9r ngns�iDin nsAtirsd RLu:O:vpe,Tuss kshe hpeennilnsrimhdnu,rdus 180083 efleirise 4taadks(smedepedgn m nm q hdl pniei InshN. ik fn;s Dedp [�r«e« is [9lfitWllllep ad,)oa; dluu5sdes G(Y>a dnrNillny. N « indaelMa:: ne es 0rfln1 ici1N- 4451 St. Lucie Blvd. Copyright02016A-1loaf basses-AolhooyLTombeIll,P.E. ReptodudinofthisdosmenteisCRY hrm,isprohibitedwhhautihesmittenpamisdootramA-llooffmssn-ArdhooyLTomb III, P.E. Fort Plerce, FL 34946 Truss Type Qty Ply Std. Pac./6811 El AA0119785 P;�C'Jusis Comer Jack 10 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. on Dec 12 14:35:20 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-fY74QaO9tbL1 dwdxJl3MfJAp7B608SgbMLXQQzy9hm5 -14-0 i 0-11-11 - 1-4-0 0-11-11 V rn o_ o 0 3x4 = 0-11-11 0-11-11 s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC • 0.07 Vert(TL) 0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 201/0-8-0 (min. 0-1-8) 4 = -18/Mechanical Max Horz 2 = 61(LC 8) Max Uplift 3 = -5(LC 13) 2 = -198(LC 8) 4 = -18(LC 1) Max Grav 3 = 14(LC 8) 2 = 201(LC 1) 4 = 35(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 198 lb uplift at joint 2 and 18 lb uplift at joint 4. LOAD CASE(S) Standard w.,fir-u�, m�.rnrn.a. n.•i t mnt nnsrs(sr�u,.n3u rvws r cuomeurossouFrar�}ueeae t>%urtrnra rrtur t„ip �arc.ue,�rwnr nca,r�r,e,rir.an.yprrrdar.n.rtr::s: m,rt. rdwn, swrras. w. eara �„rn. rsd m n. no,�ir Mai *"WImsrsok,s:rfne,TDOW a.J..%ssoary.s[u.�.mhr.NY,nerd.mrro;yRmsm.",,1mr�: nuleyoxr�r,r.aaryror.erd�amemytesey�<,netoo,ar,nmtnl.nkaynuo�cnearude.cunaem Anthony T.TomboIIt,P.E. m m„Iei,T4r.1r,i2glSh."ll6:lirydewu.n,e,o.w oarnndRm.,6:wirqo.!",ht4.,hd Ah,n4n,IK.if.lulkeniqu6u/R[i. Re epmddn.lUOdo,•fi:N.0 Ane rnn; irde,hs4xflmy eage,vsld tlnseil hnns sid;Mne r,gmndrryd : A 80083 ' md,nrwio:si wd[,aa,dm.mems,dmItMIDDlift r1kaa;,dr,ww,dmuivarnfif—thq.rondo.,.intia4451 Sit. Lucie Blvd. memuabdn,:«nm,pwaynnnrcgrrdlr nesn,d„r Ik,o so,siuup.xns0re,k,Mgonex,,uiiosssrd,ahiwud:1TV,11 g ularade,dmr.;.1emddf,dmtnl. Fort Pierce, FL 34946 (opyright 1)1016 Ad loof f ones • AmhonyL Tombo Ill, P.E. peprobl ion of tbis dammont,in enyfarm, is prohibited whhoutthe wrfion prrmissioo from A-1 loof Trusses-AmhooyLlombo III, P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM CJ3 Comer Jack 7 1 A0119786 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:20 2016 Page 1 I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-fY74QaO9tbL1 dwdxJl3MfJAp7B6U8SgbMLXQQzy9hm5 -14-0 2-11-11 , 14-0 2-11-11 2x4 = 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 ` Code FBC20141TP12007 Matrix -MP Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 79/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 4 = 30/Mechanical Max Horz 2 = 101(LC 8) Max Uplift 3 = -66(LC 12) 2 = -181(LC 8) Max Grav 3 = 79(LC 1) 2 = 246(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3 and 181 lb uplift at joint 2. LOAD CASE(S) Standard aeaynusys;snsm9011 udfcnipf—d wrote.s,eecsR,sa,Issm.�ito mamsm.rr.rus,m,el.sM�asmmu,�.ufn,mwn.Mh1"I"MD.mr tLTsiorrardnet s40kuetexLileult rd:f. LeTrnsOneu is rju,',iemlryFsque�GeeMuMTV grt;W,®ecgRvedMrrdnsiuetn5uyrhlrnrw:RithkrSt trtipdhshje Tre,; sgi�d to cetnDedr,wa ms. rah:gs nnettrn,I�is wte�en,mttta� Anthony T. Tombo lll, P.E. w esenmtvn,iw�uea,hee mpnuarydao..e,o.xr, sesadgrenn,seicg one,az: uaManem nr ltt et tit»Is�iugtd,wrra.rwemmdxMsoeat�r.u.urmmn:hmr�sner y,Mge.h,nr u,wuna,sw,ua,ngmnaa s80083 ' neur�ossi¢nwbe¢eon.muusMuRlocwsermenntpssntscuistugnelshpt�,:emwirtsgrarsn7m,wswn,dnevMrm�pnse.tnlaaesaeasr��itantanetaxu,ss pa,irmoninrgnewlnn�nnwu,nlm 4451 St. Lucie Blvd. efinvls, LfaMire rnealyndrynle vtmrq h r!I icmn hnhN. lk fnn Ieslp Geimu ii 19ifle roilOq UnlpyoTmsStmn Gi4>n d.,ry Irlllrl. !n alndnetMe; m es ddlnitinl. Copyright 0 2016 A -I Raef Blsses •Ar.6onyT.Tambe 111 P.I. Reptoduniaa of this document, in Cry farm, is probi had wh6outthe wineopemission from A-1 ReofTiosses • AnthoiyT.Iovb 111, P.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119787 XCAS6811AM CJ3A Comer Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:21 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-8igSdwOnevTuE4C7t?abB Wi?ibPCtvwkb?G,yPy9hm4 2-11-11 2-11-11 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.23 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 131/Mechanical 2 = 90/Mechanical 3 = 41/Mechanical Max Horz 1 = 60(LC 8) Max Uplift 1 = -47(LC 8) 2 = -72(LC 8) 3 = -4(LC 8) Max Grav 1 = 131(LC 1) 2 = 90(LC 1) 3 = 56(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1, 72 lb uplift at joint 2 and 4 lb uplift at joint 3. LOAD CASE(S) Standard .&80083 . .... Atrsq•flena varxsSy«rie>tfle'AI#J�r71DSS:itStti�l'y6.ADt€iEtsl:6CU�ith7UlBIAM(!J!Q'Jf:SN79`:F76a;X1'Wa. ifr�Mcp rnnfs�s�refler�a�s inn reilp ir.ni lCF;tail4e kAstrliitw0€.#EUMIN$ltflknftf5l. �:4sl tty'FtRlH lkt#pae �,Rry Mi'aFuurJur4Yessh;kn.'dh!6t!#tbNnfd#stl�ss:es¢f Erynsa s:.4llsl6Nrnpte tf�a RriPOrt}rnresn>upwadPlFfit tul spfefrtq agns tCjMMhApdhesitdiLnt!>F�tdmRtl�Dnlp ntn lllA, ixt hsge nszarOmf:lsrt «elRtn, sr7tdfxr Anthony T. Tombo lll, P.E. aodna gmfnnfutgtilyb6sattnsuimi610seu,n:Ceetes.5eiminalsede U.161W4"'Ifh+adrg.616T,4.+6iadnatuA itaiarak sdiPt4. tifytn>dd6tltO nl ag5etd adds u+sL.ubibliss7it#map,6!tfGmtadktcsl sh0ls rxaespaxs6i]!d ' 6l ratiertvsyaca!lsvpMt.lnrc seaat66a COae46+trkrusnetpdt?anaf6t �ilmgGayraalddf't6!mn&aeaifSTTp{IiAdtrrtlnlSlim ahmvellrpae10sem tM1Il+nnsdfnspt iY1C+tn1#fin t'fleL ssOtssgsyGass ��ya btflm ad inn!lmuJadau,falest 44515t. Lucie Blvd, h�aind+[udStarM.M ttlRu6xNurllfrla5nnthaL'kel>:ss0esrp6yeeBif ROl le Nviitl:�slpevTaahmn bow dayW1,q. lQWitEudincsen ts!!�rzlmlrbl. Fort Pierce, FL 34946 Copyright 0 2016 A-1 ioollisssts-Aalgonyl. iomto III, r.E lepmdudian of ibis document in say tam, is prohibited r<ishoontewrieeo famisslanitomA-1 IodTtosses-AnOoayl,lombo 01, r,L Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM CJ3B Comer Jack 2 1 A0119788 AlDie..-e C, oAOAc .1....:.._�_��_.__....__ .. ...... _. __._ Job Reference (optional) Print: =sia„&-a,!,�ss-w„� Run:8.020 s Aug aT 20i6 Print: o.uzu s Aug 31 2016 MiTek industries, Inc. Mon Dec 12 14:35:21 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46.zlgSdwOnevTuE4C7t?abB Wi?ibPCtvwkb?GyPy9hm4 2-11-11 2-11-11 2x4 = 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.01 3-0 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 131/0-8-0 (min. 0-1-8) 2 = 90/Mechanical 3 = 41/Mechanical Max Horz 1 = 60(LC 8) Max Uplift 1 = -47(LC 8) 2 = -72(LC 8) 3 = -4(LC 8) Max Grav 1 = 131(LC 1) 2 = 90(LC 1) 3 = 56(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1, 72 lb uplift at joint 2 and 4 lb uplift at joint 3. LOAD CASE(S) Standard v!nar-nmmmpira�.rxitmfnoi[s(suu;ireounrusemkuineestmmu{rmaryuxeaa;reraarmtwmtav m!:armraHaab,r�„e,it,o.�poeiwm!err.ruGm,rt.rmn,swtdr!.�aaeuvtn.i„e!i,an,ao.vrr AIteemo"Sid k,!uw;n,Txnrnatu.Tn!!ng!G s(:,teocrG,amm�arTar4a:m,m,r�!dn!td:„,darn�!nwuauire G de:md:rm:ayda� ma!:h.<mtatrwhari�a�!! rr!ma!ecwsaa,;' Anthony. ,I- afa!dra,r."f—lnlh1he �,y!,!ubrydaa..r.ao..r!am,�agae:,n!i�Tr�o:: ,Gn. addG,an!is an.G,ixuar r wma. kmmatn mnoa�e!u. da!m:!:na,r�k u3 my!.Gtd i�d ,r,idn:kn!r.,uentd Tombo III, P.E. &eM7futU!!iger!NGrv:a!r.lg!du!n,d'on:lOCnitrtEiersniplerm!!d!ieGd6xi Gen!eslSdehW!m!hm�ISQrdF.GrlrlAn7SiG n!dr.!celGrt�nd pikce.iNildwsQr rtgn,uldin ni4tlo!dl>:G:!,O:tA!e,Ta,s k!i�Gia!antinss4sfianu,N!!s = 80083 snarh:eefnced s(we� ai ,snn I nl ave!gnhet 1k Ga;tDM G iw„I, fiTM kbl asi G,tsiamsG ads Id111 Lra oinHireasm¢aaS:Nni1N. 4451 St. Lucie Blvd. • h m n •9 r t a s W pn,n rna a ,g� r Fort Pierce, FL 34946 (oppight®2016A4loofimsses•AnthonyNanba111,P.E. Repodudimufthisdomment,inany farm, isprohibhedwhheunheninenpermissionfrom AdRaafTmsses.WhonyT.Iombolll,P.E. Job Truss Truss Type Qty PIY Std. Pac./6811 El A AO119789 XCAS6811AM CJ5 Corner Jack 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:22 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-exErgGPPPDbksEnKRj5gkkF33?gecMAugfOXVry9hm3 -1-4-0 4-11-11 1-4-0 4-11-11 N 2x4 = 4-11-11 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-8 >999 360 MT20 244/190 _ TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.08 4-8 >694 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 147/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 4 = 61/Mechanical Max Harz 2 = 142(LC 8) Max Uplift 3 = -118(LC 12) 2 = -206(LC 8) Max Grav 3 = 147(LC 1) 2 = 327(LC 1) 4 = 93(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 3 and 206 Its uplift at joint 2. LOAD CASE(S) Standard vmay-nr,� m�ltstya... t�y_uo>ti nmcu(srutl;rtreu r�s et�nmcr tusrou-rm ryurc:►:tt�utrrn,a umtw�,, p�.n,r�e rKt�ll �rtmlr uriQm.m(poc;wnl rml�t rah arl. rdYn, s><ntdal.� cram �a,o-!>ettnm rro.tlit wrtha�npwttsateudasereat<ldtitlrmsanrs��Yt�htvqutnrelsdn�sn Qmmsml p�ttmpa: !ll�lY:�tr rtmgaaeteupaeso�rm:arctnvruosdr.mnmt.txes�lmnepels.uensurealrs mart) Anthony T. Tombo III, P.E. mlulshtttmu�un,t:e:m,r�maryaaa�n,mo.Mrmnmd!(xnneW7u(o::ye,d9tuneddixOCftlR(etrrlr�tDlG.ruizWRl.Nis, datlUOafopfieN.udBrns;adttoisaiepsl¢gl,ud'utiwniknyldihMnsrmfJryd: i80083 ' M1eU:IrmrOlsifertr![!rtlmt. Neetlssel lrla�s10a n1@e pnclmnl iatdixsdtleke(IlgxnlStehlhm11an1IS�rdfi!kils(r11 mdSIULrIAeerstarinYd pilIC1.IPFI tdnts8l ngnsiali5e10lhiitsdM: rinsO:fgee,ii:u k:intq retreennts umhtlnu,N<st'' 4451 it. Lucie Blvd. eMiwm tlaredlrsraamepndrsam nth. glydlpemes unlaer. the rn;s DesW Gr9ett is r9r 11l te�Irlegmfipn,rtLassSrtas Gtbsn o!nrlxltmr. dllartldvll lnac ne ss Eaflnt#itrl. Fort Pierce, FL 34946 (opyright®2616A-Ifooffroses-Anihonyp.TomhoIII, K hproduaionofthis dorameot,inany form, isprobibitedwhhouttbewrinenpermissioafrom A-IYoofTmsses-WanyLlambeIII, P.F. Job Truss Truss Type city Ply Std. Pac./6811 El A XCAS6811AM CJ5C Comer Jack 3 1 A0119790 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:22 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-cxErgGPPPDbksEnKRj5gkkF9d?fvcMAugfOXVry9hm3 -1-4-0 3-2-0 4-11-11 1-4-0 3-2-0 1-9-11 11 2x4 = 3-2-0 3-2-0 4-11-11 1-9-11 Plate Offsets (X,Y)— (6:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.04 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.04 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MR Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 112/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 5 = 96/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 4 = -77(LC 12) 2 = -206(LC 8) 5 = -40(LC 12) Max Grav 4 = 112(LC 1) 2 = 327(LC 1) 5 = 96(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/219 BOT CHORD 2-7=-341 /314 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plate(s) at joint(s) 1, 2, 7 and 3 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) atjoint(s) 6 checked for a plus or minus 4 degree rotation about its center. 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-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 4, 206 lb uplift at joint 2 and 40 lb uplift at joint 5. LOAD CASE(S) Standard lPitirt-Finn dmeTllrrerer WA tIunsusisisndinoifr311r7YSat➢k01il0eS rOSmuFrocr UMI'ansusrkn rmate,IQ aurw-Iedruae.iu sad a s. mo,.ds IhAkoroewincu luff Out 4rN Tplhhrdi. Jr. T.,0. ¢ him.te-4,,tnyben.°. At red anrm7rQrtrms.'rus"l dneS :dsedrq'o,rietin aut.o-mersy dk mpi Tres lyala or fir TODWt�em MI. IU,sr.nao�; Went r,d'1„ssrms.qAnthony: AhT. Tombo III, P.E. resr,ramrrnsk.qtivtlrkinprrauryda0—,bii—Aldhdq,sr,nrr,7iqon.V,:,ak„erddsiucmixmvbadWi1q.6.nnlmrgti.,dda,Tuooi�r.a.urldrmn:edra��e�,a.yr.o,rrnro.rd �ysid:ukrr,rmrdmd gg51St.0083Luci80083 arlvd.tdreaosr>armibdran.IOesrsdrdn4100n10xtmGmrdyritrd§pWgGspeniSakryldserkn{I(St1f:411rT.iofNAsridamdkrssdplmr.7Hlidmr9rertus3T5fneRtirrdrLsnmpe,Tmror:mEyrerdlnrs�mxdrerynW rdu ivdMdke (Deed rpcdrymn nGr� h di rytin Irnhd. lh fun Deco bi-t Is 10111r kI.utOrsipu,olins Slow fgYre drry Wileur. lO,yndadtna: ur n ddinikle4l. (opyridbt02016A-I AoolTmsses-AmbooyT.TombeIII, I.E. iepieduniaooitbisdocument, inanyform,isprohibited Whoutthe.rMenpermissiontromA-1 tootimsses- Anthony LTomhoIII, p.E FortPierce, FL 34946 6 Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM CJ5D Comer Jack 1 1 A0119791 Job Reference (optional) Al Root I cusses, tort Pierce, tL 34945, design(rDaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:22 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzm H46-cxErgGPPPDbksEnKRj5gkkF9 V?dscMAugfOXVry9hm3 3-2-0 4-11-11 3-2-0 1-9-11 U4 9 2x4 = 6 2x4 II 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 5 >999 360 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.04 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix -MR Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2R4 SP No.2 *Except* B2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 221/Mechanical 3 = 116/Mechanical 4 = 105/Mechanical Max Horz 1 = 102(LC 8) Max Uplift 1 = -82(LC 8) 3 = -80(LC 8) 4 = -45(LC 8) Max Grav 1 = 221(LC 1) 3 = 116(LC 1) 4 = 105(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-306/282 BOT CHORD 1-6=-406/310 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 1, 80 lb uplift at joint 3 and 45 lb uplift at joint 4. LOAD CASE(S) Standard Ywx nessr. mka fat'Al19ii 1tRk>r3E1NJ' FJtisSlf2YSCC6ICfA6 t€SIAt4 t;cs9A::C6a:Ut'kia tetd k' ttentter3tedeti�;aratTan bell wait iICE`. esikeSeNerl. kewobbti4fnnn3hertttstt est. was tkttast eledntt T-0,N . 9• �tet'i�7 k �ta�l ! s4t � pt t 1 Wktnm:m lktet sft'htrsiZh+&16ENit>eGi Ssernua:gsFyirro t:.a,�eC�IrykntoktemuayTCOrea<us;nsupmeddtetrs:�eWmQ.mulnyuw+ICjkt krteslpefkesotkTtn3iy�e1mW13Cnh,atn3na.i'eh;;atnt=.�p�m;:lq mtrr,:en, soar+; AnthonyT. Tombo Ill, P.E. .ld nedtks lnsslertnislCtyutpn;tnuircyx'tYs 6.vydt G.icfst ninlryWer�tl g3estry;,itrxnsmftit9f,4tlxWtisk�d lri:Lgateud7ll.lky}ruddlSelUMuStieUex ONin".Wu}ivdn}.skryt,.•kr a:eztnemq Sidi, rrnyn,u4o Bomb ' 083 Aa1tiyaAga"ttlf.hv. AM; seleaadtR6at6s}raL;nt�'u1t:'nntMDullgGmpneG5d6pkzvzmneS(SrfyrtlisklkritlexlSbsnftekia�+Efrtrsardgalun,11146nen4en:pahts"IfinelirvoDog.,I 14tpiyams{'Ems YRshaater,ntta 44S15t,LueieBlvd. a3aialse sebtdSitrtmtdyredyetkatlky!}egysties edtrC lhLess6es3pligemNN614t(eCllgtesigm.w hssSnkn fgiererth»i6Yitt. As�rtu"aelinrsatu 0"IMItbl. F44 Pierce, Lud 34946 Copyright Q'i616 A-1 Roof hasses-Atilbasy 1.lombo III,P.E Repradastion oilbis dammem,in aeyfarm, is prabibittil ,A lIle wrineo peteeissioa hom A4 Rooffrasses-Ambasyl, iombolll, P.F. Job Truss Truss Type QtY P1Y Std. Pac./6811 El A XCAS6811AM D01 COMMON 2 1 A0119792 Job Reference (optional) ��r r r �� ter: r a�avo, unaryn wa r uuss.usm Run: 8.020 s Aug 3T ZUIb Print: 8.uzu S Aug 31 ZU16 MI I ek Industries, Inc. Mon Dec 12 14:35:23 2016 Page 1 ID:cS2yUAsdrwV4V5ztD[V VpPzmH46-47oD2cQ2AWjbUNMW?Qc3HxoE3Oz3Llrl3J1411y9hm2 44 = Dead Load DeB. = 3116 in V 5x4 11 3x6 = 5x8 = 3xfi = 9-`-8 9-5-8 Plate Offsets (X,Y)— [2:0-0-0,0-0-101,[6:0-0-0 0-0-101 [8:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.30 8-13 >769 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.49 8-13 >467 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 83 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-5 oc puriins. BOTCHORD Rigid ceiling directly applied or 5-3-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 945/0-8-0 (min. 0-1-8) 6 = 945/0-8-0 (min.0-1-8) Max Horz 2 = 82(LC 12) Max Uplift 2 = -717(LC 8) 6 = -717(LC 9) Max Grav 2 = 945(LC 1) 6 = 945(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2183/2106, 3-4=-1704/1585, 4-5=-1704/1585, 5-6=-2183/2106 BOT CHORD 2-17=-1804/1987,8-17=-1804/1987, 8-18=-1820/1996, 6-18=-1820/1996 WEBS 4-8=-595/760, 5-8=-619/768, 3-8=-619/768 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 717 lb uplift at joint 2 and 717 lb uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Uarics-Hrm du kryrenea WA Iiool lloSS6(SF13,en311 I'M64umaosWoYt'sOHr')t![WIft[[5YEn'ka 1Mry(nry:rcr�m u{rnl rdrnticlnrsterrysAneusllL�metl:lmarl.futr m,lf.th ,axmn:w. e+,na�e.mrnrrnx, nand WTskaxOurWss skRknel4vdt 1plNkrdllsrTmsO:s¢Gta{g(u,aa�dh'Fsy¢sRtlefr+InmJIP9 rgmW o[pttrtdUrrrd<;siadaShyrigreps:td3r6;I!aiN,ndCethjbLn:ktm�nuelonnry,nio lrFl. lktagrnumren;,kahi rnayss ssedtat , Anthony T. Tombo III, P.E. 'nl neds4sTun6mTkilest isnempn"w.latdmromr,k onn's Wnudgneu Re k7fmt onipe,ude ndeAdtk aLoa lL(nlli lwl iiiligwhMnll./kgtmddfir nanfeyfieBmdtlrTnn,baeGglnday 9mye,6std'uliwn6 knrss ssdlkhnsrmisanrd 980083 cts trir�onipeerael4rt�an. loMnsdrd'n CsIDC:dax rrcaimul yidermndflekd@y6etreatkh¢Idnademji(SQplbJerlr lHnlSln endawulhxrstydpieur. IHlidms9r wgns�Tdim nekaesdneLrn Oeupw,Tnn aeryr k7nwnbinss Barh:Mn,Nas rrlerriukenNlrelodim ryndgnkntaghditsmeslmhN. lktnm onl k�relutakslh a„ 4451 St. Londe Blvd. P 7 i pn:wLnsssan:6lmrn dsgkilltrl Natadtrl0 bra;mmd�cNbnrl. (opyrillbt02016A-1RealTmsses•AmbonyLTomboIII,P.E. Reproduction of this document, in any farm, isproh3ilelwhhounbewritknpeHnissieeboa A-1Roaffiesses-Anthony T.TomboIII, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119793 XCAS6811AM D02 COMMON 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Auq 312016 Print: 8.020 s Auq 312016 MiTek 4x4 = Inc. Mon Dec 12 14:35:23 2016 Page 1 rU N M W?Qc3HxoEcOz6 Llrl3J I41 I y9hm2 Dead Load Defl. = 3/16 in 5 co ]o 3x6 :::! 5x8 = 3x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 846/0-7-4 (min. 0-1-8) 5 = 846/0-7-4 (min.0-1-8) Max Horz 1 = 71(LC 12) Max Uplift 1 = -601 (LC 8) 5 = -601 (LC 9) Max Grav 1 = 846(LC 1) 5 = 846(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2158/2120, 2-3=-1689/1599, 3-4=-1689/1599, 4-5=-215B/2120 BOT CHORD 1-13=-1874/1962, 6-13=-1874/1962, 6A4=-1874/1962,5-14=-1874/1962 WEBS 3-6=-606/747, 4-6=-604/768, 2-6=-604/768 NOTES- 1) Unbalanced roof live loads have been considered for this design. 18-9-8 CSI. DEFL. in (loc) I/deft Ud TC 0.65 Vert(LL) -0.29 6-9 >774 360 BC 0.71 Vert(TL) -0.48 6-9 >471 240 WB 0.29 Horz(TL) 0.04 5 n/a n/a Matrix-MSH 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint 1 and 601 Ib uplift at joint 5. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 77 lb FT = 0% tA.ehr-Finn mmtr4¢retDrEe'}I Igo., i1eSSS{S?IlfPomg 61111IMS&rDFmOueSNSiOYj Wrd MKONdPn Wtua-IdI tief—n,W the wI,.Ms rest htipglteiy�p;oil4ll,8srr.rtxia@;r_'.ednnn Skttldm nt 6lhuoflr 1,t,6letq Re RB,nit IDLkt�tlkt elan s'm1knenr:2e ioexltld/.&,tirrs,oesge he�ntT,e., Seeueeryt<p,n4d:snlne>ln&tgrt:alseerepaeedfi,pdnhed n6aenturropnWbr hrtk/<sytAaesnrhTmselpe2dn�looedr,tetn lRl. ISehsge nnaeates, I,rtnr udcnec,t.heetlr ! Anthony T. Tombo III, P.E. ne of ­1 nn Tm, 1. .1 hRTr1sh,os,.,iO4I d& u—, eg+tei,td,rhde;edud:llilfere nm,d ,hbtldeeldu,, la nen,Wilbneignr,ne 1BI. 6x epmddhe too ntryfi:nludMTmendltierkx lhr,sl.ere,hdd:diwnlhnrcr s6dl leknstnsrtodrd 4 80083 nebilrrg&:npunflufadt.Were, used 4he Too ldekpaaoudp:ddasdoesdlclInTenlsdenue,..l�;essQedr:rtesrtnneswmtdamdke,erdpieen.141idenaorupseNaeenfametdn: loss u:4te,rnnonipW—WToo umhunn:nlln..: 4451 St. Lucie Blvd. tflercn,r,fmNlrr(eeemegeeegnle nP,:;lydlpmn hnhel. Ile loss Weep[tIomi Is k0T at blle.e0,dpn,nintsstsle.Grm,na'nrlAllmr. all arydtledlrertmnd!&nehltn. Fort Pierce, FL 34946 (opylightD2014A-IRaafhasses-AniheoyLlom6.III,P.E. Reptodunionalthisdoroment,inanyform,isptohibdedwilhouldemiftenp&rmissianfrom A]loafTresses-WonyLiamSaII1,H. Jab Truss Truss Type Oty Pac./6811 EI AXCAS6811AM D03 Common 4 �I`71YStd,. A0119794 eference (optional) �, =„y,il n euu,a.wn, mun: o,uzu s Hug ai zuio Print: muzu s Aug :it zutti MI I ek Industries, Inc. Mon Dec 12 14:35:24 2016 Pagel ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-YKMbFyRgxgrSSXxiY78lp9KN6oMT4DOBHzVeZky9hm 1 -1-4-0 6-4-0 12-M 1-4-0 6-4-0 6-4-0 4x6 = Dead Load Deff. = 1/8 in v 1.5x4 12 .. ............. 4.00 Fl2 W 1 4 ` A J 15 61.Sx4 i 16 5 1.5x4 17 s s' s 3x6 3x6 = 3-1-11 9-6-5 12 8-0 3-1-11 6-4-10 3-1-11 Plate Offsets (X,Y)- [2:0-0-0.0-0-10] LOADING(pso SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0.15 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 5-6 >557 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight: 55lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-11-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 759/0-8-0 (min. 0-1-8) 2 = 837/1-4-0 (min. 0-1-8) Max Horz 2 = 74(LC 8) Max Uplift 4 = -42(LC 9) 2 = -184(LC 8) Max Grav 4 = 759(LC 1) 2 = 837(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1489/566,3-14=-1431/632, 3-4=-1516/678 BOT CHORD 2-15=-437/1316, 6-15=-437/1316, 6-16=-449/1089, 5-16=-449/1089, 5-17=-483/1342, 4-17=-483/1342 WEBS 3-5=-47/550, 3-6=0/540 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) his truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom -chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 4 and 184 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcument with any other live loads. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-14=-70, 3-14=-100, 3-4=-100, 8-11=-20 Concentrated Loads (Ib) Vert: 14=-60 itt#y.wart:ttarit.et°t t r3�rnossxfs[ud3 sroe �ka:s ror�mau tnlc�t{tt!ulsta3sFrsuere�, rtth xcttrr.Rna arateeasadsTnn k,i�Tn.urilga;mnt rm,t; 1.!atioN,Ti ith,au firgltM rsx lieu t&,rrt oriel a4t i[A,alr w!tttta«,�stt,rt,tttamsleaHnrdt:tt:tr:gttroC..,sft«gt�ta;etaanrnTcgwta:a:armdntRttn�a�petaiymrat�ura�dtht4wu T,rdyadeitengair,�alwa.;trasatt a�:zammttts Anthony T.TomboII,'P.E. adrtreneh rnahro;tdtyatUertasilege'6t Orxa,ML4et/ttfizbdyntadrkJui2n�a,uh,t�miitt4,3t wtai dt h,dlaitut,tleri7N.INylrnddistlSedat eta rllt;ins,riot S>Y7npsmye,9ePr�tt�kerat 4tL'6Wayttu4i3rt! #80083 ' ' frlrt'Ged h;ilr eyuebtAt 17entstlwsetlri70adixrnautefn#aceslbttdJag(is;utE.Sder 4'actaet i6hpilukdl; toad SMJ ar etfuaudfetra�el rirna.tf4l ddmn4rnryaad3lht adtfitRftt lnuMepny trose Cas�Ggartre{lan kmAtanernt,ss ataMnM?nd51 a CrGtd a;esdyah aabgh elllmnhtthd Thl-hoph# tt; is r1I it rrirbriaigte,a L ttSl'u,sh iemdaT ltEtnt tlurr aed#,cf to a 7t`atd a!FlI. 4451 St, Lucie Blvd, Copyrigbl�'4016A-Itomlrrsses-Ambaayl.lomba111,P.E, 4produuionoilhisdowntal,inany remisprobibiledwubaorThe vriweapermis4onhamA-lioollretses•Ambelyl,lombolil,P.E Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply Std. Pac./6811 El A A0119795 XCAS6811AM D04 Common 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:24 2016 Page 1 I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-YKMbFyRgxgrSSXxiY78lp9KNYoHr4DeBHzVeZky9hm 1 14-0 6-4-0 12-8-0 14-0-0 1 4-0 6-4-0 fi 4-0 1_ 4-0 46 = Dead Load Defl. = 1/8 in 3 1.5x4 11 4.00 12 ... T1•..... l 2 r " W 1 4 1.5x4 II ....... a 5 ,.. n — —_--. 16 71.5x4 17 6 1.5x4 18 k e 4 3x4 = 3x4 = 3--11---- 9-6-5 12-8-0 r......_----- -- 3-1-11 6-4-10 3-1-11 Plate Offsets (X,Y)--12:0-0-0,0-0-101,f4:0-0-0,0-0-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.17 6-7 >880 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.30 6-7 >501 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 59 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 663/1-4-0 (min. 0-1-8) 4 = 663/0-8-0 (min. 0-1-8) Max Horz 2 = -59(LC 9) Max Uplift 2 = -351 (LC 8) 4 = -351(LC 9) Max Grav 2 = 663(LC 1) 4 = 663(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/927, 3-4=-1105/926 BOT CHORD 2-16=-674/975, 7-16=-674/975, 7-17=-674/777, 6-17=-674/777, 6-18=-702/985,4-18=-702/985 WEBS 3-6=-33/507, 3-7=-33/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2 and 351 lb uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ti=q •Ilnsa^ara+ra'; tn.'nt6t'II l xTURk'ai'SWa'y gXDlt ift45 { lUlgliq?R(n1CJ!{'V7!�t1;tl17A:i96:SY1'bso. [erf. htita;nrsetra t� eMat4sn of inn Dnga m4�lDF,a!@t:sHanl.'erao q,tt.USnem f2rnlefire sst. DCisea�serst ektduSt'C4,nf! w'tluuaiar;litsara9ten'AtabeS6DuanW.beHn;rsq+IgneeYM';ecsrtJfircrnAiasnnnli�reKesea7nzupw.adM�eks�ndtaparenq<o;nvi411uht6slpdhesic�eLsstigiedw9rtlDNl,aSalflI.ttrgsspnwxptiaa:,4akrymUrns,srtt}r;D; Anthony T.Tosltbo1I1,RE, atone Oft lnnha#80083 ' Xetabs;Drnpr:a!lttau4afAsznsdedn8rlDDai6s;raS�esml;nk'nes3Mbdtey4erd5d IvMcxXntS,•;s3lifidt;UleslSSOmMnentDlnrrr_ol�idua.MIk'mslen,qu,"! 4451 St. Lucie Blvd. a&ndnk5adry a rrx^:ad r}edgn 4xiX>ly eD;aantdsr4 Tltlens DesSytd{awk X5I lr treLtrstgsr,m (nss;nha6;inbdm 6a[itA AD a;ib'dedincsan nlfrel n IlN. � Fart Pierce, FL 34946 CopyriallQ2016A-ltoolT!nuts-Ambceyl.lombIII, p.t, hplodattionol@isdammeat, inany tem,isprahi6ited.0haa1Ile writlenpermission homA-1InMusses-AmhccyLTamhaill,1`1 1 EI A XCAS6811AM D06 ICommon 1 I 1 e, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s AT 46 = 3 A0119796 Itional) dustries, Inc. Mon Dec 12 14:35:26 2016 Page 1 'I R I i8zJjh W u6 dXMMtXMCdJp h u K WdEB5Ay9hm0 14-8-0 1-4-0 Dead Load Deg. = 1116 in i 1.5x4 II 3x4 = 3x4 = ix4 11 R LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.14 6-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.23 6-14 >707 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MSH Weight: 52 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins._ BOTCHORD Rigid ceiling directly applied or 6-4-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2 = 693/0-8-0 (min. 0-1-8) 4 = 693/0-M (min. 0-1-8) Max Harz 2 = 61(LC 8) Max Uplift 2 =-363(LC 8) 4 =-363(LC 9) Max Grav 2 = 693(LC 1) 4 = 693(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 031/936, 3-4=-1 031/936 BOT CHORD 2-15=-707/909, 6-15=-707/909, 6-16=-707/909, 4-16=-707/909 WEBS 3-6=-21339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chorI live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 4. 71 This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9mu)-flea nutge¢rerbr ne'Ll100f 110Se(5(5-tUt)�, ifi3ll TIM I 001110S USTOUj70T371UpStveYf)1' 6m idlhpp lctedm al ralms a>U, Inn rnlp 0ar6)Pp:)dnt 4fip)1. (u1a W,rE lthm Skettetne.a. Celrnat—i"'Mdmis.0' d( ILTtlastM)Itlts Anthony sidlktniWr@e1004lt rd:L/stTnss O:sgr[tian{te,'.ie. tlTGiun4 n:sMp�IMtelneahrotalltrrdtkiMahWegaaearropnd�ryld Rt ltstpdneshihTm;iy.Sdap100elr,ala liLl. Txhsgt mrolCees, 4elai adCws.i hS :- li ' nlrnd r.T-hrmi 1.1bilcMuspn6:llidhi 0—'NG.rdtaWrnriyrd -1 At 1.1iq 1111vahtle adeddim KIT, n(ninth,IkiUiquknllrLLllt,OmddhrT00a1 ei 0eU-016Jni. Mittiq tft aMploaItrrc6adkrey Atint Mneln,iwgd YT. 80083TornbIII, P.E. Ue lr0frr 0aigealbrtrtdn. ltlahs sdmun:lDC ndd:e lrctSrcndp'i,TindneG06q Dapeelluhrylahtsetiept591e16:41Y)In NSxl s,nlnnalkrieYdpilae. IPFlidnantaga,�Ti!ia elnnrsdn:ImcO:,lee,Tan Oe:ip G�eeaadln,t Vmhdrrey,drss '.. =80083 tnurluhtmWhtGehM,unlryntnay ltdllulw anh,l.lk(aa Dec'h,Gra+tUr0l8ek:UfgG,Ipa,aUruSldea GiWa durhilltry. 30aiCdntl leas m,sddinl UTMI. 4451 it. Lucie Blvd. • Ceppig6t®70166dGaaflrosses•Ani6dnyi.famhoIII, P.E. Repttdugi0n01(hisdocument, inany form, isptohliledwilhounheminenpnrtoiuioefrom AdPoa(Losses•Act6nnyLTom6oill,P.F. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply Std. PacJ6811 El A A0119797 XCAS6811AM D07 Common 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altmss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:25 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-0WwzTIRli8zJjh Wu6rfXMMtbLCcvpiyKWdEB5Ay9hmO 6-8-0 12-4-12 6-8-0 5-8-12 an ar cI 1 3x4 = 6-2-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip. DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oijide. REACTIONS. (lb/size) 1 = 585/Mechanical 4 = 615/Mechanical Max Horz 1 = 59(LC 12) Max Uplift 1 = -225(LC 8) 4 = -191(LC 9) Max Grav 1 = 585(LC 1) 4 = 615(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1009/859, 2-13=-935/884, 3-13=-954/856, 3-4=-499/75 BOT CHORD 1-14=-700/890, 5-14=-700/890, 5-15=-700/890,4-15=-700/890 WEBS 2-5=-11 /329 NOTES- 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 4x4 II 1.Sx4 II Dead Load Deb. =1/16 in 3x6 II CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.64 Vert(LL) -0.14 5-8 >999 360 MT20 244/190 BC 0.94 Vert(TL) -0.23 5-8 >668 240 WB 0.13 Horz(TL) 0.02 4 n/a n/a Matrix-MSH Weight: 45 lb FT = 0% 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 1 and 191 lb uplift at joint 4. 8) Load case(s) 1, 2, 3, 4, 5, 8, 9, 12, 13, 14, 15, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel paints along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plq Vert: 1-2=-70, 2-4=-70, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Standard Uniform Loads (pig Vert: 1-2=-30, 2-4=-30, 6-9=-40 Concentrated Loads (lb) Vert: 13=-60 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=99, 2-4=99, 6-9=-10 Horz: 1-2=-109, 2-4=109 Concentrated Loads (lb) Vert: 13=-60 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=99, 2-4=99, 6-9=-10 Horz: 1-2=-109, 2-4=109 Concentrated Loads (lb) Vert: 13=-60 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=52, 2-4=36, 6-9=-10 Horz: 1-2=-62, 2-4=46 Concentrated Loads (lb) Vert: 13=-60 9) Dead + 0.6 MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=36, 2-4=52, 6-9=-10 Horz: 1-2=-46, 2-4=62 Concentrated Loads (lb) Vert: 13=-60 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=52, 2-4=29, 6-9=-10 Horz: 1-2=-62, 2-4=39 Concentrated Loads (lb) Vert: 13=-60 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Raaq •PIeKammgdlaaYua011118r 1tDSS?>i SEtiEt'b EEAttlt iEt4S 8 Ulu vEnsat mei at4e iLD,aft WEI!?f¢Mld rYyK SEIIQ<Ti!lfp kt EDhlewad+l t:at'aa4'rtdrAtgUW l.41la¢!'�e tf;�$a Sid as 6z7lOGrtne1r51¢#U}Ur:lYnlydti: a9ai StQ9allft:a:Pa,finalesiyad4nrt,lrnf<gdal�aattoadt,¢!n)na.°tr k;rye nu.p>sq ca:reti�K,snaais Anthony T. Tombo IIi, P.E. mdasadks tnxsiarartlEapnS!n:{¢tilut!sstz�axrc,�Cstd;nudatWardabtuths�{su,Gtiarattte`dt:iE,a �ttulswiudla,'Yalakzd iNL raeqlrz4dd0sPtSerialuall,est.k?nss.*ratiq'uyduge,a<.bilsae rdkarq skClerua>,pre.nstd - #80083 Ll 44515t. Lucre Blvd. 016A-1Fort Pierce, FL 34946 [¢pyrrgtt�1016 d-IR¢¢tU¢st¢s-A¢iE¢eyt.l¢mb¢III, F.E, ittpraduUi¢¢¢f!his d¢mmentr ina¢yf¢zm, is prak!bit¢d rAAo¢I SGe writt¢n permissiar,kom A-lt¢ntir¢sses-A¢0¢¢yLloar,E¢SII: P.E. Job Truss Truss Type City Std. Pac./6811 El A XCAS6811AM D07 Common 3 �Ply 1 A0119797 Job Reference (optional) ... ....... ........ . ..... I , vim., , w.W.W.— LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-2=29, 2-4=52, 6-9=-10 Horz: 1-2=-39, 2-4=62 Concentrated Loads (lb) Vert: 13=-60 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=52, 2-4=29, 6-9=-10 Horz: 1-2=-62, 2-4=39 Concentrated Loads (lb) Vert: 13=-60 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=29, 2-4=52, 6-9=-10 Horz: 1-2=-39, 2-4=62 Concentrated Loads (lb) Vert: 13=-60. 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (pig Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-70, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-30, 2-4=-70, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-60, 2-4=30, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-60, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 23) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 6=-200 13=-60 24) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 14=-200 25) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 13=-60 15=-200 26) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 11=-200 13=-60 27) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig cun: C.020 s Aug 312016 Print: t3.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:25 2016 Page 2 ID:cS2yUAsdrwV4V5ztDl W WpPimH46-0WwzTIRli824hWu6r fXMMtbLCcvpiyKWdEB5Ay9hm0 Standard Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 6=-200 13=-60 28) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 8=-200 13=-60 29) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 5=-200 13=-60 30) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 11=-200 13=-60 31) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 6-9=-20 Concentrated Loads (lb) Vert: 9=-200 13=-60 ac.or.nnne�yurnr.r r-traasmssEsfuuu,.113HFxsewmncescmTUAjI,0k3;FW3T*rrnr�a,ipw,cmnnlnrlydsumsmnrnipm.�po anrlm�tr�tam:rt.rdnn,s1wide,..w,nen.wsd,lnisetn.rdt wm,rya,pdnMk,adi.NMt hsde.Is.Tmsoagetylunpe.stmrtstip:e.flued..gTr gmwnregmnda,1101ir dftPelkloth Tm:lq nt�tue,dr.wnlnl. ne6dpnnmrcns,mtalork..s t 11 Anthony T. Tornbo III, P.E. n/nedna innkrwgkit3rse ssd. nspnralydhOnq daUmis.kr,ndgrdwn:4�7@q gnipn,n9a udeddhs�d.IG nlryhal`sllug,oraalRLl.rk,pmsldri,lOgnl nyee8.udri,inn; rzdeliyhuly,slnq,,6dd�etinnl hroysidllelk,urns3lArd :E80083 4451 St. Lucie Blvd. t n, H:l[arg:sifu wd 6rt.drr. 1¢ tes sd Mu�IDC.,ltlxlndisnnl rnr,I"u,sd9ekil6ry(sepealSdehldnaesbn115PSIdi:kllt Ri nlSlrl n„donnlMlvrd pwme.lPVlidms@rngnshl�n niktiesdla:Inss0.ipa,Tnn O,dp tyhmnllnssprrhm,u,nlm rtlnwnrlel�lh.(Mm nar .wn m p+�hepdnsnnhd.lktnno,apbtn,nistota,b:ingoenpu,nun;spras[,>o,nd.yF,uriq uicy�o.amasu,.sd,emkmt. (oppight02016AdYoofLusses-AnthonyMonbeIII,P.E. Reprodudionofthisdommem,inenrform,isprohibitedwithomshewritrenpermissionfromA-IPoolhosses•AnthonyT.Tonbo1%I,F. Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY Std. Pac./6811 El A A0119798 XCAS6811AM E01 Common 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:26 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-UiULgeSwTR5ALr55gYAmuaQmwcl DY6zTIH_ledy9hm? 8-8-0 17.4-0 B-8-0 8-8-0 LOADING (psf) SPACING- 2-0-0 _ TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 780/0-8-0 (min. 0-1-8) 6 = 780/0-8-0 (min. 0-1-8) Max Horz 8 = 66(LC 12) Max Uplift 8 = -819(LC 8) 6 = -819(LC 9) Max Grav 8 = 821(LC 19) 6 = 821(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1018/842, 2-3=-821/810, 3-4=-821/810, 4-5=-1018/842 BOT CHORD 1-15=-766/1026, 8-15=-766/1026, 8-16=-293/646, 7-16=-293/646, 6-7=-293/646, 6-17=-766/1026, 5-17=-766/1026 WEBS 3-8=-630/507, 2-8=-381/580, 3-6=-630/507, 4-6=-381/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 4x6 = 5x6 = Io P 12-2-0 12-6r0 17-4-0 7-0-0 -4 4-10-0 3-0,0-3-01,[8:0-3-0,0-3-0) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.58 Vert(LL) -0.13 6-8 >639 360 MT20 244/190 BC 0.62 Vert(TL) -0.15 6-8 >561 240 WB 0.27 Horz(TL) 0.00 6 n/a n/a Matrix-MSH Weight: 74 lb FT = 0% 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 lb uplift at joint 8 and 819 lb uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Kw�sny-Flmn!W!ss¢rener C,e 11109isNi8f1!O;iy>[Y31rttYffin1Y¢IllolS iJSIDYI"IUP11(CM:SiELgYrk1'b!a serrft&cip rxesetuc ret!edwks a?d!Gmth!irr¢rtrug(i¢9}m':i tle lmarLlrzta C, rEseferen sSertWrteess CrJrsselxal!e!!rielu Ge tC¢,Wr JfiTA .W;1 ssirzu:e!!afofttro,el;to:/.isrnuso..aAnthonyT. Torntio III, P.E. me nedf;Sm Wrwn4ffess isne!nprsw7lap rfh Omr,Nx ¢.aerssesrmrd rym'xM1 srill'rg Pe;!gw,u3e cued rfPav gr,ftelx Ila lm(lr leirssd aefii lk ep:snldtie l00rel my fi!N.us'firinn, irdrtnpkuteg, slwygw!Lreere.ml knrss s6d'le 9e n�+m Slliryd :i 80083 f nr ro3fgD:n�ere¢eua^.rerr.A¢eslss stl Mulrt¢¢n13a Ntt4resml pareiuessitkb,7�rytrelsemlSt!hIm'xmlma(n5(lrel¢:k1lr[nnSSY_sn:efenu/lxp>asd pi6xe. 7r4iedixs@t ngnstil�lesniknrsdgaLas.¢:sipw,Trzt!ki WEy!eewmtlnss4ufiean:mless 44515t. Lucie Blvd. rknindr!awstaumsvaagnn�,ay4fr!ma nmt!el the troatksnt!Ism!isrse!<rub¢n�!,au,!sstn!gtrs®snargaar�.matrcdere!reac or rs acrdsmL Fort Pierce, FL 34946 (oppight02016A-1RulTmsses•Antony LToo5oIII, P.E. Repteduuianalibis dotumeat,inany form.isprohi6hadwithoutthoNinon Permission fromA4loolLusses-Anthooy1.IWO111,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM EG7A Jack -Open Girder 1 1 A0119799 Job Reference (optional) ruses, Fori Pierce, FL 34946, aesign@aiiruss.com Kun: t.b3u s JUI 28 2U1b Print: 8.020 s Aug31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:26 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-UiULgeSwTR5ALr55gYAmuaQolcl gY51TIH_ledy9hm? 2-9-12 6-2-0 2-9-12 3-4-4 1.5x4 II 3x4 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.49 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.04 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP Weight: 32 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 1 = 408/0-8-0 (min.0-1-8) 4 = -17/Mechanical Max Horz 1 = 125(LC 4) Max Uplift 1 = -466(LC 4) 4 = -629(LC 18) Max Grav 1 = 408(LC 14) 4 = 440(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-736/962 BOT CHORD 1-9=-429/207, 1-10=-865/628, 5-10=-865/628, 5-11=-865/628, 11 -1 2=-865/628, 4-12=-865/628 WEBS 2-4=-661/911, 2-5=-878/563 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 1 and 629 lb uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 95 lb up at 0-10-12; and 446 lb down and 936 lb up at 2-10-12, and 446 lb down and 936 lb up at 4-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-120(F=-100) Concentrated Loads (lb) Vert: 5=482(B) 8=-21 1 (B) 12=482(B) etrng•ntntSttxtaHft85 Air:a nusr3rstncr#Iona-xastmcrrostgsrca�tm�,e<�ro�.:�su�n�n�;r«f�ant�t�dfl:a�st�etnrttntrn,ti�agr,>#nrlta;atmint5,.r.Ito»oal,rsunslmf s�dl,n,l K:. u�tna�.�tR�tro�icttst*uu,oElr d':ttuuedxrsesths*ktdrnfnlDFnHstudl.ttrrngn¢hiktapa,yeaq etu�astwtpigGnpsnSuwperiaaePlnwulepzttdy;tyws �nreyt�nuPtilt ec��tmptl3DatT,ttartu.;tetytt agiors gntta xrdi AnthonyT.Tombol1i,P.E. mdned�slnsstmarNdagttAfniptsAtiard6etften,UiCtetff [a itdtPdrtdtk:fnritlyW,UGNt gldtltl �#e Rtiu Mal N;'OIr;WY#iNd.lityjIDtddW1A16ti tEr!nu>•.cant;ntv�t y isymtq,..sw;:nn�ir,�rsbeeetntf n; x f<80083 itttiiigssdp Itlrstnq Rguvssdwf6btPUetfslrxruttdraHaestnt is HUI1,rea'Sd.iQl�trc+Yiat(E6�p#tisid#�ttl lRJmtd!rt[edfursacd; eiFi!lnatt3e tttpr,J35f5M#fin#MTnss rtsgnyitsss Cos [egattt ¢lT�tss km a4ste�[dtsi Y1RtiPaaitasrtia:.,d iftfd�it n'Ifl]IiT1rtP(tl'jn:FFintd,!ItisnirtSl�flrgC'is N7f'�lriLlitJ:lSfyp,arn,S:lthflrlfntNdR)it%IR�. dg sl�dl3tl k!CSNGIeWAIFFI. 4451 St Lucie BIYfJ. Zt topyrighl 0 2016 A -I Aaatrinses-Aathcayl.lambs III, P.E @pradaaian tfihit doramurl. is any fora, is prahibad Qlsotl thewrirm petmission from A -I teat lsossts. Anthony], lambs Ill; P.E Fort Pierce, FL 34946 Job Truss Truss Type City Ply Std. Pac./6811 El A A01198O0 XCAS6811AM EG7G Jack -Open Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:26 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-UiULgeSwTR5ALr55gYAmuaQrdrzgY3hTIH_ledy9hm? 2-10-7 6-2-0 2-10-7 3-3-9 1.5x4 II 3 3x6 11 . 'X" — 3x4 = Dead Load Defl. = 1/16 in 2-10-7 2-10-7 6-2-0 3-3-9 Plate Offsets (X Y)— [4:0-1-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.06 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.13 4-5 >563 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 28 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-11-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 905/0-8-0 (min. 0-1-8) 4 = 1337/Mechanical Max Horz 1 = 125(LC 4) Max Uplift 1 = -365(LC 4) 4 = -590(LC 4) Max Grav 1 = 925(LC 15) 4 = 1337(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1854/732 BOT CHORD 1-9=-781/1720, 9-1 0=-781/1720, 5-10=-781/1720, 5-11=-781/1720, 11 -1 2=-781/1720, 12-13=-781/1720, 4-13=-781/1720 WEBS 2-4=-1831/831, 2-5=-377/1140 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 365 lb uplift at joint 1 and 590 lb uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 565 lb down and 245 lb up at 1-11-4, and 565 lb down and 245 lb up at 3-11-4, and 570 lb down and 240 lb up at 5-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 10=-565(F) 11=-565(F) 13=-570(F) 6avp•Merss�m�t!mkwRs'AI kD:k IEDSS'aCSttlld EfAnLLiaw:A(DN�it7r5(nIFMCk9!Q11iiX04:iD6Yf11'ktu. tn�6sgtpneadstsolrt+ted.sn Eis Tnss[;.Ip CrsahplDP alAe#Hegi.!¢asN,l:.bhietuSseelFdert ese Rnt t9na5e fivinYe iCfi,xh vdd ceru;A;dtss sk:krscdhr 6e NDh§r nfii l:tt�ss.e:�fr{umi?a,!ryntry ErysesrpZssn;nsttiCDrsFnunruslmadttsrdnnad!enrfry;rgwr:+lhfc rxUdpd[asbtlrUaa rgiaedmUrgDNt,ntn 181, tkrksgvesmp„I�d.p rnGtses,szhlf! Anthony T. Tombo III, P.E. .mi.se d!th 80083 ' 3eh'Gq DeilpwnitttdiN, lDwassetedar4tlDDet mcyrxtaswtla#°ues4tu kttsyUapmsdSdit Mxctaa�ttupihs5dty ttlexdfmrae tttemW&r px7l phew,f��ldmaslerequsik.R�sut3fissdRe(nssMdyar, rrsu Ds{2s [rraev et:nss Y,�+Gxr slrss -4451 St. Lucie Blvd. a4rraisedshred q e (aCr9a7errgEala rrn'npE+dlpaananl!rL ;trL'gs DM}ehpunt if A71 Ae Giluy.estytr„x tpssSithmtepinet dqt El�iey, 19¢dldedfries m a: dsDecldllN. � Fort Pierce, FL 34448 Lopyrihbi02016A-1Whom -Anthaey1.Who III, P.E, feproduuionofthis daamat,inany form, isprohlbittilQhoutlit wdnenpermissiodiomA-Elooilrows•Anthonyt•Tomb III: KE " r YN= I ury I rty Std. Pac./6811 El A XCAS6811AM G01G Hip Girder 1 1 A0119801 Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-yu2kuzTYDID 1z?gHEGh?Rn 4-2-8 8-1-8 12-4-0 4-2-8 3-11-0 4-2-8 Special 5x6 = Special 46 = NAILED Special Special 46 — NAILED Dead Load Dell. = 1/8 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.24 5-6 >614 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 47 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 64-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1460/0-8-0 (min.0-1-12) 4 = 1492/0-8-0 (min.0-1-12) Max Horz 1 = -32(LC 9) Max Uplift 1 =-653(LC 4) 4 =-644(LC 5) Max Grav 1 = 1460(LC 1) 4 = 1492(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3125/1377, 2-13=-3022/1352, 3-13=-3022/1352,3-4=-3181/1381 BOTCHORD 1-14=-1271/2911, 14-15=1271/2911, 15-16=-1271/2911, 6-16=-1271/2911, 6-17=-1283/2963, 17-18=-1283/2963, 5-18=-1283/2963, 5-19=-1252/2966, 19-20=-1252/2966, 20-21=-1252/2966, 4-21=-1252/2966 WEBS 2-6=-142/589, 3-5=-146/623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving Load; #1001 10th Moving Load; #1101 11th Moving Load. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 1 and 644 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 223 lb up at 4-2-8, and 201 lb down and 223 lb up at 8-1-8 on top chord, and 100 lb down and 24 Ib up at 4-2-8, and 100 lb down and 24 lb up at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Standard Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 7-10=-20 Concentrated Loads (lb) Vert: 2=-107(F) 3=-107(F) 6=-340(F=-65, B=-275) 5=-65(F) 13=-52(F) 14=-115(B) 16=-201(B) 17=-30(F) 18=-275(B) 19=-275(B) 21=-275(B) �nai-flmedemillJndn Cu'1110M r16SEifitISEP 5a3ll I:IdfamSanlClS fd1IDYI{4T,r'EIRMIDSH TWn Irtdrhsip tecdnsnlrn/xtsntisfnn Ce!ipp[xypl0.,')n76!It6wiLlscN m,tt Ift-ssrldans. Mdtnd-M s!mtnnt lcI k ILLtmaAriWrzstAkeset4xdtiWhlt td�(Is 11ms0esEsgeddQt,.�e:trlsi<psnellesMnapiD7 rgrt:rns®eeepmedntp4h;dnil nsnw�mpesdd11Er1!hs�pdCeshlle insstyminsetOCnlr,NnIFFL ratt9pmsrettrq 4duEmitinc, uddLd(. Anthony T. Tombo Ill, P.E. Ztnl nedhsimsGvwit+StsJis6t!atmuil�d6tOnq@t0+ersaA.mdspmnp:I itml Onipe,u9e uddd6e�fitlG niti lwl5ai(iq<Aadilll.Ikm,mld6t l00nlryfi!Nmd9t inss,tdetiyFesdny sloye,uddxeneai dnag sldlhls nymuA�d-?80003 - IYtttlfei0!siperadpslnlrt.IRMes se.WhW00edlepeiimnlp'sdandIthu6ti(uptalSA!yMat��p.I5M11I11niS1Ucnde,wdferreMdpipet.Irlltdnn8tasins&TititsntktiudIblass0:sipe,lanOno Egntandlmsy.ANn,Wen 4451St.LutleBlvd. entmnfetenikes«nee!pntgnsnt glfu9 pmn Wd,d. IN 1—haphima Is 10lnes uigCtdpn,nun!SSdrc urmtn d:gMaiig. auai�ete HssmnadledanN. Fort 1 it. L ci Blvd. (opyrig6t02016A4Roafirasses-Anthonyl.TombeIII, P.L Reproduction ofthisdommoot,inany form, isprohiPiledWh othe mfienpermission from A-IRooftrusses-AmbonyLTomboIII, P.E.34946 Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119802 XCAS6811AM HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x4 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:28 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-Q5b65JUA_3Lua9FTnzCE_?V6WPIj04fmCaTrhVy9hlz M 2.83 f 12 10 12 5-10-11 LOADING (pill) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 4-8 >999 360 MT20 244/190 _ TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.16 4-8 >444 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 155/Mechanical 2 = 30710-10-15 (min. 0-1-8) 4 = 63/Mechanical Max Horz 2 = 126(LC 4) Max Uplift 3 = -117(LC 8) 2 = -234(LC 4) 4 = -4(LC 9) Max Grav 3 = 155(LC 1) 2 = 307(LC 1) 4 = 94(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3, 234 lb uplift at joint 2 and 4 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 102 lb up at 1-4-9, 114 lb down and 102 lb up at 1-4-9, and 63 Ito down and 67 lb up at 4-2-8, and 58 lb down and 59 Ib up at 4-2-8 on top chord, and 39 lb down and 46 lb up at 1-4-9, 39 lb down and 46 lb up at 1-4-9, and 14 lb down and 18 lb up at 4-2-8, and 17 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=85(F=43, B=43) 11=63(F=31, B=31) 12=-16(F=-13, B=-3) ur,vp-n� nm�gsryn,�. ru•1-s rgo; nmcs%uual. slc3u r�s a wmnces txrou{ror-,ryrneoa:rose:mn�n uMp atp p�amn �errd wkr n air o-nr crnpo�.ype�w@, r�mrt. raer m,rt. rrte<n, lrrm.r n, erir�, e�,.i,r rn:ewmr ao.ntr 14Tstmae�rdehs s4dlkssrlwr@tiooukm:L dsrlrnso:s fr®srps,sr::uM6r�u @::slwffiym,rare:ms®rrgrnnd@e rr�kn@arluyu:n�rnpumaaat br@s 1n�,daxwptmser'�.au2looedr.rdn lfEl. n:enipnuarens.I�aurmNnc,uamoar Anthony T. Tombo III, P.E. n/nerl lir Lns Wr mrUikhg ls@: wpmdairydM Cnq da @...... rmd grGn n: Wlfmr Ca er,ia@euwed"n@,nt.@dltaltu laalule�a1ra11tbL Re yprmld@,NCn/epfi:Li.ud@rrms;i,deliytstiCr,{:Mge,6s6C:liwnlFnup ssdllr den<pnsiiCiryd 480083 I moor oo!sifuadGshran.egun'e'o IDCue@errcpmnl�GlosAk4iSgGcpalSa4l+ne6a1l5QrrlfsllrrFlnlStAmrdneneuirsdpMe.lnit�xs@nsrnuiltnnlQaaddLnrC:upe,unsmarrtyeeantrnssuuha.a,mm44515LLudeBlvd. r@nwn:dehMsprtxaalrgadgn@nitrasydtpatiesirn6rAFort Pierce, FL 34946 (apyright 0 2016 Ad Roaifrusses-Anihany,T.lomSa III, P.1. Reprodunion althis document, in any lotm, is prohibited Ohm N wri@en pesmissiao from A4 Roalimsses-Anthony Undo III, R.E. rPe ury riy Std. Pac./6811 El A 11AM HJ7 Diagonal Hip Girder 1 1 A0119803 , (e, rL avnfo, ues[gnLanruss.com Stun: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 METek Industries, Inc. Mon Dec 12 14:35:28 2016 Page 1 IDcS2yUAsdrwV4V5ztDl W WPPzm H46-Q5b65JUA_3Lua9FTnzCE_?V7MPkA00fmCaTrhVy9hlz 1-10-10 4-6-3 8-7-14 1-10-10 4-6-3 4-1-12 - 1.5x4 If 3x4 =5 3x4 = 8-7-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.04 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 6-7 >999 240 . BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 39 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 179/Mechanical 2 = 418/0-10-15 (min. 0-1-8) 6 = 288/Mechanical Max Horz 2 = 166(LC 14) Max Uplift 4 = -148(LC 4) 2 = -248(LC 4) 6 = -81(LC 7) Max Grav 4 = 179(LC 1) 2 = 418(LC 1) 6 = 288(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-678/257, 12-13=-682/280, 3-13=-641/270 BOTCHORD 2-15=-325/642, 15-16=-325/642, 7-16=-325/642, 7-17=-325/642, 6-17=325/642 WEBS 3-6=-673/341 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1,25 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 4, 248 lb uplift at joint 2 and 81 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s),88 lb down and 102 lb up at 1-4-9, 88 lb down and 102 lb up at 1-4-9, 8 lb down and 24 Ib'up at 4-2-8, 8 lb down and 24 lb up at 4-2-8, and 48 Ite down and 77 lb up at 7-0-7, and 48 lb down and 77 lb up at 7-0-7 on top chord, and 20 lb down and 52 lb up at 1-4-9, 20 lb down and 52 lb up at 1-4-9, 2 lb down and 5 lb up at 4-2-8, 2 lb down and 5 lb up at 4-2-8, and 36 lb down and 5 lb up at 7-0-7, and 36 lb down and 5 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-9=-20 Concentrated Loads (lb) Standard Vert: 12=85(F=43, B=43) 13=39(F=20, B=20) 14=-96(F=-48, B=48) 15=63(F=32, B=32) 16=-4(F=-2, B=-2) 17=-66(F=-33, B=-33) rNnr-nwnm.pnr �e.ne7-[roa[Huss[sruuu,stYaui[Yss[mmnesstus*aunt[aiux[gst�ur[uemY[h,i>,pcm,w,w.a aa,m„r„4,gn.�PoedmAmarr.r..Gm,[t.[r�,ssmAd.RY�cu.xa.i„adme,reo.,,q @Trk¢m,u,pWr, sYAke,eehrnerrgaAe ea4 A„rm,g:vp rq�rQ2; i:ora6Yua4 nnelnaprU9rgreumn<o[mnreepnn„i,o,le�miyr.:wvap;n<A,s�ane m;M rrc:; Ayc�nnergonq,wa mr. rr:hspnua[con. wu[wpcias, sanAa . ' wreert,im,W ,1,eernn:e: dda.r,r,6.6,1'"d MthonyT.TomboIII,P.E. ' [ ur q.s,�n,uir�gn�,�n,r,maan,n;,n,iam[rl�irar.pd:wma.r!<m:.roan,mom�e:u.,.na,u.,,:sa,e.ytrn�,>t.,[,.�,xo,o.wnapaa[A,exm+.rwntd 480083 n,rnlfmgWsigea26xh,d.AYeNes,tl,d'o2lggninerercemnlAsee,Abo.111iGep11114De1p,rmem¢fifl.bkale[[flwSting.AR,xl6xixndpilurenied%tmsn,rts[nvblaeNAlnd hnsg:pa,TrtxrA,n,9iaeeNln,rYmi�mm,Noss 4451 St. Lucie Blvd. ,nee,nna[.,dEpA[«nmgra,pnenmuAr�pw,imhsa.rAarnagnwupm,aisrgrmunrapasieeaunssm..[.�mm�7A,arep.mcq,da,ai..;nenadndnnn • (opyrig6[�tIII6A-IYaa[imsser-AethonyLTan6oIII;P.I. Rep[odu0ionolthis domment,inany h,m,ispmhi5iredwii6ourthe vrinenpermission from blAoalTmsset-AmhooyLTonSoIII, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Std. Pac./6811 El A A0119804 XCAS6811AM HRC . Diagonal Hip Girder 2 �PIY 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-10-10 24-15 3x4 = Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:29 2016 2-0-0 4-5-0 LOADING (psf) SPACING- 2-0-0 CS'_ - TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 15.0 Lumber DOL 1.25 BC 0.41 BCLL 0.0 * Rep Stress Incr NO WB 0.19 BCDL 10.0 Code FBC2014frP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 54/Mechanical 2 = 417/0-10-15 (min. 0-1-8) 7 = 414/Mechanical Max Harz 2 = 166(LC 14) Max Uplift 5 = -38(LC 6) 2 = -255(LC 4) 7 = -227(LC 7) Max Grav 5 = 54(LC 1) 2 = 417(LC 1) 7 = 414(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-478/199, 3-16=-482/219, 3-17=-822/424, 4-17=-810/418 BOT CHORD 2-19=-269/450, 11-19=-269/450, 10-11=-325/547, 9-10=-223/420, 3-9=-458/815, 8-9=445f788, 8-20=-445/788, 7-20=-445/788 WEBS 4-7=-874/493,4-8=-125/312, 3-10=-659/391 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.04 10 >999 360 MT20 244/190 Vert(TL) -0.08 10 >999 240 Horz(TL) 0.02 7 n/a n/a Weight: 49 lb FT = 0% NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5, 255 lb uplift at joint 2 and 227 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 102 lb up at 1-4-9, 88 lb down and 102 lb up at 1-4-9, 8 lb down and 24 lb up at 4-2-8, 8 lb down and 24 lb up at 4-2-8, and 29 lb down and 36 lb up at 7-0-7, and 29 lb down and 36 lb up at 7-0-7 on top chord, and 20 Ito down and 52 lb up at 1-4-9, 20 lb down and 52 lb up at 1-4-9, 2 lb down and 5 Ib up at 4-3-4, 2 lb down and 5 Ib up at 4-3-4, and 68 lb down and 54 lb up at 7-0-7, and 68 lb down and 54 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 10-13=-20, 6-9=-20 Concentrated Loads (lb) Vert: 10=-4(F=-2, B=-2) 16=85(F=43, B=43) 17=39(F=20, B=20) 18=-26(F=-13, B=-13) 19=63(F=32, B=32) 20=-136(F=-68, B=-68) wenie;-nnw tlertss!¢rer;ewM1e lI100T flass6� 4.Lfe ;6Er3st InflS r G7kalllaAS NSSONiRL'fEP)1IXruattDiYEk1'fir¢ lrctlr Wippnm!Inced cel xhsuais inns rnlse0rtxieTpl.'; aemtm�T.rufi m: rt. knuu, skertet«e es+. r:ien oxxm><rnet mne reo,,,tt FLTsts rN,hss�IkssslfmS<i4CuhedA.r,oTrnsOesgehrm:xi.e,Si:mLTfis!oar`@:sslns�Ti,qn:ulsmsruttsnthe{sds:asnsi<rgrese�r:s�sutus64stss�deemtkTassrepkixs.sa:Toewr,�tnml.lxknpxne.�+,s,heaarussescssmhom Anthony T.TomboIII, P.E. W-dMT."4',srkiliq lsNeu,pesrrla� d6s gner,eoak s C-A rrnrdgd Atkidqe:;ga,te9e uded dhe X6, rK note lnie ll�evksARld. tk epmd dhe taheet mt fisNnrdtle Nss, uddns6uTq. nnese,usf,l'ehnnlh ysYdl re @s regcesiiJiryd a 80083 ' nereirwlo,sigslbdeam.reeds,eaugToceedarrmardised::n�raero tidnt a,aapaprdsnrrrottu*ai�eeadk���draeae.mtt�e:gray,ara�,ndknsdmTe3s:u: r,Tre,smrgs5eeemtnssuudmm�:rdrss 445, 5t. Lucie Blvd. slknm:ierm>akre;«nmspmaeresm.mrsydl rcne: mdr9. It.J—DWSabrfin, is kgsnekaug oesi ,;,rlros; snumrsswn dng k,:!ras.marndeea!ma:ns na:roudatns. Fort Pierce, FL 34946 Copyright 02016 A4 Roof hisses- Arthanyl.Tambo all, P.L Reprodurtian olthisdocument,in any farm, is prohibited withoutthe written permission from Ad Roof Busses-AmshonYLTombe Rl, P,t, Job Truss Truss Type 4ty Ply Std. Pac./6811 El A XCAS6811AM J5 Jack -Open 3 1 A0119805 Al P—f-r.-- FnA IX— G, gAOAR A--;,....;.,..,....__ Job Reference optional) e ,` a , u ��•� ee, Pans: o.020 s „ug 31 2016 Print. a.uzu s Aug 31 2u16 METek Industries, Inc. Mon Dec 12 14:35:29 2016 Page 1 ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-vH9UIfVpIMTICIpgLhjTWC213p6AIXuwRECPDxy9hly 4-2-8 _ 4-2-8 2x4 - 4-2-8 4-2-8 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.04 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix -MP Weight: 17 lb FT = 0%n LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 122/Mechanical 2 = 295/0-8-0 (min. 0-1-8) 4 = 50/Mechanical Max Harz 2 = 127(LC 8) Max Uplift 3 = -98(LC 12) 2 = -196(LC 8) Max Grav 3 = 122(LC 1) 2 = 295(LC 1) 4 = 77(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3 and 196 lb uplift at joint 2. LOAD CASE(S) Standard xemeE nnnnu�nEn .rn Caro rnussn fuun;snau r EusrrmmnessEnEau EOEtlinrenEownrE� merwq,w, nnw nrw„ne,m„rny,on.mrpm �aa,,m�r.r..r:d:u.EdnnniknEdn,w. edn„r .n„a Emrt,I D' EN,En, h. T., snrhn,tEsac�pE„ddt.g—,0:sg,?,.AgW.,A,Wigm.V.,bo,.dduAsx§,InAB,pdov"hq on191-1. dmhh; @tkupd@zs�Eh rm;ry nr�loomt.ninmE. Evenpnanrins, u�rtEmuu,,, uaneq Anthony �.Tomt>oIII,P.E. n, Idlf o," ni ho.dr. med„sd,d u WOO ndimnl mi dnerrilr 6 ennte Nxadan±rt5 dfi.N11 INWM r, ednnm rn Yd Ana. Inl fduesden nhbls MAN, dn:ln„0nipn,➢e,s Onip hp.,dlm, Vn*dA .N,,, ' 80083 ®1 1 N ri ep h 41 r pu p N ,&irinkfa¢IIE, rmnod,pnirynh nticp Yldl Ernes 4n6N. lhln,t Oedp 6lhee, I, IOrde biiligOedE�,aT,ns.<Edes 6Vnn degMWmp. N ninitrd tea, m,tdeAe,In;nrL 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 (oppig6I�ZQ16A�lloaf iu„t,•Anihooyr.lonColB,p.F. Raproduuiannlthis dummeotinany hrm,i,pm6ihAedwiE6omthe arinenpermi„ioafrom 6-IRoof Im„e,-Amhnoyi.ianboIII, p.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A A0119806 XCAS6811AM J7 Jack -Open 13 1 Job Reference (optional) Al Roof Trusses, Fort.Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:29 2016 Page 1 I D:cS2yUAsdrwV4V5ztDIW WpPzmH46-vH9UIfVpIMTIClpgLhjTWC2GOp?8IXuwRECPDxy9hly 6-2-0 6-2-0 Dead Load Dell. = 1/8 in 3x4 = LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 4-8 >583 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.19 4-8 >396 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 189/Mechanical 2 = 378/0-8-0 (min. 0-1-8) 4 = 75/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 3 = -151(LC 12) 2 = -224(LC 8) Max Grav 3 = 189(LC 1) 2 = 378(LC 1) 4 = 114(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3 and 224 Its uplift at joint 2. LOAD CASE(S) Standard txtt�-r(t,sant�tt[(trR�trnt�rtrgr*rns<sn=i(r;;reartr�ssuzomuct(rrox{'rw-�Iraaaat[osu[u•runrtmtte,�np,e�ttttt(Itueo<nu>tisrrtlse�!ytaa..rp(�,mam(nsRrrrt�f m:rt.(rt,n,,sw!reteitf:3tktturrrcam!a+t(metteg.tdr {(1T!l6Si@t�[i[S 5�7I t.°tft((1'�f)rr:W[fld:i rfILU5O:5RL(trO:Y(I:r�rt:lt("f(LrIM.?tpd:!Yt feS(rgvitrR!@I!191GI)PffiEdRtrfAii51W1ltiripYf¢jr#Q.511111r(dr Qt ltUt9Qmt!9�e tR?i(tt2f�{((S!I(IrtElr,fEltl rrrr.(�: dttirlfl:[ptL{t5, �f�lt ttl(111f4R1�t1kAj Anthony T. TOnrtro III, P.E. Itd tstei e!:sTnss Wr mrkud*s is Nl iespno lirydta O.tq /c G.xisoallured qad ss li:k!Ifmgg:s ,m9e utleddfxOGde lG a(fselaAhillis3nL ueRli Ike eprf!durl5elggnemfi:NmftMlnss i{dtdrtlF¢Idvl slpge,ufid'ehmtti hnrcr sld le men<.IasngtttA �E80083 6e rrlrey g:sigxl4rrtdm. AHtsltssPlfsulklgCnl!4p{Eisr>m/ireefwstimki.6q Geptetlstt¢NtsoAem;r(SRrtlfi;ta(Itlg idSiLl si setmrfisxmflpietae. iNi degmRt resrnsdela;es nikntsdstelrross gtie,Tsass geliptq.{eandlnss Nnehtlnfi,nlns 44515t. Lucie Blvd. .d_hsfihders(rohW wsedgnk tams er di ld�es I [ Aialnsskrigbim, I, rol A, bliigD,sIM,rtLnsSl t.Etib>ea!fg4rlilq. Nfryn!deel loos uorsEdfudniil 1. Fort Pierce, FL 34946 (opyrigdt 0 2016 Ad loof Susses-Amdonyl. Tumbo 111, R.I, Repioduaiue of this domment,in ny form, is prohibited withoutim millers permission from A-1 Raof f osses- Artdony 1.lombo III, F.I. Job Truss Truss Type Qty PIY Std. Pac./6811 El A XCAS6811AM RA Jack -Open 4 1 A0119807 Job Reference (optional) 00 cusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:30 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-NTjsW?VRWgbcgSOsvOEi3QaQGDJaU_83guyymOy9hlx -1 4-0 2-8-0 6-2-0 - 1.4-0 248-0 3-6-0 1=4 II 2x4 = Dead Load Defl. = 1/8 in 0 6 N eV 12-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.16 5-0 >468 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.19 5-0 >377 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MR Weight: 25 lb FT = O% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4 = 165/Mechanical 2 = 393/0-8-0 (min. 0-1-8) 5 = 106/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 4 = -118(LC 12) 2 = -217(LC 8) 5 = -26(LC 12) Max Grav 4 = 165(LC 1) 2 = 393(LC 1) 5 = 124(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-415/275 BOT CHORD 2-7=-438/435, 3-6=-435/438 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 118 lb uplift at joint 4, 217 lb uplift at joint 2 and 26 lb uplift at joint 5. LOAD CASE(S) Standard resnr-ri�,e,mtrys:�. ep•g uas; nnsn; u��a';atesn rres a rosoineu rmsous-emanuewsm;tmr nm mar twpr�,:.nn W me res, a m: rn,: hs�po�.�poo;;,a n: s:m.gr. r..rR m: rr. r�,s, srma�e „, coca xA.i,e rndm e: no.wt wlrtmsArrWessldlsz�serear3e iQChr<sdi rsermsorege s,rimwita.drrurer 6�leeseLusrip; rgrcul:mrcgeasEmiNmsirnlmriamwgroymarlrydrderrsyd6esu(ar:ry�a re�emoulr,wn mt r�eauisnuoras,, pus mrouc,uaq Anthony T. Tombo Ill, P.E. me nedeusim:lu: sgdiE#rirMmrnru:tigdEtOngdg.xhm&md gxCn ne kiff rgnya,utEeutle,l:tifep:,&rlxarlirinlS,9tigaHnI RF1.Re:nnnldhri0gataefiMrse CBerms; ndetiyk+eToy rlage,M6Celiwnrkay sitl;hden:rnxiitliryd : 580083 ' mrrx�oeGpucl6>Ee9rt.dgnitui qk Ligdm Wdut Do Ws Glxr ils-Is10Ggttntd 11Mem II-S41"I'lle VFffly AGee All gVidhIsd1 adeftntmTR 1mdenryn Flan niAnesdR6rss re pe,Lem krgr lq eesnllnsr yn fivaei,nks 44515t. Lucie Blvd. rMiwwrhhalWerxnmlryeedrynknGgirdlroAushnlreAlteimtkDp6rbnlsr0r5rtrlllgOr:Ipe,aLntStrhargtr:ein'eql�IlNr.tllcgtldtrdhrnrmmOrAnlwill�l. � Fort�.PierCe,FL 34946 (opytight02016A-IRooffrosses•AmhonyLTombs 111,P.E. Reproduction of This dotomenr,inonyform,isprnhi60edwithoutihewrinenpermission from A -I RoofTsussas-AmbooyLfamho111,P.E. Job Truss Truss Type Qty ply Std. Pac./6811 El A A0119808 XCAS6811AM J7C Jack -Open 4 1 Job Reference (optional) At mooi trusses, run merce, rL avow, aeslgnLa I tFuss.Goln -1-4-0 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide, REACTIONS. (lb/size) 4 = 155/Mechanical 2 = 378/0-8-0 (min. 0-1-8) 5 = 109/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 4 =-111(LC 12) 2 =-224(LC 8) 5 = -36(LC 12) Max Grav 4 = 155(LC 1) 2 = 378(LC 1) 5 = 116(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/344 BOT CHORD 2-7=-503/447 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) All plates are MT20 plates unless otherwise indicated. rcunc o.ucu a Huy a I cu Io r1 Int. o.ucu a Huy a I cu Io Iwn I an uluuau sea, uw. IV —I — Ic sv-oo.ou ZVIa Dead Load Defl. = 1/8 in 0 0 I N N I� m 0 LX4 II CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TIC 0.58 Vert(LL) 0.13 5-0 >555 360 MT20 244/190 BC 0.97 Vert(TL) -0.15 5-6 >486 240 MT20HS 187/143 WB 0.00 Horz(TL) 0.03 5 n/a n/a Matrix -MR Weight: 24 lb FT = 0% 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 4, 224 lb uplift at joint 2 and 36 lb uplift at joint 5. LOAD CASE(S) Standard 9aeur•Flnu wenqurrerxY �e7�110!?tDSS6�3?I10^y 6EE3L IEUlS 6rbYDI6ClSNS?OY'tL7l'ft[r673:F[51F:iT6r¢IuRfleilp p�e3�n ulrnl Wcu Eislnu6esiteDnvelPfA:yml ttelatufl.ink �;rf.IhmfYer. tefar re.Cd<netnane tdelaGe?GD,N! VsTlEramskrtldrs sMlknetk; Se?LCnlldt AstLns ..-FEq®+a[i.e,SlnuDr6ti ,tl:sMnI fit TDONr,nMlNf. f9ehsys lruelens,laEdrndtitu Imildt Anthony T. Toontio III, P.E. nlneefl7n Tnn br sgdifDn is Cnnpail:Itlldh Ona,MDnds er@erhd elea'nw:killmt0::ga,n3e ndeddhl Or.ftrlDC nl lulonlDrilGq lrL•sMltFl. IFe epmddlil lODul mrfi:N.ud91Tnss;adetiyhnlay dnge,nnlieawnlhsuq sidlhdl nstusiNirydf 80083 I lie tdlfegD:sign¢d Gneart.IDexfusleduu:lDCnlde psCim nl pile�ndiwlefW�q GgserelS:.nr ldnasliw(II1Qre16:&1IrIH nl SIEAnldamal Wrinadpideee. IFel Nnssfte ngnsmli5n nil:arsdln lnn O:slea,Tnn re:iFs lgeeanllnssVmhdnn; Nns 4451 St. Lucie Blvd. ennwtnhfmelErrr■nmgrnagnmvmyilalreaa,unnel.Ita rnnac�,ulmnnrtDrmw:lligDNarer;n?nr; slnea uEmn afnE wily. ui npwad rearmnacndrcml_ Fort Pierce, FL 34946 (opydghi020161dRooiLusses-Anthonyl.Tombo111,P.E. Replodunlonoltbisdommem,inanyhim, isprohibitedwithouf?Aewl!Hen permissionfrom A-IRoolfmsses- Anthony LTomboIII, p,E. Job Truss Truss Type city. Ply Std. Pac./6811 El A XCAS6811AM RD Jack -Open 2 1 A0119809 Al o..,.e •r...— F - Job Reference o tional s, ort fierce, FL 34946, design@a I truss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:31 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-rgHEjLW3HJTRcz2S6mxbd7bNdrvDRODuYhVlgy9hlw 6-2-0 6-2.0 Dead Load DeO. =1/8 in 3x4 = LOADING (psi) SPACING- 2-M CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.14 3-0 >507 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.19 3-6 >382 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 19 lb FT = O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 275/0-8-0 (min. 0-1-8) 2 = 195/Mechanical 3 = 80/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = -103(LC 8) 2 = -154(LC 8) Max Grav 1 = 275(LC 1) 2 = 195(LC 1) 3 = 116(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 1 and 154 lb uplift at joint 2. LOAD CASE(S) Standard r.,kl.li�sseo,ysgn.hrc!•t no:, nairsruslmm�u louse(adaneurm@d^lcr:rTwcsaele(ss:rrrun urel kssppe<•�sns msntm!snc�s rn,shs�Pd,.�p(nc;w@,!s@.(r.r..l. m✓:.mnssn sarmn,.� g!ssn ss�.,n szdn@! ao.mr wT!kaRrp tssMk,setlxdelWdlt sdt 4,ImsU!gGrie SiemEs(yu RessMunSlg gn nfs m,egrastNrrut;s w,inso nrryronderyfn@t!!gdeemy!rn:(y 7dn�lgg,dl,ntn 1141. 1Yk ysrma(e s,,4 inr ukug mdie( @s@,ndr;uisnskRl!msdiplelse(duLdatlh!glrtrr.!dNryenshssns RsHd'alploellrOnClGns(4hnhrnsLtnINsnsnlnp kTpAGdgdmen4l0sflq9r(drzt pM!NdigSdg!hslplinn,untilatrn7sSs�shresi6[Ag9tslarrdxsnry lkS!lilG(1qm. Lrdlne,iaudt¢WsiM(�arv;ltdo,spmsils�rdndds�.nd1id6kt1lmirsroiimm. e@srne!yun.s<krda,ra.,l,,A:gdeasdl.y@!xmsrs�spg,:sxRsya,,.T:nasssrgmd.l,,(drpHnaa�Nswin!t,ssm4mn@.rRhrsnrw,Nd(!dss Anthony. Tombo III, P.E. .E.W-1h,T.,t!r�sd,sn n,d: d U—,IG.,?"dandgtdu d:4>t!a. �Q,kenddd@scestttolrrmexwq�kenl. a 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946' (oppight02016A4RaalTrussas-AmhonyLTomhoIII, P.F. Reptedunion elthis duament, in emY farm, is Prohibited Without the WiMpersaistion from A-] 110afflosses -A ebony T. Tomba 111, F.F. Job Truss Truss Type City Std. Pac./6811 El A A0119810 XCAS6811AM J7E Jack -Open 4 �PIY 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:31 2016 Page 1 ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-rgHEjLW3HJTRcz2S6mxbd7crdffDRODuYhVlgy9hlw 3-2-0 6-2-0 3-2-0 3-0-0 2x4 = 3x6 = 7x14 MT20HSII 3-2-0 6-2-0 3-2-0 3-0-0 Dead Load Defl. = 1/8 in 0 0 t_ N N O O Plate Offsets (X Y)— [2:0-1-12 0-5-4] [5:0-0-0 0-1-12] [6.1-1-4 0-3-8] [6:0-0-0 0-1-12] [6:Edge 2-10-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.15 4-5 >495 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.18 4-5 >397 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 295/Mechanical 3 = 160/Mechanical 4 = 126/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = -93(LC 8) 3 = -113(LC 8) 4 = -34(LC 8) Max Grav 1 = 295(LC 1) 3 = 160(LC 1) 4 = 142(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=469/406 BOT CHORD 1-6=-581/480, 2-5=-480/581 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf-, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1, 113 lb uplift at joint 3 and 34 lb uplift at joint 4. LOAD CASE(S) Standard ....... .. .. ... 6a�s;•fltnr4srn;J[saurPos'k!E"'r."1116Ls'i SEttit'fAiHz€9ts4:fmlCi;gsi ([Sfiti L'SD9ri".i3E17?Xt'him. rtt kc mastas�see£[dezzz 63 ism Cai Tom ilDD;nllkslzhzs l..z�sp,ri4knu krCEfin ne. tlinzaAnrzs zt�tdnSt R$ YJ:`ti:eash;; es st;Cde stdfa6tlDfnnsot�!!sk'sssDds�ps: een i'.n,�rtistq ueu�2e ns;nm76Qrsprrutsnztnpieredds dzu nlrtiznsi pesspsn i€sp fa 5eksys ittsgpNTins is[i�efmke f96a(t,atal[IL':trdtsrtans<apMm,wsr;.mans, sxtdua; Anthony T. Tombo tl;, P.E. adnadsihinninzgLnidapuierupet;lr<nxUxSnv,dsCeetfzz3niMryWum X-dsg3niper.a5nsanti klfY MW"dWd111nttWIN E. TkgFddHe1Miaq`:idn.sd3e ns4:ustiyS�isycngpa.ter nrdhum; sisLt 6s zstusfii i;d #80083 44515t.LucieBlvd. '$tEnitizieziysswSfeeAa3r.74aznsdsst¢ISst:6�[x;sxtusmiX.k:'nest[ktRiUa7@a}wsdShcM,vemniSSEtptlisEait[tHctShfmsehiezudtrt;t olgidaatt9d7sEiees4eu;izsnrdasnt#tissCdsrnsstles.�rternnQicgs[sXxtesefrrtsY, tdnu,n�ns -: aDnahaheltparrxgeHgnhaaa©;4}stlpuXnsnhr47kst rss Desgsra;hsxi:X4.3s isia;:attpx,arnssi}shafspseesdaiddtisi, f„ss}ila;aetc:mcddnifl'L Fort Pierce, FL 34946 lonrigki02016A-IAoollusses-Ambuyl.lomtoIII,?I. Fepmdotiianodt6iidozvmoottinoay(ssm>isprobi6itt6•it600ilhewzitteop¢rmissianhomd-itaalirossts-AnlhnayLiam6oElI,P.E Job Truss Truss Type Qty Std. Pac./6811 El A XCAS6811AM MV2 JIY Valley 4 1 A0119811 Job Reference (optional) Ai RoofTrusses, russes, Fort Pierce, FL 34946, oessgnLaitruss.com Kun: 7.630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Dec 12 14:35:31 2016 Page 1 I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-rgHEjLW3HJTRcz2S6mxbd7lBdtgDRODuYhVlgy9hlw 2-0-0 4.00 12 2 3 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 48/1-11-4 (min. 0-1-8) 2 = 37/1-11-4 (min. 0-1-8) 3 = 11/1-11-4 (min. 0-1-8) Max Horz 1 = 23(LC 8) Max Uplift 1 = -18(LC 8) 2 = -32(LC 8) Max Grav 1 = 48(LC 1) 2 = 37(LC 1) 3 = 21(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 32 lb uplift at joint 2. LOAD CASE(S) Standard -'- 1Pmnl•Plem:sssdl+c+u?t Qs'td r}3?BOSS:s{itUftAULLitt4'.AtOtif;95(Fi1C"68!a�,ttsFOBiJGufll`6re. Inlr recprnpe7nsaise+taksarisLsn M.Jsa`.rrnsQCHnIIk:Seri+r,/.f+rr»tlLltr+lnnnSsmkfiss n+. 0i+u s5nN+s7ssluL iE4,asr. tdb4uttrAslis+s ssdNn+dW6e fDEni+n�l;skns A:q+tgaen L,SFstdry SQu+r}te uCneglPOupr+ussnaurys:+do+s<ak+simt+qo++siyngnsAihyM4+nsiSs,(Msuss+Lns igaAwQs12O++h,sMa7ttL Mbsistnsn pe;w.Is,Ersavuies,sse+l t! Anthony T. Tombo Ili, P.E. ' ao fthlnnhratAltupnxrrµe4li��thd.eer,6sGndsadpudgrond+rr.':iasO+spy+e,uWertdmitl+!I(, �WsLFndiw"imral+rdSila.ruglmtldnsl iWar5+N:udO+fins, iiiy'a%symulx,hsn�a++�dkxgss+As+d++*+ sd Tornb It lddnlEr,O—Ifnurc*. 79ostsnWaMPOe/furraJt+salgaS!FmslM[u(dzg4gttniSd[{h ac�sarlti�n#IiskilS UlndS6L sn sdersc�dhsrnNy�vdnn.fillavusl+nryar."s5.5r»sndR*inf: Rr SnnOssymy(nu Nvpaftwo(ints it srtsre,nlns 44515k Lucie Blvd, 083 atnoutehulh 4(0W'7utq+s drsrd"nrlr+dlsNnsushd O+isnso+si}t hl� wjs Not At Weal4'i W'n I mS}snnuisnu rim W.tnj, irurnx3dtnum u 011 ki ltl. CopyripolC'i016A-1Aoallissses•AntEeoyl.lomEoIII,P,EFepmduuionoftisdommedt,inany low, isprabibited.'aboenhemiGeopamissioibomA-1loaf ties-Aaf6eeyl.tex6aIII,P.E Fort Plerce,FL34945 Job Truss Truss Type City Ply Std. Pac./6811 El A A0119812 XCAS6811AM MV3 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:32 2016 Page 1 I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-JsrdxhXh2HrK3mYFOpHA8rfim1 DkyteM7CR3gGy9hly 2-8-8 2-8-8 v a 0 2x4 4.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 80/2-7-12 (min. 0-1-8) 2 = 62/2-7-12 (min. 0-1-8) 3 = 18/2-7-12 (min. 0-1-8) Max Horz 1 = 37(LC 8) Max Uplift 1 = -31(LC 8) 2 = -52(LC 8) Max Grav 1 = 80(LC 1) 2 = 62(LC 1) 3 = 35(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 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 31 lb uplift at joint 1 and 52 lb uplift at joint 2. LOAD CASE(S) Standard i6ttaar •netse�tatgdymkx t4'41 rOrTIPSki(SEYtI'yEfi[rs! ittsC tC6�dprS ltS1W!{4l!Q1Stu16h;S66i!fld'hta. tttlr kcte. ymxhu w2seteusnaltit irua Pasf7arataieiilOC;NRa lfriatyl.!amai!Lr2UMew etrdlthn est. �m Ctnaa ptei a@etC4,uEy iti!t4;wae;hnpttes shkn!drw 6e 164bNaaM.lstT+rstt:gah{bem a.,$tifiyryurtr�4t saa;quylCRrtvest';astyimta'!s=hahuradacnr!yraspaat'itry In C+e[etipdCxtfy6Lnt iali;tda.fltr96tt!pafn llid.:ttat!nmsstwn„aq aweteksrdi.�; Anthony T. Tornbo llr, P.E. adnattNttrnnlerarWtiyq rr�ttulCthl6a5seu, de C�uftae§aitdyedaCs to WiJni,u&rateill7kJr,3eQ;al6:IrtdldGy;tf:rdir!I. iStyr<tddtltl'.eaiar5ald,tdd[:n;y.vtiuysz xymiyt,a:SdAinadlrrr, :6vGlaea¢yvauli: d - {60083 U10biNgw.wrtaCm,$9nt. S401WlQer'6nefv;W.lfnlrn:Ems Of" 6PIEl'!i(eC)aaaA',SL�3:1�wfndHOR(jtEaiOt t}RIM Stu V1Ia"aArt"Mt�Aeae:I.RLI�RSiken;/0ai3`dratpleAltO!Rtl�tf6tfy@u;rrytf�iTtE1[�BMttll;itnkaliltmta,wtess 44515t.Lucie Blvd. Gpf(tlGktttftljai4Aetd:Niqubxleolty d!yileatlithr(ltil'NfOtdytfl;4tY ite9!tt9ttltrttf}aYMraSSSlShnteyiAta;dHJ laCtup, l9 uiAc.gtltnet Ql l:1.¢.ItI {t trbl. Fort Pierce, FL 34946 Lopyri6410t016A-iPaoibouts-AmAoeyl.lomboIII, P1 Peptodudion0Ihisduumat,inany tetrt>ispm6i6ited.itbouIle wsittenpermissionfmmA-ltootlrones-Anihenyl.lemboill:U Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM MV4 Valley 3 1 AO119813 Job Reference (optional) ,.,, , , FUSSES, u" vmi—, r-t- .rtavo, ucsiynkwd i sruss.win Run: /.630 s 3ui2ts 2ulb YOnC tS.UYU S Aug 31 ZU16 Mil ek Industries, Inc. Mon Dec 12 14:35:32 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-JsrdxhXh2HrK3mYFOpHA8rfrQ1 CkyteM7CR3gGy9hly 4-0.0 , snn� 2x4 1.5x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.33 Vert(LL) n/a - We 999 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min. 0-1-8) 3 = 131/3-11-4 (min. 0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 72 lb uplift at joint 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% w d,#T,Pmr aMym er'alt3irlSZrS1uEn,Q111t(ilt!C1tULtgri(iSICN{E70)![t9Ai9rtairu lattrlataEurdteduttstSMIRn6anm6ylM;ta34thfiml.ltrao4,r£U-Mu'endtrtxteWt. 0tr.aaSimi Ott wAr Itlelttitr yi2ts tM:6ttstdta3e ID6uII frrj D!IT�a1f ia:4!TtyuM5l,SStCtey r6Qlt11�$t tttiNRrT6Ptt�tSt}:pi.Q(IW'.I[@1Ft�11fGI R'�IttllGyetYrtlLs:It7ld S!NUrf{(IltW�tTIi53/tjilltttpnt Tl6Rh, Wt/i lrli. 7l tiiljf lfiYDlttA:.l> (t!L}lrS,a �i11':}r slutstNsinnhutt Jdayecsrryutilrirya'tlt6.tu,d!6nefs!e5a'vd!reuuAtk'hy6nysa,6trttseIIiM!Y(,3t Mrd Mhcd lGtul et�td itl1. lkgpuddgtT:OMtry nid:udtt "snU3fst snr �n,�atadlt sstaltotr Anthony T. Tombo 111, P.E. ' tr 80083 le l+otighalm trlaral d,utnat lk"rtJOsxt�IsaStuettukauf!sMkVayft¢ SdKr tesmsID¢!SICShIe}IisldhlNadSW msehsetc�dMreacefyAha�Rk?9rfi!u4t reshassz untAt�n flNTnuMsgsr, Irsn Pzcn S!jaeret irtssYmlrtMa.rdus itn�sin A5td3)ararM!ytdqu6m1b51t eryssnu 3tl!LtL lri!us6eags65hmbhpl tl M'einriulpa.>,<a L'uslishn resiueld�l Gy, lrujiH'miMasmtt!!„tdhlfl-I. QQSt St, LUGie Blvd, t'epyriphl0 2016 A-18oallsesses-Anthony 1.Ie1111Sn ill, P,L 1tprodudi0n oithis 11e!emtd.13 any lam is Prohibited Qb0al the rrireo permiuianfiem A -I totiinnes-Anihoeyl, Tam6n III, P.E. Fort Pierce, FL 34946 10 Job Truss Truss Type Oty PIY Std. Pac./6811 El A ' A0119814 XCAS6811AM MV5 Valley 1 1 Jab Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 312016 MTek Industries, Inc. Mon Dec 12 14:35:32 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-JsrdxhXh2HrK3mYFOpHABrfsal CnyteM7CR3gGy9hl 3-11-8 3-11-8 2x4 —r n 1.5x4 II 2 3 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC ,0.32 BC 0.09 WB 0.00 Matrix-P DEFL. in (loc) I/deft Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.00 n/a Ud 999 999 n/a PLATES GRIP MT20 244/190 Weight: 12 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 50 lb uplift at WEBS 2x4 SP No.3 joint 1 and 71 lb uplift at joint 3. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc LOAD CASE(S) pur ins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 12913-10-12 (min. 0-1-8) 3 = 129/3-10-12 (min. 0-1-8) Max Horz 1 = 60(LC 8) Max Uplift 1 = -50(LC 8) 3 = -71(LC 8) Max Grav 1 = 129(LC 1) 3 = 129(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1,25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "' c'ocq•Pgm»:rarJtse!k�do7rr7urtlibk's(SEU'J'pP.FsJIl iEt4S6rgA:iitMrt3rg@{'W'U`It:lAg .^.Ei'Ltll'hra lnA�kcrt rcuetr[dsetLtnesulisSnn ienye ia*sg1lCFall4rl u!1.Ieaxiltl,rt.UhumSlrnkhtt Rc rAnsex.40 dol Ott 29,uh ki':dtrueiar rites shakesdinke iDPtoNssgi l:eT�ss;rys&{inn yis,Srauiry rs;nrurAa ss nurlUgrgrne suxupsmcm rksued r«prenig opus'dtrytatuaesipdGesiglsTinary:idmUrt30uh•mn Rl i, ttrpsip nuxriam.luLg mda m,s+sd t; Anthony T. Tombo 111, P.E. odmddls lnntaurA3bgnss u{usilivrfN!7an,dsC.ufsn5ovdgWus6er.8si LsgxyUYxc3orAdU!gt,St Q' of IkI dWitiaftod7Nl. TngpnddbritlA of urSeidrtrltlt:mt + isric�irysurge, astel' wrdlr lid is Annpawr40 #60083 'etrotsgernpcultuAtA.sgettts:n�rAmtrd�fr r snag nneA e�+�rua ss t mnEiarrs llaulrrnReuamm �nar�r�ala ma mlld�ns�ngna ;nrf nrerrnnwr :rnntlscn tern rat inss Yra eana.uess 4451 St, Lucie Blvd. atasainNAMiteCuanf agulgebembgl.dtaan �ni!eL TO hiss hol'bi4mb Rai If Wflq Snips,m 1n'Slplmbpotc Otm htar. igariltmdtncsmcls`,ulniti 1. Fort Pierce, FL 34946 ropyright01016A-]Rod Tirsses-Anihonyl. Tomb 111,P,E,gepredusrionoflhlsdaenmeLinany I'MisprebUttl A041thearibenpetmissior,homA-l1100MIssts•Aai6noyl.lomtoIlk, P.L Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM MV7 Valley 1 1 A0119815 o--t r- -----, �, Job Reference (optional) �� �• • , •�• �� y„tea , t ,��.w !t Rut t. t.vzu b Hpr ou 2u w P6nr, n.UZU s Hug al zui b Mt i eK inaustnes, Inc. Mon Dec 12 14:35:33 2016 Pagel ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-n2P?81 YJpbzBhw7RaWoPh2CxVQWHhKuVMsAeMjy9hlu 5-2-8 .1nr n 1.5x4 II 2 3 2x4 i:—� 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1,25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - .TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 185/5-1-12 (min. 0-1-8) 3 = 185/5-1-12 (min. 0-1-8) Max Horz 1 = 86(LC 8) Max Uplift 1 _ -72(LC 8) 3 =-101(LC 8) Max Grav 1 = 185(LC 1) 3 = 185(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-173/286 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 101 lb uplift at joint 3. LOAD CASE(S) Standard c .nemt� 'rmlmstse'a �- aer �!. 1 nsnuss;fsEuryrtanuacre�menrautnra{rruls;sr�!raatlerma.rtr�stcRr�tmaotttatsti:a�rinn�:yta,.nru[;mntt�ttrl.!trstm,u.un,tRtsrmurntnt.rxn:l�t.!nnatst,aeno,ay 4i'el;taetari;as!•Nasafa6m lDbdkn!31srF+ssll:ir+E eny�t,fNaAl atnyltm;naslCgregttum;amttwadutpths itd l�ietngga:}ws3+*ry to 6ringtdwt�t!:Lrn itraN�nll90ah,nrtt nw. iitas ttss xa:, trata atr ses,r tTar, Anthony T. Tombo 111, P.E. a!entaaurnnterarkatagamaret!�o.et;�c.etsts�autcpwaetr.!Ataat9y,a,ut.rt�nan,ar,aama�mdtwimi;lu�ann.nvm,aean�wtttntu ;tart.�,,,,�;<wgsmttst,�mr�tt,�ae�,steunttty�,;u��r �60083 ' 2tlaAgrlup nlntaAu,AIM. 6ntlaMSep#tt�rknnr�AltalgGapxSiatt a4tt@CSr�iiilkrin61S11atfatf�[.P-11dt1Z.ifl-IdCt19S11jfIARgSUIdFtSRNIrµ3alti�,rt„a ar,� QeTRtst�taa«.tat9t 44515t Lucie Blvd. oRataludrNetit t rrxSRisTetgtt han'aart NrtrxesntFt4 ;itl.ns atsi}+6gatxis N513s lrringctstgss,a tros'nma h trxaaa iatitr to mMildnmm m u hlek ilK Fort PiereO, FL 34946 lopyigbiQ2giaA-1RoofTtnsses-An!benyl.lombo111,P1 keprodaaioaoit Sdomoment.inany lnmma,isprabibited.uboatlbew�rimnpermissionhomA-1Rod1rosses-Ambaayl.Tombe111,RE l i Job Truss Truss Type City PIY Std. Pac./6811 El A A0119816 XCAS6811AM V4 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Augi�j 016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:33 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-n2P?81 YJpbzBhw7RaWoPh2C41 QZahKuVMsAcMjy9hlu 2-0-0 4-0-0 2-0-0 2-0-0 4.00 12 2 2x4 4-0-0 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP " TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 1 = 9513-10-8 (min.0-1-8) 3 = 9513-10-8 (min. 0-1-8) Max Horz 1 = 8(LC 12) Max Uplift 1 = -40(LC 8) 3 = -40(LC 9) Max Grav 1 = 95(LC 1) 3 = 95(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and anv other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 40 lb uplift at joint 3. LOAD CASE(S) Standard Iem r•nr.n �pmn.me+lar.,(nussafsturkrumtuwst,mutoaswaLdhl,-.rr wu.umoumntw+naeoeu4m.awrnaaTc,xr ki':esueuJctrizls sN?kndfc�mt@Emnnld. 4!tG+ss➢nys (e{inn{.a,!(Hrtiry rqn nq'+es+to errlOPrspnrssncutitvadpr pe9si taelegmruiynrryts ilei to melaipdm+s�SLnsigtlNalk(lDah.ain l!(L(trNslPesuapiaes, bsfercnC€nks 3a9fa; Anthony T. Tombo IH, P.E. emEned6ls (n[sfnmkJt a:srrtntiiUhatM axu4d:Cau7t sa5nisdstsder6etr rmtOnipe�,u(xes�eildds9(,3eR:ain!m�d lr;dgts(esd i(Id. TngpteddtlrLaMu(iellrect a':nsL:u:diySadixpsnnte,i!mrmeomdha'a(sleBet Mnspntttw-�($ -180083 3al+rtigCevyward(nozne3ranssttestdU+T»OQ![urratsseirs�lt`nesdMtaitrqt+c}neS,Sdeyuin4ttSi<r'idlisae4i}I(ImIStJmte(nn[dlnrsscslg+ilm7.(PI.6le3vesiengnsiTJfssnlYflesddrL ss0[urn,(nnRreg6taeuet(nnxmlemns,atess 4451 St. Lucie Blvd, save.meaeadlr+(crdovwlRmm�:ta(gm(mninme4Det:nrDesfy,ti3 iegal iftrayEnrgs,w(anSjrhn&{imt+iet6uliy,7'JusYsinimtcstnttls`.rdnl(Ei, Fort Pierce, FL 34946 ropyri0h122016A-1Raoninses-Anthnnyl.lomhoIII,P,E, Peprodouionofthisdosamen,inanyfatm>isprovibitedwA001the wrinenpermisswftomA-lteoiLrsses-Amhaayl.iamho114P.1 Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM V8 Valley 1 1 A0119817 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Dec 12 14:35:33 2016 Page 1 ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-n2P?81 YJpbzBhw7RaWoPh2COzQY?hJ 1 VMsAcMjy9hlu 4-0-0 8-0-0 4-0-0 4-0-0 a 0 2x4 4.00 12 4x4 = 1.5x4 II 2x4 4 0 0-6112 7-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 13417-10-8 (min. 0-1-8) 3 = 134/7-10-8 (min. 0-1-8) 4 = 283/7-10-8 (min. 0-1-8) Max Harz 1 = 24(LC 12) Max Uplift 1 = -72(LC 8) 3 = -75(LC 9) 4 = -86(LC 8) Max Grav 1 = 134(LC 1) 3 = 134(LC 1) 4 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-211 /314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a, live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1, 75 lb uplift at joint 3 and 86 lb uplift at joint 4. LOAD CASE(S) Standard (ussp •Neen3ta�, S sek�@e'tat:sstr�;3[sw.n'Y rtawtrrul: uoer�ars tnrex{�i;rsor:esuu�n�n. rn�at�Iregrr:�r�t,�nw imtTxilp:n�mrnCF; W M YM!; 7. btix0,rtkMew ilmk@n rse. Inc �i!rrat s>_M u@a ttD,n¢ wtr� Arlen! kn#tolniD@nknA4leh:sk:�Fgorop�SSas� n! endnWlGGnnubucuraeideFdnrado♦nnrbSngmDlk6GApdrx 1HLnril�Nz@of3GNr,�nmttkkdnnt�prc a p�ahn sn Anthony T. Tombo III, P.E. t adned@tsinnMar�.7rmp@fy!r,lnsn irydtk3.ea,6sMmie&u'vdpm«4arsiarM4.er,h@ee!&rd ACM ff,HKWd!Md briar nRuARl 1.rngrnsdd@t1@l*f tRedd ON rnstsfW4 nr,tnrye,i!hlS�x�hoYaptkChrhtnpe!&i( d - '#80083 @e luAedEe:lpn ss![nttscN. IGuae slot ®@e1GGaebrniEosel rn#'ms ltkkildegUapar.GSdeY hgrzmn�76hRkliskdit iHad SCl ae rdvwelMbnral gnfnn, St4t ltku§e nqu:iY3aatNfAes dfnTnss Gngm,tnn GeGyn fr}"seerat?nn Mwdtmrx,nle!s 6U'laddudrye(awgedgeeha�i�heCraannn!!r4;leLntDesip!kpesb 1GS@ernrLrit!ya�,erTn!tStsnotegurerdmi40w 11mural-m mes Mad 0111. Fort Pierce, Ft 34946 4451 St Lucie Blvd. Lopytig410tDldA-Itoatlrapes-AnlGeapl.lomSo III,P.E fepmdudioaaitfiisdommeot,iaanyhieLisprn6i60nd.e6ean6enri@enpermissioe6amA-IpeoiIII;P.L J IW .�4 r� A,O�r I�R!1 M-A-11 ROOF .=2— TRUSSES A. FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, _ erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered. drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax :-- www.A 1 truss.com STRUCTURAL CONNECTORS' i A MCrek'Company Hanpprs Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 1 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T3 JU524 1881, 655 750 820 510 (4) - 10d (Header) FL821.39, (2) - lOd (Joist) 11 0510.01, RR 25779 LUS24 - 670 765 825 490 - _ _ _ (4) -10d (Header) (2) -1ad (lorst) T2 JUS26 1881, 850 975 1060 1115 (4) -10d (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - _ _ _ (4)-10d(Header) 12) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 (22) - 30d (Face - Face Max Nailing) FL822.36, (6) -10d (Face'- Top Max Nailing) 08- (6) - lOd (Joist -Face Max Nailing) 0303.06, (6) - 30d (Joist - Tap Max Nailing) RR 25836 (4) -10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 - _ _ _ (6) -16d (Carried Member. Face Mount) (6) - 20d (Carded Member- Top Flange) (22) -16d (Facer Face Mount) (2) -16d (Face -Top Flange) (4) -16d (Top -Top Flange) THA1422 1835 1835 1835 - _ _ _ _ (2)-10dx 1.112 or2.10dx1-112(Carried Member) (20) -10d or (2) -10d (Face) d(Top) (4)-1od(rop) T4 THD26 1781, 2485 2855 3060 2170 (18) (Face) FL13285.35, (12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 _ _ _ (11) -10d x 1-V2 (Carried Member) (20) - IOd x 1-1/2 (Carded Member. Max Nailing) (20) -16d x 1-112 (Carrying Member) (20) -16d X 1-112 (Carrying Member- Max Nailing) t USP STRUCTURAL CONNECTORS A. MITek' Company nan�c�a Allowable Load (lbs) DF-L/SP LSL LVL_ PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3I55 3405 I550 - - - - _ (14) -16d (Face) (6) -16d (Joist) HTU26.2 2940 3340 3600 2175 - - - - _ (20)- lod(carried Member -Max Nailing) (20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) - 16d (Face) FL13285.35, (16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - _ (26)-lod x1-112(Carried Member -Max Nailing) (26) -16d (Carrying Member- Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) - 16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 S140 2000 - - - - _ (221-16d(Face) (8) -16d (Joist) HTU28.2 3820 4340 4680 3485 - - - - - (26)- 10d(Carried Member -Max Nailing) (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (19) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2750 3160 3410 1550 - - - - (14) -16d (Face) (6) -16d (Joist) USP STRUCTURAL CONNECTORS" T A MtTek' Company H-o- Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST us P 160% Label Stock No. Code Reports 100% 115% 1 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - (28) - 16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHU548 4210 4770 5140 2000 - - _ _ (22)-16d(Face) 0-16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20) -16d (Face) F1821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26.2 4355 4875 5230 2155 - - _ _ _ (20) -16d (Face) (8/ -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 ()- -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4875 5230 2155 - - _ _ _ (20)-16d(Face) M -16d polst) T32 THDH28-2 1881, 5535 7515 8025 2665 (36) -16d (Face) FL821.77, (10) - 16d (Joist) RR 25779 13116-R HGUS28.2 7460 7460 7460 3235 _ _ _ _ (36) -16d (Face) (12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36) -16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGU528-3 7460 7460 7460 3235 - _ _ (361-16d(Face) . (12) -16d (Joist) VOR....,... B f-O", STRUCTURAL CC. NNECTORSA' A MiTok' Company Fastener Comnarison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners (4) -10d (Header) (4) - lod (Header) - T1 JUS24 LUS24 (2) -10d (Joist) (2) - lod (Joist) (4) -10d (Header) (4) -10d (Header) - T2 JUS26 LUS26 (4) -10d (Joist) (4) -10d (Joist) (22) - lod (Face - Face Max Nailing) (6) -16d (Carried Member - Face Mount) (6) -10d (Face - Top Max Nailing) (6) -16d (Carried Member- Top Flange) - T3 MSH422 (6) - lod (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) - lod (Joist- Top Max Nailing) (1) -16d (Face - Top Flange) (4) - lod (Top - Top Max Nailing) (4) -16d (Top - Top Flange) 111) - 30dx 1-112 (Curried Member) (18) -16d (Face) (12) - lod x 1-1/2 (Joist) (10) -10d x 1-112 (Carried Member- Max Nal ing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) (18) -16d (Face) (14) -16d (Face) - TS THD26-2 HHUS26-2 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) (26) - lad x 1-112 (Carried Member -.Max Nalling) - T6 THD28 HTU28 (16) - lod x 1-1/2 (Joist) (16) -16d x 1-112 (Carrying Member- Max Nailing). (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2, (16) -10d (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 TH648 HHUS48 (16) -10d (Joist) (8) -16d (Joist) (20) - 16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (face) - T11 THDH26-3 HGUS26-3 (8) -16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) -16d (Joist) (12) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) -16d (Joist) (12) -16d (Joist) uslw-00 oolll STRUCTURAL CONNECTORS AMI k.' Campany 4 jV-, TE in JUS24 JUS 26 MSH 422 ... pt ;V 4x THD26 THD26-2 THD28 W A N THD28-2 THD46 THDH26-2 I V Nx UWP�,V .9 12 ,THDH26-3-- THDH28-2 ,THDH28-3 i JANUARY 8, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 - TYPICAL HIP / KING JACK CONNECTION ST-CRNRST &LVL NAILIN LVL NAILING SCHEDULE CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach Kirig Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d. x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & (2) 16d Toe Nails @ BC (Typ) FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 O MTeI< USA, Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD [1[1 �o Trusses Ca) 24" 0 0� ox. HORIZONTAL BRACE SEE SECTION RAA-A) 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d MiTek USA, Inc. Roof Sheathin COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. V-3" Max. JPURLIN IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE WITH TWO 16d NAILS TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN \ TO BLOCKING W/ TWO 16d NAILS (MIN) Brac 1/ loint \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at at points SUPPORTING THE BRACE AND THE if needed \ needed TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wall (5) - 10d COMMON W IRE NAILS. CEILING SHEATHING - BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE STRUCTURAL FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE GABLE TRUSS FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING SCAB ALONG NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE VERTICAL AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131" X3") NAILS SPACED 6" O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131" X3") NAILS SPACED 6- O.C. (2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR / V STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / .... .11 rit 10 -O . STANDARD / +�`r 0,•`«'■INs•.•+:i7��i:. GABLE TRUSSPC .. rr...� SERIAL:`€ 3gBC,A22t40U000d0�4it: '2287DF: !. FEBRUARY 14, 2012 STANDARD RIGGYBACK ST-PIGGY-PLATE TRUSS CONNECTION DETAIL MiTek USA, Inc. Page 1 of 1 0 00 0 00 a MiTek USA, Inc. This detail is applicable for the following wind conditions: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24" o.c. or less. PIGGYBACK TRUSS Refer to actual truss°design drawing for additional piggyback'truss information_ SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ' r Attach piggyback truss to the base truss with 3"x8" TEE -LOCK Multi -Use connection plates spaced 48" o.c. Plates shall be pressed into the piggyback truss at 48" o.c. staggered from each face and nailed to'the base truss with four (4)- 6d (1.5"x0.099") nails in each plate; to achieve a maximum uplift capacity of 377 lbs. at each 3"x8" TEE -LOCK Multi -Use connection plate. (Minimum of 2 plates) Attach each purlin to the top chord of the base truss. (Purlins and connection by others) BASE TRUSS Refer to actual truss design drawing for additional base truss information. 388CL1221,Qt;ii)DbD�Q04Gi287DF ! r'r FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL I ST-VALLEY HIGH WIND2 F--l= ® MiTek USA, Inc. Page 1 of 1 Ln�00 GENERAL SPECIFICATIONS 0 00 0 00 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA, Inc. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR IRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. 1. " - " II y �, II II II BASE TRUSSES VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS . �.� .,.5 WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING - ATTACH 2x4 CONTINUOUS N0.2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 WOOD SCREiSI TO EACH BASE TRUSS. MAX TOP CHORD TOTAL LOAD =PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES 61.5' Max / �•: �• }}yy SERIAL', #. 38 BC A7 21 OU OO D0 00 4C 12'E7bF'; i FEBRUARY 14, 2012 �aa O OO O 00 a MiTek USA, Inc. - 1 II VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF t0d NAILS 6" O.C. . TRUSSED VALLEY SET DETAIL I ST-VALLEY HIGH WIND1 MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS GABLE END, COMMON TRUSS OR GIRDER TRUSS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS nM !]IRf19=0 TRI ICC WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP-WS3 (1/4" X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE :1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.TS. wl►li�d1/j 3B BC A2 2i d0 00 00 dQ 4G12 87 DF: �JaL.__I 0 00 0 00 a MiTek USA, Inc. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C WIND DURATION OF LOAD INCREASE : 1.6 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE -AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10" ON AFFECTED TOP CHORDS. NOTES: - SHEATHING.APPLIED AFTER INSTALLATION OF VALLEY TRUSSES - THIS DETAIL IS NOT APPLICABLE FOR SPF-S. SPECIES LUMBER. _ NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112. (MAXIMUM 12/12 PITCH) MTek USA, Inc. Page 1 of 1 FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE \\\ V CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD 36:BCA2: �I297DF i MAY 24, 2012 oo DET-111 O o0 o 00 a MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss Vertical Stud (2) -10d Nails into 2x6 SECTION A -A i i ST-GE190-SP i Mirek USA, Inc. Page 1 i 2X6 SP OR SPF No. 2 i DIAGONAL BRACE + 16d Nails Spaced 6" o.c. 2X6 SP OR SPF No. 2 `\ Typical Horizontal Brace Nailed To 2x4 Venicals w/(4)-10d Nails 2X4 SP OR SPF No. 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) -10d NAILS AT EACH END. ** B ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) -10d NAILS. 3x4 = B (4) - 8d NAILS MINIMUM, PLYWOOD 117117 SHEATHING TO 2.4 STD SPF BLOCK * - Diagonal Bracing * * - L-Bracing Refer Refer to Section A -A to Section B-B 24' Max Roof Sheath NOTE: 1. MINIMUM GRADE OF 42 MATERIAL IN THE TOP AND BOTTOM CHORDS. " 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6" O.C_ HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4. Ala Brace g (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1 /3 Points B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. It needed 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR \� TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131 "X3.0" AND 0.131'X3.5" COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. End Wall Minimum Stud Size Species and Grade Stud Spacing Without Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 113 POINTS Maximum Stud Length 2x4SPNo. 3/Stud 12" O.C. 3-8-10 5-6-11 6-6=11 11-1-13 2x4 SP No. 3/ Stud 1 W O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP-No. 31 Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No. 2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No. 2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No. 2 24" O.C. 3-1-4 3-11-3 6-2-9 9-3-13 Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails Bin o.c., with 3in minimum end distance. Brace must cover'90 % of diagonal length. .T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT='30'.FEET EXPOSURE B or C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADD DURATION OF LOAD INCREASE;N1.60 .`:.; ; CONNECTION OF BRACING IS BASED ON MWFRS. Jrus4�s @ 24" o.c. / X \ 2x6 DIAGONAL BRACE SPACED i 48' O.C. ATTACHED TO VERTICAL WITH �- 84LOCKING WITH (5) -1 d NAAND IILS. ED TO HORIZONTAL BRACE (SEE SECTION A -A) �y�y/►py �" ::;110 • �ERIAI;::,�:::: 38.BE'k2.2100 00.UQ bb4C,1297 DF�: August 10, 2010 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 j O MiTek USA, Inc. Page 1 of 1 FV —1j Note: T-Bracing / I -Bracing to be used when continuous lateral bracing oo is impractical. T-Brace / I -Brace must cover 90% of web length. L� Note: This detail NOT to be used to convert T-Brace / I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 10d 6" o.c. Note: Nail along entire length of T-Brace / I -Brace (On Two-Ply's Nail to Both Plies) Nails LLTL Nails Nails Web I -Brace Nails/ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 l-Brace 2x8 2x8 T-Brace 2x8 l-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8l-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. 313 BCA22I( Ud.4C 32 87 DF.' 41 r FEBRUARY 8, 2008 I LATERAL BRACING RECOMMENDATIONS I ST-STRGBCK 00 ® MiTek USA, Inr. Page 1 of 1 FA FIFIF� 0 0o TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, U 2x6 "STRONGBACW' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) 131"x 3") TO TOP CHORD (0. ATTACH TO VERTICAL \ \ 1 / WEB WITH (3) - 10d NAILS ?� (0.131 "x 3") BLOCKING BEHIND THE J ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND RECOMMENDED WHILE BOTTOM CHORD WITH (2) - IOd USE ME I AL FHAMINU ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL INI I HUrl i U V rn i iUML WEB WITH (3) - 10d NAILS SCAB WITH (3) - 10d NAILS (0.131" X 3") (0.131"x 3") 4-0-0 WALL 2x6 (BY O' STRONGBACK (TYPICAL SPLICE) ATTACH TO CHORD WITH TWO #12 x 3" WOOD SCREWS (.216" DIAMJ —0.n i 0—... i HROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) ..251 , 12SI vs THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) -10d NAILS (0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP' TRONGEIACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) -10d NAILS (0.131"13") STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING (BY OTHERS) JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP J MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH u AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. C7 z O LO cli (5 z O J Un N m OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF I SPF-S .131 88.0 80.6 69.9 68.4t73 .7 .135 93.5 85.6 74.2 162 108.8 99.6 86.4 E72,6.4 .5.8 .128 74.2 67.9 58.9 57.6 1 50.3 .131 75.9 69.5 60.3 59.0 51.1 .148 81.4 74.5 64.6 63.2 52.5 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAYBE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5°) WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30° TO 60" 45.00 ° ANGLE MAY VARY FROM 30"TO 60 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3) 2 NAILS NEAR SIDE X_ ' - NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW (2x6) 4 NAILS NEARSIDE NEAR SIDE NEARSIDE NEARSIDE March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT MiTek USA, Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING j UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. MiTek USA, Inc. U i END VIEW SIDE VIEW o.00" TOP PLATE OF W LL 1" FOR 3" NAIL NEAR SIDE 1-1/16" FOR 3.25" NAIL NEAR SIDE L 1-3116" FOR 3.5" NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S A31 59 46 32 30 20 p .135 60 48 33 30 20 .162 72 58 39 37 25 J f7 .128 54 42 28 27 19 Z w .131 55 43 29 28 19 J J in 148 62 48 34 31 21 Z N m L9 .120 51 39 27 26 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 "' .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam_ x 3.5") WITH SPF SPECIES TOP PLATE NOTES: i. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) =148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 160 (DOL for wind) =177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs (177lbs) Building Designer is responsible to specifiy a different connection. "` USE (3) TOE -NAILS ON 20 BEARING WALL USE (4) TOE=NAILS ON 2x6 BEARING WALL r`�•1.7'Q7 �f1G'� A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.5x4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 2x2 SP No. 3 April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL ST-FLAT GIR BRACE FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-009-1010 (4) 12d TRUSS 2411 O.C. 12 VARIES (4) 12d MAX 3011 (2'-611) UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24110.c. EXTERIOR FLAT SIMPSON H-5 GIRDER �,' i... ��.'.0' .y,. 'w 3B.BG Ll2 21 OD.UO 4(Y QO 4C 1287 DF ..... 'Yamt.Hwte...jurN�?!1!'la 1BY9KSffCsttl[C•fttsLiFuu¢TJrtK61:[jbwf�I¢a1gRrsrotr'iwr.,ighr:�'Tina+.+.�eda.�'�M nitnnt+fa?d1•nj;rz;daaLw:ri:l�Wkil,CfAv.u4m«/.h7m lerafe4r "0fdrpe6i l.b;. 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OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Pane 1 of 1 TOTAL NUMBER 01 NAILS EACH SIDE OF BREAK X INCHES MAXIMUM FORCE (Ibs)15 % LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 I 2x6 2x4 2x6 2x4 2x6 2x4 I 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 .2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 L DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.131"dia- x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L=(2)X+C BREAK Om�19) 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY r — """ 6" MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIREDl DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.1*i 4l4�"T. •'r�,}��ji ���i Yrei !�! •�°�' 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING 4�. � ■+�� ��(� �" ■ � rj;' OF -THE CONNECTOR'•PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. !r. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. m r r `'. u cic,f�7_ji.nn nn'nn:nli'Ak�;!'-O.a7 nF': ti it March 4, 2013 a MiTek USA, Inc. SCAB APPLIED OVERHANGS TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" oz. maximum and having pitches between 4/12 and 12/12 and total top chord .loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES ST-REP13A MiTek USA, Inc. Page 1 of 1 `'ne:n�'ito REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual picturesof the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot, provide sealed drawings'for "field built" trusses. Z. 5ee details below., BREAKS: Ilse aaine to note.:., the•exacdocatib2offhe break: . j'46-1 22 21: 1.'&4 11 ' 3x6 ALTl MOVED•BEARING CONDIT10 Draw in nev.,location'of bearinb.- and provide dimension as•nse.desi 3 4 6 ": : 20 19 �_ 1l8 .17 1:5ic4. II 1ZX4.11. 12!Q fx6.= 3x6 •FP ''. MIS-SIMG PIECE:'-K-A 'w are € tt� tiple breaks, resulting iri:a secEiar;r�issina`: ' "3 6 5x4; 4. V2 iS�E%1BER° S�PL' ET: [3enate eXacf lgcation �i' ��Iif;, �iad: . -'.pratiidean:apprti;arnate length: 3x4 1118SING 1.OANtAGED PLATES; Citde. platetnat needs x4 / 1 5x4 1j l 9 16 15. '3X4 =. -Wx TRUSS MODIFICATIO IF-Imss is1c0.10n0lshoFt tr.. and b. asdetaitea as possible; end pra✓tde dlnienstcitu as needed" 12 14 7 .3 /2.", 700 LONG 4x6 �F BREAKS; U1 e a line to rote the exact.locatien ofthebreak 3x4. MISSING t DAMAGED PLATES: Circle plat6 thxt.needs addtesssa.