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HomeMy WebLinkAboutTrussNOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER d p G = O1 `(UNLESS NOTED OTHERWISE) € m W e = * NOTE: ALL CEILING DROPS BELOW BEAM ARE a 70 0 : - BY.BU.ILDER-(UNLESS NOTED OTHERWISE) o d o g- ..........-.-.:_.-. :.-.:..- --------------- -- --- -- .... E. ax 124 42280 NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO 2 o , . SHOW TRUSS I.D.: AND TRUSS LOCATiON ONLY. / 42 124. A2 2801:214 E ._ o :'- E BUILDING IS REPSQNSIBLE FOR E. I THE G �' - - �. .a• STABILITY OF THE ENTIRE STRUCTURE. c STRUCTURAL S -a .. ....:- ... ... :::.. ._. I i�A �`- - w a _ ENGINEERING s= rn 9 G REFER TO THE INDIVIDUAL TRUSS EN HOP FCO2 F14P [ r 4 < r r 1 rr , , DRAWINGS FOR: GRAVITY AND UPLIFT LOADS.. h : r I DRAW a N 'a O ` O O r ; p . ,. ,. +, p O c , � r., e .a �,_- _ � , _ e � , FOR BRACING &ERECTION DETAILS REFER � � , I-03 AND/OR ENGINEER OF RECORD r TO BCS 112 u _o t. ._ 2.0 2f1 x0 2U ZU. 20 20 26 � . ',-'. ;.. '''. - : e. ..: _ _ .. In o p .• r: > v " n r r x x � ^� d- ' _. .r.. -n., 'fin _ d $ e 1 I SC :. .S. « :.. ., rn _ s v `, H = G. v o « AFNFA,P CLG .:r'. CW+PEN5U CL4 N TYLP fl'10+IM w : .. r: 9tiT`edl(I IM 1- I.H, c cowcstEccY aThlEzs e, _ ._ REPRESENTS THE LEF = s WING p a _ -.. __. __ EACH TRUSS DRAWING E -- f -- -- - _A:_ _ _ n u N - "' ------"---- _--_-: .-�:_-- ` "` .. v ' o B u _� _ o - :. :: <, _ I t4�.o" 02 .o 5 0... 15,164 w .o _ .. 54'S,�.,.b THD46u A,�c ae^ r le]1 NDt V s r,. .. A _JUS24 \_, A.�'?'J .'�, ta'GH t� - :. ., x _. -- -�-+ I -- 526 1 MSW422 , a 1U +;ms, `KAN a p V a p p b'-.. `oV "rr'to n r. .+ , rn•- me a',., I r r TH 26 K MUS28 _ -n C D .. a Wm x W : W N ... r ORS r r rr + :r r, r, rr , n , n r r r i :zo zo a \ zo zo �o z -zo so zo 20 r � x ,„ r :� r r n I i 2D 20 : ,. ...i , __- _ TII '0" 2'a' 2'U" 2'a'. I 2'0 2'1 I'tl" 2'0 2U 20 2a 2(1 2a. 201/2 2U Ta 20' 20 TO" 2U 2tr' 30 2U i 20 20 2U. T9 '1.T 0. -- ..-. ,:� c ,n o •o -p 1 THDH26 3 L HJC26 r � D, (/ r s E r.09 If45 d G a I r _._.. � I 1 - a < ,> N M JUS24 2 -_ a E 7HDH28 3 a w q r cr I i v f ; o I v 4 I r , , , __ , ._. r a- , .. - .� r I. .. :. E ,. , FR25E y r � r n l .. , , a c �. r N 1U544 G r n < A 69 r F THDH28 2 I I z _ r AAOVC ti ! N r a , v, o rn a a r I L d \ a.. t x v i I r N r ., .v I O N rn r- LArc x - ,1 _ 4 0 JUS48 JUS 6 o e I / I e pry{ \ r ._.-� s a PLY BEAM u :_r r .r_ +- �r- p .. ._-.... ......... _... .-.-.-. r .. r n m. n. CI-4 BY BUILDER, TOP , : .„. .. ,.. ^ CD 7 n c 9 �{ I , r .. f c"orE@Relrc]cY �� TDP rlr o 9. r n. P_ TP®'Ia 8 r AtiU 1 TIiC o O X r n n HI3 HANGER BY BUILDER �xc G I , r cc x . -. .a r r , IMY a z \ i Y> k I _ �; I r r O O - , I x 3 I \ A /r a rn o Nis , n ,.. r , 0 WIND TOAD .a _ r + � LOADING ROOF FL OR a , r r, x rn t o u I r r I r 1 a o r a ,.... t i a m I ! I o � _ o E 710 _ AD 20 40 ASC f LIVE LOAD � e r i 1 r r 7 m oe / k r 1 O _ I I i O _ a .r 1 E ; r _.. _ _ EXP C G u - - -r ,, __ .,�. 17 MPH... 1 15 0 —_ n DEAD: LOAD 5 0 a, I __ C7 _ FGU5 i' e w f > o I I f L r1zx r 3A FOFNAIY)R57 1 , " _. LIVE LOAD- 10* O CATEGORY II n o 0 I r r ...... .,. .. .. a .. O O \ L 4D AD 10 5 ENCLOSED Q 0r e TOTAL 45 60 FBC 2014 a_ ab o _ I V o 1 - I a Y' zr U zaI z20 o Trr 2riso roa zrr �r: , v -l zor 'I 4� 1' N . DURATION FACTOR`1.25 1.00 TPI 200? , _ =rn s u> Nn G a N N n f I •, c : I s { C S n r r C I " r r I S u O r \ �e� , E`••,. i rr.. 1 ,, L J <, n4' ati V,r .] m r, REMARKSREV DATE BYV 1 00/201 zit�LAT G ta,, TRIMMED TRUSSES BACK BYSTAIRS TAIRSAND ELEVATOR it - .:.........:....:. nN>V Nc . .uNdaa"_- =acpa appi_ GnO_ vNO s_ : 71 • I • g ._, a ,. a e. .::. S' 1� _ r m BY B L r - PRAM NG 01 ✓Hi �. . : , PLAT RG a.uaw FY 08 rcov i I _ N uvn d L ....... . .... ... ...:. j :/. x _.i r. .... DO2 r. ! i , , Gl r C C rn. m a a r .. I. o n o FF N , ._. - , .. -, _. - N r ..'.2. _ .n..a .1.� _. ._ c 1RUSSES AUfi AU7 A;.< ,I1AA HAVis BELN :i r „ :. r v c „_ ,= m >. �!-• 0 WADED TO SUPPORT -µAHU SUSFHNbBD 6 r ,» o V21_. FROMNGI TOP C.4 1 HFCR ITO O TRUSS j.. ENGINEER - „ E INEh N , COCA1rUNS. .r - C2- x?d > „ ..',s ,b o r 10. , i'n. ,,a o r f100' C2 �_ _ ._ 1 1,?, tr. .r, 4 r ._ = a, ,r O rn� C „ to DN - ;13Y O HER t m m m V _ : - to L. :.. i .. h t ::. .. A a 41a N N o 266 S] u o - 1511- ti". , �, N va a ;: It is understood that above ::::. _ V , APPROVED G. p , baa r APPRO El .. � G m `conditions have been reviewed cc reacceptable for the -,. Y H APPROVED AS NOTED s C p_ �p p fabrication at trusses, = G. _ = a n k: nN�.�a _�� __ elevation s itches overhangs," I. `. , .. -. ,. :- s ..r.. REVISE AND RESUBMIT .,-. ,� _ n E ._ C-03fascias ceilin _ s N rr o o 3 elevations/pitches, bearling.conditions & all :detail pertaining G "Va _= v. r:. ,� a O _. e .. _ - to this truss placement plan. No � !. N _ N P P _ n e N r. accepted c back charges will be acce ,. g p DATE: i ,. _ oN mp 1 _ N , without previous written E I, J 74 a val from an A 1 Roof : ,-,. Pero. e ¢ _ = s a o - _. N p _REVIEWED:BY _ � Trusses re resehtattve.n -. - -- - - - r ... _ 1, P. N. EXCEPTIONS NOTED PLAN DATE ARCHx09 13 2016 TRUCT. 11 01l2016 O EXCEPTION TAKEN 4 _t^ " o G O` IT IT EM M RE VISE IS E& RESUB MIT -a SUBMIT SPECIFIED d 2 44U : $ :. 2 :_ G at 2 ..:I v m. A. 8 .. _ p ------'--------------: _ concept o n rdesr n co , . with p _ manse B : conformance _ , , TIC HOMES > for ge neral c CUSTOMER CALATLAN 0 S _ > ^ -n E Check ing Is Y 8 r 7 Contractor �� Documents. Cont a HATCH` LEGEND __ Docume -#- 1 _— with Contract general comp liance _ . > I project and H P I ... i 1a o x _ correcting dimensions of ob slier _ `: .,, for confrt g and direct g> . res ponsible o fUCt 0 r: } . rCOnSt I � r ' pro cesses an - - _ fabncati r . " e_ I � s to P , <'I > a > of n which pertains , or l 9 > a d m 'o _ ck ,- des. Ch ecking i r e ra B >_ _ work all t N of _ _ �+ �Q Q B NAME 6Bi2 D CLUB RM. BAY 2 EN7RYEX7. ELEVATOR a > r coordination 1 011 @ 10 Q JO / / / _ m •chnl �esr add for L :_1 -.-. .....- -o s. o ri fo res onsrb rty � , eve the cont ractor of P N E E a• e of relieve , > ._ o _ e :.win s shah n s G y ;hop dr g I— _p r o I rots " n r for e r _ ocuments no , o p _ act D Con r x _ *vilion fro requl Cements of : win s. .. I If ns m s: dra g _ missro P IL a:: _ 6 I LOCATION By• N a- o ...:. m - Date' I II 4PA4.w . \ INEERING \ N o n b - URAL ENG 1 'II UCT �— n - - - - -. _----------- — :.::.. COMMNTY a .� o p TOB @ 22 8 RIVERBENPtOT10 \ � '.. •: \ / LOT # 'y o E 8 COFFEE CLG. s G = $ n 4 GARAGE, RIGHT p o o n L rn p TYPE _ 11 411 COF:' ER CLG: e - n JOB # 66557 MASTER XCAS6812DM2E A _ E - _ _ s-N v n rn " rn N C o a. '. ' -NEW 0p Ln .:.--.. « / 2 0 COFT ER CLG DRAWN SCALE N p t- I c-L ) DATE 11J15/2016 �. -.:.. G:d m dd -s9 CfJ - ----- -- - MCA N,TS, v _ • a o� v c c _ o _ N 1i 41 a _ --------- / / Mkt #jrp *. olelrelly x Anuun9 r. tom o, 0 .I -< I rye. r : / / : � . T .. �!p N.^ Y T. TMbo,10-+ W p --�1l w- t v o w= rn when0in00nn n01; exm: F �.. " N... -: : �' .yir.*w°'�j �fy�°F@•r�� �rhony T, T o, ag @ moyerrna. tPF n Z. „ �p ti, r. ....... .... . .... B:1. IUil.Wagm, aril a, .. c a a '� n +n o d a] � 5n 0 it N 1- r�. » � tr4 _ ROOF 574 34 Liz c o e n m p n GOWEP .ROOF END DETAIL UPPER ROOF END DETAIL � .3s ft d m e a a FLOOR END DETAIL .,s.• W = = o S F 4�` ...*a'' HIP LINE 329.1 h V G •- _ _ a A FLORIDA GGRPORATI Q' ,}� .5, a s �a� IN•_ VALLEY LINE 163,46 _ H ETNG AREA UNDER VALLEY Ph 772 409 0 I tJ l Fax f 72'4 V9�� i y:i. TRUSSES AND SERZ tt : WASTE MATERIAL N T INCLUP — o G Ea .. BCDR TO vERler CALCULATIONSJit� .%/WWW:a 1�'J"USS.Co(77— I' 388G A2210r} 060G$CIt2.87 [iF I '.:. http://Www.a1truss.com 4451 ST. LUCIE BLV FORT PIERCE, FL 3494 PH: 772-409-1010- FX: 772-409-1015, www.AlTruss.com LM A'�L ll TRUSS ENGINEERING BUILDER: CalAtlantic Homes SF PROJECT: RIVERBEND LOT/BLK/MODEL: Lot:10 / Model:6812 / Elev:D / GR / SEE OPS JOB#: 66557 MASTER#: XCAS6812DM2E OPTIONS: CLUB ROOM BAY WINDOW 2' EXTENSION;TRU ENTRY w A-1 ROOF TRUSSES A FIAR(DA,CORPORATION Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: Job XCAS6812DM2E A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: CALATLANTIC HOMES - S FL DIVISION Project Name: MASTER MODELS Lot/Block: 10 Model: 6812 D Address: Subdivision: RIVERBEND City: County: PALM BEACH State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: 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 Roof Load: 45.0 psf Floor Load: 60.0 psf This package includes 124 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0186297 A01 2/20/17 13 A0186309 All 2/20/17 25 A0186321 B07 2/20/17 2 A0186298 A02 2/20/17 14 A0186310 Al2 2/20/17 26 A0186322 B08 2/20/17 3 A0186299 A03 2/20/17 15 A0186311 A13 2/20/17 27 A0186323 B09 2/20/17 4 A0186300 A04 2/20/17 16 1 A0186312 A14 2/20/17 28 A0186324 C01 2/20/17 5 A0186301 A05 2/20/17 17 A0186313 A15 2/20/17 29 A0186325 CO2 2/20/17 6 A0186302 A06 2/20/17 18 A0186314 A15C 2/20/17 30 A0186326 CO3 2/20/17 7 A0186303 A07 2/20/17 19 A0186315 B01 2/20/17 31 A0186327 C04 2120/17 8 A0186304 A08 2/20/17 20 A0186316 B02 2/20/17 32 A0186328 CA 2/20117 9 A0186305 A08A 2/20/17 21 A0186317 B03 2/20/17 33 A0186329 CAL 2/20/17 10 A0186306 A09 2/20/17 22 A0186318 B04 2120/17 34 A0186330 CJ3 2/20/17 11 A0186307 I A09A 2/20/17 23 A0186319 B05 2/20/17 35 A0186331 CJ3C 2120/17 12 A0186308 1 A10 2/20/17 24 IA0186320 B06 2/20/1 1 36 I A0186332 I C43CS. 2/20/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters. provided byA-1 Roof Trusses, Ltd. 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/TP1-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of profess iona lAnthony T. engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA;CORPORATION RE: Job XCAS6812DM2E No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0186333 CJ5 2120/17 75 A0186371 FL21 2/20/17 113 A0186409 HC 2/20/17 38 A0186334 CJ5C 2/20/17 76 A0186372 FL22 2/20/17 114 A0186410 HCA 2/20/17 39 A0186335 CJ5CA 2/20/17 77 ' A0186373 FL23 2/20/17 115 A0186411 HCAC 2/20/17 40 A0186336 CJ5CS 2/20/17 78 A0186374 FL24 2/20/17 116 A0186412 J7CC 2/20/17 41 A0186337 D01 2/20/17 79 A0186375 FL25 2/20/17 117 A0186413 MV10 2120/17 42 A0186338 D02 2/20/17 1 80 A0186376 FL26 2/20/17 118 A0186414 MV12 2/20/17 43 AO186339 EG1 2/20/17 81 A0186377 FL26A 2/20/17 119 A0186415 MV4 2/20/17 44 A0186340 FG01 2/20/17 82 A0186378 FL27 2/20/17 120 A0186416 MV6 2/20/17 45 A0186341 FG02 2/20/17 83 A0186379 FL28 2/20/17 121 A0186417 MV8 2/20/17 46 A0186342 FG03 2/20/17 84 A0186380 FL29 2/20/17 122 A0186418 V12 2/20/17 47 IA0186343 FG04 2/20/17 85 A0186381 FL30 2/20/17 1 123 IA0186419 V4 2/20/17 48 A0186344 FG05 2/20/17 86 A0186382 FL31 2/20/17 1 124 IA0186420 V8 2/20/17 49 A0186345 FG06 2/20/17 87 A0186383 FL32 2/20117 50 A0186346 FG07 2/20/17 88 A0186384 FL33 2/20117 51 A0186347 FG08 2/20/17 89 A0186385 FL33A 2/20/17 52 A0186348 FG09 2/20/17 90 A0186386 FL33B 2/20/17 53 A0186349 FG10 2/20/17 91 A0186387 FL34 2/20/17 54 A0186350 FL03 2/20/17 92 A0186388 FL35 2/20/17 55 A0186351 FL03A 2/20/17 93 A0186389 FL35A 2/20/17 56 A0186352 FL04 2/20/17 94 A0186390 FLA01 2/20/17 57 A0186353 FL06 2/20/17 95 A0186391 FLA02 2/20/17 58 A0186354 FL07 2/20/17 96 A0186392 FLA03 2/20/17 59 A0186355 FL08 2/20/17 97 A0186393 FLA04 2/20/17 60 A0186356 FL09 2/20/17 98 A0186394 HA 2/20/17 61 A0186357 FL09A 2120/17 99 A0186395 1-1J31- 2/20/17 62 A0186358 FL10 2/20/17 1 100 A0186396 HA 2/20117 63 A0186359 FL11 2120/17 101 A0186397 HJ5 2/20/17 64 A0186360 FL12 2/20/17 102 A0186398 HJ7 2120/17 65 A0186361 FL13 2/20/17 103 A0186399 HHC 2/20/17 66 A0186362 FL13A 2/20/17 104 A0186400 HV16 2/20/17 67 IA0186363 FL14 2/20/17 105 A0186401 HV20 2/20/17 68 A0186364 FL15 2/20/17 106 A0186402 HV24 2/20/17 69 A0186365 FL16 2/20/17 107 A0186403 HV28 2/20/17 70 A0186366 - FL17 2/20/17 108 A0186404 AL 2/20/17 71 A0186367 FL18 2/20/17 109 A0186405 J4 2/20117 72 A0186368 FL18A 2/20117 110 A0186406 J5 2/20/17 73 A0186369 FL19 '2120/17 111 A0186407 J7 2/20/17 74 A0186370 FL20 2%20/17 112 A0186408 J7A 2120/17 Page 2 of 2 y Job Truss Truss Type Qty Ply Pac/6812 EL B A0186297 XCAS6812DM2E A01 ROOF SPECIAL 2 1 �Std 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 Feb 20 13:04:25 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUf7Jd IJ-hLoaPijFcMftHGw3QV8oswwTl2xLUSyprNvLUwzjFPK Oi11r9 8-3-1 15-0-12 18Ll-4121-6� 27-0-0 32-7-9 37-11-1 44-3-to 51-4-0 5,2-8r0 0-11-0 7-4-1 6-9-11 2-8-0 5-5-12 5-7-9 5-3-11 fi-4-6 7-0�'r-tl 4x6 = 3x10 2 61 5x6 = 4.00 12 5x8 II 5x8 = 8 T 5x6 WB-_ 4x6 6 SB1 Sr 2x4 11 4 29 28 3x4 = 4x6 = 6x10 = =n26 42 43 44 45 46 25 24 27 3x6 = 6x8 = 3x4 = 6x10 = 3x6 zz- 9 46 r!�>' 0 3x8 MT20HS-- 11 3x6 12 47 48 ff7F=92NP w' 52 16 53 15 23 6x8 = 22 19 18 2x4 4x6 = 2x4 II 30 II 2x4 11 12x18 MT20HS= 46 = 3x8 = Dead Load Defl. = 1/2 in 18-IOA Oi11r0 8-3-1 15-0-12 15-7-3 �21.6-4i 27-0-0 32-7-2 32r7-9 37-11-0 31-$-0 44-3-10 i 50-3-8 Sd�rO 01n10 7-0-1 6-9-11 0 73-3-1 2-8-0 5.5-12 5-7-2 0 7 5a-11 2 5-7-10 5-11-14 0 Plate Offsets (X,Y)- [1:0-1-14,Edge], [1:0-10-1,0-1-8], [1:0-0-1,Edge], [4:0-3-0,Edge], [13:0-3-0,0-1-12], [20:0-3-4,0-1-8], [24:0-3-4,0-3-0], [26:0-4-4,Edge], [27:Edge,0-1-8], LOADING (psf) SPACING- 2-0-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.35 1-30 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.81 1-30 >565 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.11 17 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Weight: 342 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30, T1: 2x4 SP M 31 -BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30, B2,B4: 2x4 SP No.3 B8: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except` 01: 2x2-0/16 SP Stud, BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD 2-0-0 oc purlins (3-0-1 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. Except: 3-9-0 oc bracing: 1-30 WEBS 1 Row at midpt 26-30, 6-26, 7-24, 5-30, 9-24, 9-23, 10-23 REACTIONS. All bearings 0-8-0 except Qt=length) 13=1-4-0, 15=0-3-8. (lb) - Max Horz 1=-209(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 1=-634(LC 8), 13=-275(LC 19), 17=-1102(LC 8), 15=-214(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 13 except 1=1676(LC 1), 17=3018(LC 1), 15=521(LC 37) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4001/3220, 2-3=-3939/3240, 3-4=-3969/3453, 4-5=-3884/3472, 5-6=2736/2611, 6-7=-1913/1939, 7-8=-1173/1308, 8-9=-1181/1316, 9-10=-468/630, 10-11=-1162/1660, 11 -1 2=-1 173/1527, 12-13=-518/898 TOP CHORD 1-2=-4001/3220,2-3=-3939/3240, 3-4=-3969/3453,4-5=-388413472, 5-6=-2736/2611, 6-7=-191311939, 7-8=-1173/1308, 8-9=-1181/1316, 9-1 0=-468/630, 10-11 =-1 162/1660, 11 -1 2=-1 173/1527, 12-13=-518/898 BOT CHORD 1-36=-2801/3469, 36-37=-2801/3469, 37-38=-2801/3469, 30-38=-2801/3469, 1-29=-60/351,29-39=-85/337, 39-40=-85/337, 28-40=-85/337, 26-27=0/269, 5-26=-849/948, 2642=-1351/2005, 42-43=-1351/2005, 4344=-1351/2005, 25-44=-1351/2005, 2545=-1261/1905, 4546=-1261/1905, 24-46=-1261/1905, 24-47=0/377, 4748=0/377, 2348=0/377, 2349=-1257/1277, 21-49=-1257/1277, 21-50=-1257/1277, 20-50=-1257/1277, 17-20=-817/884, 17-32=-2593/2297, 10-32=-2595/2299, 17-52=-819/655, 16-52=-819/655, 16-53=-819/655, 15-53=-819/655,13-15=-819/655, 13-54=-328/365 WEBS 3-30=-584/801, 26-28=-174/383, 26-30=-1651/2138, 6-26=-977/1060, 6-25=-296/244, 7-25=-164/443, 7-24=-1339/1233, 8-24=-329/382, 12-17=-910/902, 12-16=0/324, 5-30=-1230/1424, 9-24=-739/1082, 9-23=-1428/1263,10-23=-1757/2242 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 ; 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 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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 634 lb uplift at joint 1, 275 lb uplift at joint 13,1102 lb uplift at joint 17 and 214 lb uplift at joint 15. 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) Graphical pur in representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard tAitzq.flent ra Jl 1e4491'A.)M 111355riiuit'�RXAeti 41A(6k".01Stn1FN{'iJ}Fl-)d01L7A.'JEYfNt'hm. Tat INP.}m 15'sV31et£saks.M inn 6tttp iMigljuljmiM h1hpl.itt'kK1iWpm A"Ikhmm wris i:�i�tin ltitiw�i66,n1} 91,11ff.'VFCnilE kntdfn6tTUI.hwae.AseNISlniphow "A',tPaft}W,naptutr'o pylUrrimmwzurvj a N remskalp,Aq:rgxraik1.6,Wpd(xfhi10ns hfidd mkTHut.wlfE lfw, ik6srpnusgrp Iti'�'1 Anthony T. Tornbo lIl, P.E. whit it hllTtiil(tftnSfJd'Ytf4w411h'k iiEJat(,6?aurswauip:ciEierA:.issatspn,66ttm>E 6ia(,te:mt aEidf>•r�tEe!!adRi i. largpetdd6tT,0si rq 5eli,ndfELtci,xCaaj fidrct.dtrcp,afanw mike�g iivCklSt :wnn..143}@ ; 80083 tPA1PUga1i(baa!(tEh{YhLAeIY'li5Nf4}ih611}6R{rfipAW£R1 i�EtS INtH1Aq}(I jA#01i5♦f'fit3R�ft��(1r}pAhLk(AttBadSltlmEthieetdfit;varafpfm. 0-!deJnsA�ms<eiscehfttivt3 asl6tinssttrfat,tnnRtf [q�aua('snssu dvaeExsiEss 4451St. Lucie Blvd. iAll�i:t 6riid3jr(r4`+i�SjN(1}whtnifijtll�:t0'ft131{ht(1}tl iSl dlSijE(E}4W YA��f iM1DitISIFW.,KiMS5151hniF{iNK I{H}Q0.WA, A RfiW.Sd'nl5: ift ii 6:Eeta1PE•L Fort Pierce, FL 34946 Eopyrighl02f116 A-16eollsews-ArkEyLlomho tu, P.L iepmdmtion aithis dammeny in any rerm, is psab" ard.;(haelthe wriren petmissianfmmA-IP.aeiiresses-Aoihaayl.tosSo lilt P.E. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E A02 Roof Special 2 1 �Std A0186298 Job Reference (optional) Ai Roof Trusses, Fort Pierce, FL 34u46, design(a)altruss.com Kun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:04:27 2017 Page 1 19-6-0 ID: FJM?bXpxJBW bW8ogQlllUfzJdIJ-ekvLgOkVBzvbWa4SXwAGxLOoBrbfyMi6JgOSZpzjFPl oil! r0 7-11-14 15-0-12 16-10�0 27-M 34-7-12 37-11-4 i 44-3-10 51-0-0 y-flr 011�0 7-0-14 ' 7-0-14 '1-9-0' 2-8-0 ' 7-6-0 7-7-13 3-3-8 6-4-6 7-0-0 5x8 = 4.00 FIT 4x6 %5x8 II 5x8 = 5x10 MT20HS- 2x4 11 4 3 i�6 29 28 4x4 11 4x6 = 6x10 = 3x6 zz� 4x6 S 9 3x8 MT20HS-- 10 11 3x6 12 =926 42 4344 45 46 'ff4"55 . 16 56 15- 25 24 19 21 20 27 3x6 - 6x8 = 234x6 = 3x4 If 2x4 i' 4x6 = 3x4 = 2x4 11 6x10 = 12x18 MT20HS= 2x4 II 6x8 = 3x8 = Dead Load Deff. = 7116 in T 0 11t0 7-11-14 i 19-" 15-0-12 16-1" i 27-0-0 37-11-4 33-2-4 3A-7-12 38-$-0 44-3-10 50-3-8 5-4 0l11b 7-0-14 7-0-14 1-9-0 2-8-0 7-6-0 6-2-0 3-3-80 - 2 5.7-10 5-11-14 -0 Plate Offsets (X,Y)- [1:0-1-14,Edge], [1:0-10-1,0-1-8], [1:0-0-1,Edge], [4:0-5-0,Edge], [10:0-2-12,0-1-12], [13:0-3-0,0-1-12], [18:0-3-4,0-1-8], [19:0-3-0,0-1-8], [24:0-3-4,0-3-0], -4 f26:04,0-3-01, [27:Edge,0-1-81, [29:0-2-0,0-0-41, [30:0-6-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.36 27-28 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.72 1-30 >633 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.11 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 338 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T3,T5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B2,B4: 2x4 SP No.3 BB: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud *Except* BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 1-30 WEBS 1 Row at midpt 26-30, 7-24, 5-30, 9-24, 9-19, 10-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 13=1-4-0, 15=0-3-8. (lb) - Max Horz 1=-207(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 1=-631(LC 8), 13=-271(LC 19), 17=-1081(LC 8), 15=-211(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 13 except 1=1657(LC 1), 17=2990(LC 1), 15=519(LC 38) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3949/3194, 2-3=-3891/3213, 3-4=-3916/3419, 4-5=-3831/3439, 5-6=-2694/2578, 6-7=-2238/2181, 7-8=-1 213/1300, 8-9=-1 219/1302, 10-11=-1120/1624, 11-12=-113111544, TOP CHORD 1-2=-3949/3194, 2-3=-3891/3213, 3-4=-3916/3419, 4-5=-3831/3439, 5-6=-2694/2578, 6-7=-2238/2181, 7-8=-1213/1300, 8-9=-1219/1302, 10-11 =-1 120/1624, 11-12=-1131/1544, 12-13=-479/890 BOT CHORD 1-36=-2733/3356, 36-37=-2733/3356, 37-38=-2733/3356, 30-38=-2733/3356, 1-29=-104/398, 29-39=-135/396, 39-40= 135/396, 28-40=-135/396, 28-41=-22/305, 27-41=-22/305, 26-27=0/278, 5-26=-793/902, 26-42=-1574/2243, 25-42=-1574/2243, 25-43=-1582/2234, 43-44=-1582/2234, 2444=-1582/2234, 24-45=-181/349, 45-46=-1 81/349, 46-47=-181 /349, 22-47=-181 /349, 22-48=-181 /349, 19-48=- 181/349, 19-49=- 1257/127 1, 49-50=-1 257/1271, 18-50=-1 257/127 1, 17-18=-860/881, 17-32=-2616/2246, 10-32=-2625/2255, 17-55=-812/617, 16-55=-812/617, 16-56=-812/617, 15-56=-812/617, 13-15=-812/617, 13-57=-330/362 WEBS 3-30=-573f789, 26-28=-243/339, 26-30=-1591/2038, 6-26=-861/886, 7-25=0/286, 7-24=-1488/1373, 8-24=-116/327, 12-17=-897/899, 12-16=0/317,5-30=-1193/1372, 9-24=-1065/1487, 9-19=-1695/1521, 10-19=-1752/2198 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) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 4, 6, 7, 11, 1, 1, 1, 29, 27, 5, 26, 20, 10, 13, 3, 28, 30, 25, 24, 12, 17, 16, 32, 18, 9, 19, 21 and 22 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 8 checked for a plus or minus 3 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631 lb uplift at joint 1, 271 lb uplift at joint 13, 1081 lb uplift at joint 17 and 211 lb uplift at joint 15. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and M." gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard iYa�•flasehmy-'l+ttrisaflt'AI I7ii1[ORrri SftLMb NAOt!iElN1t(ORCil7lSek11BN('tt![I'J..rN9�-�'JN7iA7'biro,Tn�4es4tinrstnsadttfteMsa�s'nn Cant iaatiefilCY,nI:EeSA3enl.lfaiaN,r�.Uit:eW SSldFtri(ein. W:fti &r#tRle{15t1 n'�e ttO,ta7 yi:'eFtfurtbe pCxes skihat8faktlCCieSf nH. E;frross syaEgNmly:fehiq ng�vm,1»a ttnNn}rifPtEfrnraxnxesiieue4itexhr; tnitepnniern ffs'i<tflu sutfsyadbesbsbDnt ieiladml#er9Cxlt,akt lfl1.".u6esge nua}ianKlrrAti ae8's, sxMia; Anthony T. Tombo I!,, P.E. sdneeCeLsintelcnr6d.+ajbatrrfssitla!tl'a0,uebeC+ufsmhetfitdade Ri.iiziCest,p5rterldtk:1;3e 0tedtelnd ie&=n#-s11Fi1. TuglretddlSei'.A'siegnita,ed,tt':iasL�+yi�t}SsrA&&Ntge,a!kf-.nnrdhetkGlehe futx46" d #60083 4451St.Lucie Blvd. Fort Pierce, FL 34946 ' ltldiur".tApS!9�IndRlt.=AN]iSAWtdQ1I:JHEb21fA4ift@{ 9lnfti4 biieC$RtCSd?!fl3'M&itig(S(S(,:'t}tieltd{j$6RiSSJO1tti91LL�Irttt:^elyatltRt,R4i9f?ktfRtit$ni5 1S11IAAfesnlr!tfSilY�Er,I(i3F!§V(IGj3a(Lf{TRieMS2iiII9IY,a�:n oEet,tu degtedryaftt;edeynlryftbta:fiatlrfgymtesanhel.leT!nsCfstpFil'utnhggl to trvt"C Cntyax<n Grofssjsbm Eiyiaen cltt!afetal, Rgayilc'inlntn;en asar»eel ittfEL &pyugtl'P? 2916 A -I toef linsus-Am9eey 1.lomba III, Pi &produuion 010h domatent, in any (asm,ispra6i5Red.'A6aauAe nrian pumission homA-I Foal Items -Arch arl.lombe 01, P.L J Job Truss Truss Type QtY Ply Std Pac/6812 EL B A0186299 XCAS6812DM2E A03 Roof Special 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 Feb 20 13:04:29 2017 Page 1 ID:FJ M?bXpxJBWbW8ogQIIIUfzJdIJ-a715F4mmgbAJluErfLCk1 m5ABfH5QGoOm_tZdhz]FPG 0�11-0 7-10-8 14-10-0 17-6-0 22-4-9 27-0-0 31-9-1 $3-2,4 37-11-4 44-3-10 51-4-0 52-8T0 0-11-0' 6-11-8 2-8-0 4-10-9 4-7-7 4-9-2 -5- 4-9-0 6-4-6 7-0-6 -4 5x6 = Dead Load De$. = 9/16 in 7x10 MT20H8= 3x6 7 3x6 4.00 F12 5x6 = ft 8 4x6 4 4 3x8 MT20HS-- 46 = 2x4 11 W2 9 10 3z6 zz; III 3x10 �_ g W 9 0 11 Ev 14t T 6 W1 lidl 2 1 T,5 t2 1 3 134 --_53 -- 0 6 49 14 .o C 1 6 42 43 44 45 46 52 15 29 28 27 24 23 22 18 17 6x8 = 4x6 -=_ 3x8 = 6x10 = 21 2x4 11 4x4 11 4x6 = 2x4 11 46 = 3x4 11 6x10 = 6x10 = 2x4 11 12x18 MT20HS= 2x4 11 3x8 = 0�11-0 7-10-8 15-0-12 17 6-q 27-0-0 31-9-1 333-2T4 37-11010%$-0 44-3-10 , 50-3-8 51-4r0 0-11-0 6-] 1-6 7-2 4 2-5-4 9-N 4-9-2 5- 4-9-0 0- - 2 5-7-10 5-11-14 1-0-8 Plate Offsets (X,Y)— [1:0-0-1,Edge], [1:0-10-1,0-1-8], [1:0-1-14,Edge], [4:0-3-12,0-2-4], [9:0-2-12,0-2-0], [12:0-3-0,0-1-12], [19:0-3-4,0-0-12], [23:0-3-12,0-3-0], [25:0-6-0,0-3-0] [30:0-6-0 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 0.87 Vert(LL) 0.38 27-28 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.91 23-24 >501 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.10 16 n/a n/a BCDL 10.0 Code FBC20.14/TP12007 Matrix -AS Weight: 339 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except' B1: 2x4 SP M 30, B2: 2x4 SP No.3 B7: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud `Except' BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 1-30 WEBS 1 Row at midpt 25-30, 6-24, 6-23, 4-30, 8-22, 9-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 12=1-4-0, 14=0-3-8. (lb) - Max Horz 1=-207(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 1=-625(LC 8), 12=-285(LC 19), 16=-1099(LC 9), 14=-217(LC 13) Max Grav All reactions 250 lb or less at joint(s) 12 except 1=1650(LC 1), 16=3021(LC 1). 14=518(LC 37) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3960/3174, 2-3=-3903/3193, 3-4=-3932/3424, 4-5=-2534/2337, 5-6=-2734/2572, 6-7=-119411314, 7-8=-1182/1301, 8-9=-606/732, 9-10=-1212/1691, 10-11=1222/1611, TOP CHORD 1-2=-3960/3174, 2-3=-3903/3193, 3-4=-3932/3424,4-5=-2534/2337, 5-6=-2734/2572, 6-7=-1194/1314, 7-8=-1182/1301, 8-9=-606/732, 9-10=-1212/1691, 10-11=-1222/1611, 11-12=-584/935 BOT CHORD 1-36=-271913382, 36-37=-271 9/33 8 1, 37-38=-2719/3381, 30-38=-2719/3381, 1-29=-103/378, 29-39=-133/375, 39-40=-1331375, 2840=-133/375, 2542=-1809/2507, 24-42=-1809/2507, 24-43=-1133/1725, 43-44=-1133/1725, 4445=-1133/1725,23-45=-1133/1725, 2346=-81/488, 2246=-81/488, 2247=-1262/1302,47-48=-1262/1302, 20-48=-1262/1302,20-49=-1262/1302, 19-49=-1262/1302, 16-19=-8031908, 16-32=-2581 /2314, 9-32=-2578/2313, 16-52=-856/718, 15-52=-856/718, 15-53=-856/718, 14-53=-856f718, 12-14=-856/718, 12-54=-366/415 WEBS 25-27=0/294, 3-30=-581/804, 25-28=-253/442, 25-30=-1549/2037, 5-24=-1045/1046, 6-24=-1189/1426, 6-23=-1234/1241, 7-23=447/460, 11-16=-886/880, 11-15=0/317, 4-30=-1226/1405, 8-23=-642/971, &22=-1332/1166, 9-22=-177612268 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 8 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 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on Flat section(s). 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-M 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 625 lb uplift at joint 1, 285 lb uplift at joint 12, 1099 lb uplift at joint 16 and 217 lb uplift at joint 14. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard "- LFRF •Vw,fP Jfeh;6t'A.1 UNTIMS ifflEn, li7it lEt4ki(tlA i"ad75(h11CN. A:u0AiE36st]II'hra. Tnd.dn xraetalstdsedraw.,n s?ms6!A m+u iIR[ftdih kNenl.htrtq.tilifntut ArKlrfin tte. Div. rC'a.4f nedn�nim,.,I f -rrc7r C a iu!Er'i t=t t°` i WEe4hneAa rktes s/c7ttts'drn hrl6Ehktrid lsrrxssdtd7sEyhta tbhtCxOp'-r�nrl`a"..e trdnadlFGntrtsr-Yn>upnadnt;t!es:'svd Kgilenfympssa~.M(a hrkdpdrathEhLnsiyi9efeaGti3gteft,,rivlfN. indatin nsap l>a3.sE rnG'-s,tsLlr:.t; (ntbony T. Tombo 1I1' P.E. adnrAhssfnusanrbltatharttnti'euhsCt.ev.a:Cndtra3pudyedrcdefz:6gtesineyia hetat�Y.Idhetr,Qtal6:h;dla'tup:r3e rd3fti.Tteypnddt4F1:6htey9eit:nd3tLaLnstsiysmm@'n;,imy',adarva adhr+tl tltGtedetet�e.S,'.1r1 z80083 ' gt ladtiatge9lamassoelnt7s 94fl3idt<lmllerJOa{5stratusafimlSinpdha ts+rlh,+Co- pm!Stiz'i Mi 9iastlQr tst><lytttted SStAue rs(KtendhrF Igzidn:L fi4i dtimes4rtesyeu nnldaleslktints6rtwp.e, mast Quiet rq`rtet n(istts R�daanet wttss ' 44515t• Lucie Blvd. VUmn df?nd4s Ot n iJNd�tEhMlthjiifQfR'Aft fidrPd, illl rftgefipEl xKIt 1011, h i4l"Ilp>;,n rnSST55h[xhjRrK 4E ul left} is arai 3ti34rG1M K leek K1. Fort Pierce, FL 34946 t0pyrigi102016A-Ipwtlsatzrs-AanEacyl.l0m60111,1`1 tepmdudi0nalibis dammeat,inany rerm,isptayNdd-A0atthe errthnPermission fmmA-Ip001irassts-AciAeey1.10mb1101 Job Truss Truss Type QIY PIY Std Pac/6812 EL B XCAS6812DM2E A04 Roof Special 2 1 A0186300 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 Feb 20 13:04:31 2017 Page 1 ID: FJM?bXpxJB WbW8ogQlllUfzJd IJ-W V9rgInOCCQ1?BNDmmFC66AV_SzOuAChElMflazjFPE 15-6-0 0s11r0 6-10-8 12-10-0 15-0-1a, 20-9-12 27-0-0 22 -0 , 37-11-4 44-3-10 51-0-0 $2-0-0 011 5-11-8 5-11-8 2-2-12 5-3-12 6-2-0 6-0-0 4-7-0 6-0-6 7-0-6 -0 0-5-4 5X6 = Dead Load Defl. = 1/2 in 4.00 F12 5x8 11 5x8 = 4x6 = W2 4 3X10cE 2x4 II i ( T z 0 1 7 4 30 29 28 4x4 11 46 = 6x10 = 6x10 = 2x4 II 3x6 3x6 6 T 4'. 4x6 � 3x8 MT20HS-- 9 10 3x6 ::: , 0 9 0 W ,. 11 it) 47 24 46 49 50 '� •" 55 15 3x56 14 25 23 21 6x8 = 3x6 = 3x6 = 22 18 4 II 2x4 4x6 2x4 3x8 = II = 2x4 II 12x18 MT20HS= 4x6 = 3x8 = 1111 0 6.10-8 12-10-0 15- 1 20.9-12 27-0-0 33-2-4 33 -034-11-4 3 - 0 44-3-10 50-3-8 514 0 11 5-11-8 5.11-8 2-2-12 5.9-0 6-2� 6-2-0 0- 12 4-7� 0- - 2 5-7-10 5-11-14 7. Plate Offsets (X,Y)- [1:0-0-1,Edgel, [1:0-10-1,0-1-81, [1:0-1-14,Edgel, [12:0-3-0,0-1-121, [19:0-3-4,0-1-81, [26:OA-0,0-2-121, [30:0-2-0,0-0-41, [31:0-6-0,0-3-41 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 0.92 Vert(LL) -0.53 27 >856 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.87 27 >527 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.12 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 333 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 •Except* B1: 2x4 SP M 30, B2: 2x4 SP No.3 B7: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud `Except` BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-2-0 oc bracing: 1-31 5-0-0 oc bracing: 20-21 WEBS 1 Row at midpt 5-25, 6-23, 26-31, 4-31, 8-23, 8-21, 9-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except at=length) 12=1-4-0, 14=0-3-8. (lb) - Max Harz 1=-207(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 1=-624(LC 8), 12=-298(LC 19), 16=-1090(LC 8), 14=-215(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 12 except 1=1651(LC 1), 16=3047(LC 1)1 14=516(LC 37) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=A047/3213, 2-3=-3996/3229, 3-4=-3999/3411, 4-5=-2794/2481, 5-6=-2203/2028, 6-7=-1170/1283, 7-8=-1166/1279, 8-9=-278/453, 9-10=-1200/1733, 10-11=-1211/1653, TOP CHORD 1-2=-4047/3213, 2-3=-3996/3229, 3-4=-3999/3411, 4-5=-2794/2481, 5-6=-2203/2028, 6-7=-1170/1283, 7-8=-1166/1279, 8-9=-278/453, 9-10=-1200/1733, 10-11=-1211/1653, 11-12=-566/980 BOT CHORD 1-37=2737/3455, 37-38=-2737/3455, 38-39=-2737/3455, 31-39=-2737/3455, 1-30=-135/372, 30-40=-165/370, 40-41=-165/370, 29-41 =-1 651370, 26-44=-2128/2873, 44-45=-2128/2873, 45-46=-2128/2873, 25-46=-2128/2873, 25-47=-1379/2047, 47-48=-1379/2047, 24-48=-1379/2047, 23-24=-1379/2047, 21-51=-1335/1322,20-51=-1335/1322, 20-52=-1335/1322,19-52=-1335/1322, 16-19=-884/915, 16-33=-2641/2288, 9-33=-2646/2292, 16-55=-898/701, 15-55=-898/701,15-56=-898/701, 14-56=-898/701, 12-14=-898/701, 12-57=-375/409 WEBS 3-31=-490/686, 26-28=0/411, 4-26=-107/369, 5-25=-111011008, 6-25=-591/926, 6-23=-1437/1297, 7-23=-250/360, 11-15=0/317, 5-26=-187/256, 26-29=-287/443, 26-31=-1710/2283, 4-31=-1039/1171, 11-16=-893/889, 8-23=-866/1241, 8-21=-1528/1346,9-21=-1746/2252 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 ; 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) All plates are MT20 plates unless otherwise 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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 624 lb uplift at joint 1, 298 lb uplift at joint 12, 1090 lb uplift at joint 16 and 215 lb uplift at joint 14. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 'V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard nu�0•Phnt�nw;H;,neads'A1tr:truss:�isnssrl.(tlul[zxusemis�n(¢nc4s:rwe�asu5n�n�n rsrras�;c�tn,�,e�:>rs��s;passao�c�yp¢(,afr„I�(s,wt.tr�iem,rl:uenwslrntxaesr. oen:�,�;»at�a�et¢6,as; u;tet:rw �zamatrndmr*t¢¢nansxeats¢s,y:EgnwFl,(rigap xra}ft"APaTreknMumsnot noal;.arr,lFli.!lean;aas rma,tai;az a sxixm Anthony T. Tombo 111, P.E. ad#80083 ' 2e Etitisi Eea;r at(atnfec lOsalsAaln6stv6c{her,xGn¢(;ni£Pnn>idc[a(iyGc;axll:t;A'xsmn4i(Sl;pilis5d{TOin[Sr'laesd+atu'dfa;reil{:ilua. tnih:nn#e nynui`.4ts n[lass$fn (assBnipsy rnn Qr:y�(s(xnt al:nnk ,Aver,ntns -. 4451 St. Lude Blvd, ainitinds{bsttlsatd a;alOu6<l;eCramsrJpL Flebas0esi;sFig�exh N01 h tp{r'U;¢rsiq,w TaaSjsrnTyinet dss; 4,rrn;, is c4ih'neih¢r» ert at:¢eelAlr6i. � fort Pierce, FL 34946 ccpyricli02016A-I[noltretses-Amtrnny1.Iamb III, ➢.E itprodu,tiaeoiihirdommeatiaoaytms,isprohibited.u6aeuAenrirenpermissiaetmmA-1tecAimssns•AmAenyl.loalallf:P.E f l- Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186301 XCAS6812DM2E A05 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 312016 MiTek Industries, Inc. Mon Feb 20 13:04:33 2017 Page 1 I D:FJM?bXpxJBW bW8ogQIllUfzJd IJ-SuHc5RpGkpgkEVXcuBHgBcGr7GfW M3L_hcnnmSzjFPC 15-0-12 GIN 5-10-8 10-IM 1�t 19-10-6 27-0-0 34-1-11 t 37-11-4 44-3-10 i 51-4-0 0 11 4-11-fi 4-11-8 2-9-0 -6-1 4-9-10 7-1-10 7-1-11 3-9-9 6-0-6 7-Ot -4 6x6 = Dead Load Defl. = 1/2 in 3x6 4.00 12 6x8 - - 5x8 = 6T 4x6 = 4 3x10 � 2x4 11 W2 1 Qt11A T 2 dir 6 1 7 4 48 25 31 30 29 28 3x6 = 4x6 = 2x4 11 5x12 = 5x10 = 6x10 = 2x4 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 FBC20141rP12007 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1,T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` B7: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud `Except` BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 1-32 WEBS 1 Row at midpt 5-25, 6-23, 8-23, 8-18, 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except (jt=length) 12=1-4-0, 14=0-3-8. (lb) - Max Harz 1=-207(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 1=-631(LC 8), 12=-313(LC 19), 16=-1108(LC 8), 14=-214(LC 13) Max Grav All reactions 250 lb or less at joint(s) 12 except 1=1625(LC 1), 16=3054(LC 1), 14=514(LC 39) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4023/3237, 2-3=-3977/3249, 3-4=-3949/3377, 4-5=-3240/2858, 5-6=-2331/2126, 6-7=-1 16011271, 7-8=-1156/1265, 8-9=-86/259, 9-1 0=-1 242/1781. 10-11 =-1 253/1700, 11-12=-604/1031 CSI. TC O.B8 BC 0.96 WB 0.96 Matrix -AS 3x6 Z:: 4x6 3N':� MT20HS-- 9 3x6 z 11 49 244u 51522f �--59 15 60 23 18 Z0 19 6x8 = 3x6 = 22 2x4 II 4x6 = 3x4 11 3x8 = 2x4 11 12x18 MT20HS= 2x4 11 3x8 = 37-11-4 27-" 33-2-4 3¢111 3$ $-0 44-3-10 i 50-3- 7-1-10 -0 11 7 3-9-9 0$- 2 5-7-10 5-11-1 0-2-12], [9:0-3-0,0-1-121, [12:0-3-0,0-1-12], [17:0-3-4,0-1-8] DEFL. in (loc) I/deft Ud Vert(LL) 0.39 27 >999 360 Vert(TL) -0.72 25-26 >637 240 Horz(TL) 0.13 16 n/a n/a TOP CHORD 1-2=-4023/3237,2-3=-3977/3249, 3-4=-3949/3377, 4-5=-3240/2858, 5-6=-2331/2126,6-7=-1160/1271, 7-8=-115611265, 8-9=-86/259, 9-10=-1242/1781, 10-11=-1253l1700, 11-12=-604/1031 BOT CHORD 1-38=-2688/3369, 38-39=-2688/3369, 39-40=-2688/3369, 32-40=-2688/3369, 1-31=-219/39B, 31-41=-249/403, 41-42=-249/403, 30-42=-249/403, 30-43=-384/565, 29-43=-384/565, 26-46=-2483/3269, 46-47=-2483/3269, 4748=-2483/3269, 25-48=-2483/3269, 2549=-1516/2156, 49-50=-1516/2156, 24-50=-151612156,23-24=-1516/2156, 23-51=-158/325, 51-52=-158/325, 21-52=-158/325,21-53=-158/325, 18-53=-158/325,18-54=-1386/1371, 54-55=-1386/1371, 17-55=-1386/1371, 16-17=-9321949, 16-34=-2662/2310, 9-34=-2669/2316,16-59=-946/736, 15-59=-946/736, 15-60=-946/736, 14-60=-946/736,12-14=-9467736, 12-61=-387/419 WEBS 3-32=-392/563,29-32=-1574/2046, 4-29=-1037/865, 4-26=-1124/1417, 26-28=-28/417, 5-26=-296/413, 5-25=-1312/1142, 6-25=-512/869, 6-23=-1504/1387, 7-23=-174/324, 11-16=-898/895, 11-15=0/318, 4-32=-1160/1380, 26-29=-1868/2509, 8-23=-1012/1431,8-18=-1668/1476, 9-1 8=-1 786/2244 NOTES- 1) Unbalanced roof live loads have been considered for this design, PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 327 lb FT = 0% 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 8s 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) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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 631 lb uplift at joint 1, 313 lb uplift at joint 12, 1108 Ito uplift at joint 16 and 214 lb uplift at joint 14. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard . .. ...... tiaae3.Oem.+mpt}n+hadt'9dr0udltD'is:>;sw2^rasnvdtT:ti6amsrrmtniui°rrrma:ssoal:awul�n�4.rtdss!� rszr!;!::�a!earri!swMTotareas,:s.aT;mr,ev%46,e.t.!mo[1r11A.ttase¢at&.tst.wnse'natNdtxxesW.4 uutFwaa; Ttznih;k�i!dln6e10Fak!!ai.6eTn:s's!:�c&{utai:.kSpriaT a!nr".osr�ota77FgnxeusiurupatiniPhu€rnt!gin!ifad,rqus. dkkeiss4�d6esn,ilinid:jtNaf:e(igalr,erx�lilI.ihrGsipm�:psat,(usdsxL,`tes,sshN.1; Anthony T.ToroboIII, P.E. 9dtU>t�t lnitMtns�dagn+.!tY,tu4id�t(S16!Onu,IS!CcF(tta'.iditdt(ed etlSek Caj,li¢pP.,4rutA^'[Ati@47(,�'tS:dii:leiJ'tYGvd F!::rid3'r(t littditatddBi i:6W tt(Sei1YAtI Yt'M4it't[hdSd�it6ty<,�?blitixsd dtd2g idiPla li!t!yk`9r$ 't80083 Irtmt: ;idas!ndfausec )1!zatsp xlost6efOcdH!yrztus err ter a'.6!h+4a.G 'Teie3f mn�t(SIts4W3j15y lulS43.mietuteta (�gr.^r.¢I;9idu;e, f4E 3!5ees3Gesy¢!si7.aleul d3!s#dtLengrs�g:y(rsng!s4s 6guerut'ras13ss1admtr,uless 4451 5t. Lude Blvd, sgst>,acdrud'ssearaapcNsaxsTnegderm3repcd.*tcTasa.sey,Een!ruaalattsarodcr>rgsx.atnss;ssr:atsrmdmtudu(,iao-dns:ad;rc:vdesdssdairas. FortPleree,FL 34946 topyrigN02016A-1 loot besses-An(bceyl.lemboIII,P.E iapmduuioneftbisdatomeni.iaanyfarm, ispmATbitedrahaaubarrittmpermistiocitomA-1Raniinnes-Am6enyl.tarla3lt:P.E, Job Truss Truss Type Qty Ply Stcl Pac/6812 EL B A0186302 XCAS6812DM2E A06 Roof Special 2 1 Job Reference (optional) All 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. Mon Feb 20 13:04:36 2017 Page 1 ID:FJM?bXpxJB WbW8ogQll I UfzJdIJ-tTykjTr91 k2J5yGBZJgNpEuLRThbZQPQNa4QNn7iFP9 27-5-0 0r11r 9 8-10-0 , 11-fi-01 20-fi-0 26-7-0 27rtSr0 31-3-6 , 37-11-4 44-3-10 51-4-0 5,2-8a0 0-11-0 7-11-0 2-8-0 9-0-0 6-1-0 0- - 3-10-6 6-7-14 6-4-0 7" 0-5-0 5x8 = 3x8 MT20HS­_ 2x4 11 31 7 32 8 7x10 MT20HS= 2x4 II 6 4.00 12 5x10 MT20HS= 5 46 9 3x6 4x6 = Yy 10 3x6 5x10 MT20HS_ 3 11 1 Pil1A % T 216 2 1 1 2Ri ...-.......p.7.................... ._.......45 44 6x8 = 15 24 23 22 20 18 17 2x4 5x6 11 2x4 11 5x6 WB= 3x8 = 4x8 = 3x4 11 4x6 = 3x6 = 8x14 = 5x10 = 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 30 *Except* T1: 2x4 SP M 31, T4,T5: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except` B2,B3,B7: 2x4 SP No.2 B& 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except* 01: 2x2-0/16 SP Stud, BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-5-6 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 1-25 WEBS 1 Row at midpt 4-20, 7-20, 7-18, 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except at --length) 12=1-4-0, 14=0-3-8. (lb) - Max Horz 1=-205(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 1=-582(LC 8), 12=-226(LC 32), 16=-886(LC 9), 14=-220(LC 13) Max Grav All reactions 250 lb or less at joint(s) 12 except 1=1763(LC 1), 16=2998(LC 1), 14=526(LC 32) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4186/3024, 2-3=-411513046, 3-4=-3920/3024, 4-5=-2425/1853, 5-6=-2433/2109, 6-31=-2386/2113, 7-31=-2353/2156, 7-32=-948/1051, 8-32=-1002/1009, 8-9=-952/864, CSI. TC 0.93 BC 0.87 W B 0.94 Matrix -AS 37-11-4 38-8-0 44-3-10 , 50-3-8 DEFL. in (loc) I/deft L/d PLATES Vert(LL)-0.4818-20 >959 360 MT20 Vert(TL)-1.0118-20 >451 240 MT20HS Horz(TL) 0.08 16 n/a n/a TOP CHORD 1-2=-4186/3024,2-3=-4115/3046, 3-4=-3920/3024, 4-5=-2425/1853, 5-6=-2433/2109, 6-31=-2386/2113, 7-31=-2353/2156,7-32=-948/1051, 8-32=-1002/1009, 8-9=-952/864, 9-10=-793/1343, 10-11=-803/1263, 11-12=-206/644 BOT CHORD 1-33=-2615/3556, 33-34=-2615/3556, 34-35=-2615/3556, 25-35=-2615/3557, 1-24=-43/460, 24-36=-69/457, 36-37=-69/457, 23-37=-69/457, 23-38=-122/509, 22-38=-122/509, 21-22=-2357/3422, 21-39=-2357/3422, 20-39=-2357/3422, 19-20=-420/1213, 19-40=-420/1213, 40-41=-420/1213, 41A2=-420/1213, 18-42=-420/1213, 18-43=-849/819, 17-43=-849/819, 16-17=-242/268, 16-27=-2604/2016, 9-27=-2584/1992, 16-44=-579/332, 15-44=-579/332, 15-45=-579/332, 14-45=-579/332, 12-14=-579/332, 12-46=-288/284 WEBS 3-25=465/854, 22-25=-2413/3254, 4-22=-1184/1001,4-20=-1320/1199, 5-20=-659/806, 7-20=-1451/1728, 11-16=-875/866,11-15=0/312, 4-25=-560/826, 7-18=-972/535, 8-18=-392/465,9-18=-1325/2189 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) 200.01b AC unit load placed on the top chord, 26-2-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water Dead Load Defl. = 5/8 in 4x6 = GRIP 244/190 187/143 Weight: 302 lb FT = 0% 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 1, 226 lb uplift at joint 12, 886 lb uplift at joint 16 and 220 lb uplift at joint 14. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Ya" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard "-��� � � "- 0prx .Be¢se h redrrR{'4147x tiA$S,s SEIIII'',iFA?rat':tkli(6K�lg3SlniFH A:SX6�.r96¢:MI'hra to dr aae>€serdieR eW.ntYs tttss kn .rren iD[; set�Stlic I. haiolif,ri4Meeu Skrulefasa ase. tltasss�niibe shaepSe iCD,air mt - i aia a!r tl..kai+ asce � sse'u srhtis. WtalaaxahrPras sk,'krs.Mtn WILYGir n¢il.arnnxss}�hiiaeu{�.e,rir#iryigmru;.sa ua;war166ngrsetnxcikaaz Da�ehtsarslaeigreriq;espas3r4'i isJPtalhe u9 aisnrtr edaai?ar34vh, sIP ga n s, Anthony T. Tombo Ill, P.E. aamernriroMseryuennnaue�.w,me.utsauvywaeaoa,hrkrm:iku,d+aauehdkar,ek>ant.main,aaaetsaalutiuu:wiserrr;slsmga+naaua�uhekerea�i #80083 ' i/E"A9rrsi;M1CfatreesrtAe.lafrlt aelWAelr'OC{r9.rnfila@{rtM1a4haa1'.aeltNil�GaSShcxtreailkSTlS ir�4tii!>jkr iPleFSSE;1 EI edurce�fnrexairrtua. I9I di'I01a'ld ttiila;Ikrif,1511IAel4r¢t r�eageti.Yr.rra336eLSe Ear't+u @{IIF¢S l.santf.xlas¢ 4451 St. Lucie Blvd. a3trrhr&iud5la(e£-vls7et9 qe¢hxrarotEr¢LPennsieheb;Sei:ns6ssigsklietxis Nls letei`6arixslga�,a rnssrtxtua&S�r�tlarYveag.77urilsiaettlsr>s en asideetatlPti, Fort Pierce, FL 34946 Eopyrigka261611-Itoarinsses-A¢Ihaayl.lomboIII, P.E. fepmdmfion01hisdatunt,in¢oykim,hproblittilQh¢aThe nriuenper6ksiealeomi-ltooiir¢aes-Acl6eayl.tom6nOil P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186303 XCAS6812DM2E A07 Roof Special 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 Feb 20 13:04:37 2017 Page 1 ID:FJM?bXpxJBWbWBogQlllUfzJdIJ-LfW7wpsno2AAi6rN7OMcLSQYptO2lt3acEp vEziFP8 Oi11r0 6-10-0 9-6-0 18-5-14 24-7-0 11 -9 37-11-4 44-3-10 51 4-0 0-11-0 5-11-0 2-8-0 8-11-13 6-1-2 4-10-0 8-6 4 6-4-6 7-0-6 7x10 MT20HS= 4.00 12 5x10 MT20HS- 4x8 = 5x10 MT20HS-- 3 1 2 2 T to 1 d3 0 1 . 22 21 20 4x6 11 2x4 11 4x6 = 5x10 = 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 M 30 *Except` T4,T6: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.3, B3,B7: 2x4 SP No.2 B6: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except` W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* BL1: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-5-6 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-1-0 oc bracing: 1-23 WEBS 1 Row at midpt 4-18, 6-18, 6-16, 7-16, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 11=1-4-0, 12=0-3-8. (lb) - Max Horz 1= 168(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 1=-606(LC 8), 11=-275(LC 32), 14=-948(LC 9), 12=-273(LC 9) Max Grav All reactions 250 lb or less at joint(s) 11 except 1=1734(LC 1), 14=2979(LC 1), 12=544(LC 32) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4325/3148, 2-3=A267/3164, 3-4=-4074/3112,4-5=-2700/2011, 5-28=-2700/2284, 6-28=-2553/2333, 6-29=-112911040,7-29=-1129/1040, 5x8 11 5x6 = 6 7 29 2z5 11 5x6 -- 3x6 Z 5 8 41 18 16 158x14 = 5x6 WB= 3x8 = 3z10 = 3x4 11 3x8 MT20HS= 6x8 = 5-14 29-5-0 37-11-4 3$-$-0 44-3 11-13 10-11-2 8-6-4 0- - 2 5-7- 0-14,Edge], [4:0-5-12,Edge], [5:0-2-13,0-0-0], [8:0-1-12,0-2-4], [14:0-9-14,1 CSI. DEFL. in (loc) I/deft Ud TC 0.83 Vert(LL) -0.5016-18 >908 360 BC 0.92 Vert(TL) -1.0516-18 >433 240 WB 0.85 Horz(TL) 0.07 14 n/a n/a Matrix -AS TOP CHORD 1-2=-4325/3148, 2-3=-4267/3164, 3-4=-4074/3112, 4-5=2700/2011, 5-28=-2700/2284, 6-28=-2553/2333, 6-29=-1129/1040, 7-29=-1129/1040, 7-8=-1234/98B, 8-9=-828/1315, 9-10=-847/1243, 10-11=-241/623 BOT CHORD 1-30=-2735/3688,30-31=-2734/3689, 31-32=-2734/3689, 23-32=-2734/3689, 1-22=-115/413, 22-33=-141/408, 33-34=-141/408, 21-34=-141/408, 21-35=-207/474, 20-35=-207/474, 20-36=-2608/3656, 19-36=-2608/3656, 18-19=-2608/3656, 18-37=-693/1547, 17-37=-693/1547,17-38=-693/1547, 38-39=-693/1547,16-39=-693/1547, 16-40=-783/770, 15-40=-783/770, 14-15=-177/262, 14-24=-2566/2046, 8-24=-2538/2014, 14-41=-560/346, 13-41=-560/346, 13-42=-560/346, 12-42=-560/346, 11-12=560/346 WEBS 3-23=-670/1050, 20-23=-2582/3466, 4-20=-1234/1075,4-18=-1260/1148, 5-18=-626/857,6-18=-1420/1573, 6-16=-1023/761, 10-14=-855/839, 10-13=0/312, 4-23=-436/632, 8-16=-1310/2221 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. 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) 200.Olb AC unit load placed on the top chord, 26-2-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. Dead Load Deb. = 9116 in 3x6 :. �o 10 _.�..7._...._._...... _..._..::::i: . ............ 42_12 043 13 2x4 i 1 46 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 293 lb FT = 0% 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 1, 275 lb uplift at joint 11, 948 lb uplift at joint 14 and 273 lb uplift at joint 12. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and t/i' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard . .. .... 6ttxr �Nme3n�'YJrreein6r'kI t)drTUtfv'S(SElltr"pri99s(rttW tlOktik�i5 t6S10� "i7!e'j3rt87%":.."fv�ll'kro. tn3r/tt�p tttnasrsadtettesHsu&s 4na [nitxErsht{"IQl;tait4t #!SLLTI.!aaia�:r£UMtm Ssntsthn ue. C^,'tu e:!t.bt Stxedratt iLD,nSr pi:'ttttrnirri:Sf skP-. ttin'df:5&164bhnCd 75 tTtn5rt:gtFgintni 4gtC'E9J?Etrzruy9i nL'uf:tlGPn ettt7nZt! La RfRtht5sat15�ien Urrr:r5aftlfafit[ssiptf6t thp151tnlitf�lNaDF(30te((,tt(c7rll, i4kttplf5+^r5nilzzst Ludt;S Mri; Anthony' T. Tombo tt., P.E. aAnrdWSlrm Mur C:lto;uatngnsaiartt40nn,nt Cseuiuu�rdgenntlnt:.£s;3n5re<,itbatttieilidtt;M6:W dslaSrlto;aLzdiFlE rftgrnrddntt:Atrl uttinNrtdttlnt5.:uidoyr 15tnx{s,3hrmnaiketr{Ssn6heL5rnt5pttuSi':1t3 80083 ' Rdta°Gt(:nIr.0 Pbd(nhp3f_d�GTS SGEAbt4tr'aEt(St;tAt:nS�srdiittS SStlttuirPtitCjAffi$i!t'ji$Rt+L194dQjµ3!ISY.dtr,hudlllmlll!itHtdtH yFeEti#idttn.rt}i#?@!S%fnil�s:iF,15 Ut'!ItS�fll ritif Qli ht,rnii lti4ti ilyTlft @dlMfk, 5Q91H. E1!!5S 44515t. Lucie Blvd. 54nei:rx'and3;t(n`tdagerdrSstUnaa;E!lCttttiu nirrL!ielrSsDestpti7'm5 is NJ!3f babt.uhax ce(;Lsshutnupeartiurhidry, SO �tKHes;er:smuitknlalr6!. FOrt Pierce, FL 34946 • Lopyrig41 5iDIbA-ltooiltesses-AnlEanrl.lambalH:ItE. ieprodut5ionoitbiidammtatinaafr:5m,isPmb!b@rd.i!boa!IbeWeMenperwiss p.busA-ttoofTrusts-Whaarl.torleIlkP.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E A08 Roof Special 1 1 A0186304 Job Reference (optional) At Root ! russes, fort Pierce, fl. 34946, designLaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:04:39 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-H2etLUu 1 JfQuyQ?m ER04RtWrrhhhmnDt3Yl4_6zjFP6 Or11r0 4-10-0 7-6-0 15-3-15 22-7-0 31-5-0 38 8-0 0-11-0 3-11-0 2-8-0 7-9-15 7-3-1 8-10-0 7-3-0 5x10 MT20HS= 5x10 MT20H5= Dead Load Deb. = 7116 in 16 15 14 13 11 9 8 3x6 = 5x6 = 3x4 = 3x8 MT20HS= 3x4 = 5x6 WB= 3x8 = 3x6 If 2x4 II 5x8 = 3x4 = 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 *Except* T1,T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP No.3, B3: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* W11: 2x4 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. Except: 2-2-0 oc bracing: 1-18 WEBS 1 Row at midpt 3-13, 4-11, 5-9, 7-8, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1749/0-8-0 (min. 0-2-1) 8 = 1718/Mechanical Max Horz 1 = 319(LC 12) Max Uplift 1 = -787(LC 8) 8 = -721(LC 8) Max Grav 1 = 1749(LC 1) 8 = 1718(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2885/2316, 2-3=-2747/2289, 3-4=-3312/2731, 4-5=-2309/2020, 5-6=-1360/1349, 6-7=-1508/1308, 7-8=-1656/1498 BOTCHORD 1-22=-2769/2833, 1 -1 8=-2512/2690, 18-23=-367/268, 17-23=-367/268, 15-25=-2159/2465,14-25=-2159/2465, 14-26=-3382/3835, 13-26=-3382/3835, CSI. DEFL, in (loc) I/deft Ud TC 0.99 Vert(LL) -0.32 9-11 >999 360 BC 0.97 Vert(TL) -0.66 9-11 >704 240 WB 0.87 Horz(TL) 0.11 8 n/a n/a Matrix -MS BOT CHORD 1-22=-2769/2833, 1-18=-2512/2690, 18-23=-367/268, 17-23=-367/268, 15-25=-2159/2465, 14-25=-2159/2465, 14-26=-3382/3835, 13-26=-3382/3835, 12-13=-2728/3072,12-27=-2728/3072, 11-27=-2728/3072, 10-11=-1790/2123, 10-28=-1790/2123, 9-28=-1790/2123 WEBS 15-17=-564/532,2-17=-521l720, 14-17=-1305/1475,3-14=-471/602, 3-13=-811/690,4-13=-145/521, 4-11=-1183/1164, 5-11=-597/867, 5-9=-1069/900. 6-9=-218/294, 7-9=-1352/1654. 3-17=-1252/942, 15-18=-1990/2275 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 8a 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) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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) Refer to girder(s) for truss to truss connections. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 236 lb FT = 0% 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 1 and 721 lb uplift at joint 8. 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) Standard � - 'q. flean 2a min tk'41 r3r11D31r St!! fa9AE iktaSBrD%Diihi%S lt7ltilriD! A:S%Dh1+.Dfai%I'fi,m, rt 4e�.urse;rrscrlltatcsinRPfsTrcn ksi e�rreia iiDP eai�t rsi3evyl.!traaN tlkirentSSeeikfarc use. thnek, exiR tbedax; t-0,ni ' '�+d• r �i a'd� � �! �i i t i 1 gi!a4uttr a�:n ah kastdfofitlDDb3ttaid A!ibssrt:"yafegberp:.e„<,iaaki E�newp2v:eYnrait6Qnnne oru{IaEaspt¢f.+u.aad e� trbpn:pws.',iispfahrksEgtd6e sin;lalntl iepdadwlki3Dal{,a1fl )fl!. ;iadst{vestgsp4sss, {aeldn tsfi4i%q Anthony T. To!nbollf, P.E. �ttia!9es inatkrnrlatduput»n.pRsiiptrsiSe7ntr<!kC.eeh u'acirdpWnCertt hs�e,UWl snd8v7,3e 6tntskluddr_dq,aterlEEN. Tnep{re,ddiki:pni ui`siisad}t rsrs.ffiuu{l:ditktmeie,a!le[mimihaas�tk4hedv.ya0010 '`Bo083 ' gt la!iat re;ipc ollvrdart.dga�tsstttRWPoiTDDallvinWsnfpM+ues>MAC(d�Gcrm&Spa'p!aksnain(ifSGpAGss�ihitlRfRJnenfsneedin`rnl�ilua.t9:deeuR4aRqav:ik'rcstutTfrzzs'.tkinugesagsr, rnn Pvcg fgmlat inns l!calsrtnx,Nua rJ,Rtiltd!gted,rjirt asSRd§{Rax!slFgkiDppiRiadRdrkl:rsSDNTEa ttit%Di3apdttr{hsigix,aernR!(s!tn�iaentinti Utt7R!Yu5tdl4ec:NtlitFntRltFi. 4451 Pierce, , FL 3494 Fort Pierce, FL 34946 [opyrigAl tL'1DIDA-t Raotllusus-Ant9nuyl.lam6aili, F.E, bproduUion olihis dom®em, is any him, is pmh10ed QhaultDewritttn permissieohomA-i Roof trasses-AotAcnyl,loaEo l!I,R.L Job Truss Truss Type City PIY Std Pac/6812 EL B A0186305 XCAS6812DM2E A08A Roof Special 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 31 2016 MiTek Industries, Inc. Mon Feb 20 13:04:41 2017 Page 1 ID:FJM?bXpxJBW bWBogQlllUfzJdIJ-DQmdmAvHrHgcBk88MsQYW IbCvUOXEg89XsnB2?zjFP4 Or110 4-11-0 7-7-0 14.11-8 18-11-10 ,20-10-022-8-0 31-0-0 38-6-0 i 0-11-0 4-0-0 2-8-0 7-0-8 4— -r -0� 1-10-0 B-B-0 7-:11 „ 7x8 = SYR = AvA _ Dead Load Defl. = 3/4 in 21 20 19 Is1ux1u — 14 13 11 10 3x6 = Bx8 = 6x8 = 4x4 11 1000 = 3xB MT20HS= 3x8 = 3x4 = 5x6 11 1.5x4 11 1.5x4 11 4x6 = 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 2x6 SP No.2 *Except` T1:2x4SPM31 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP No.3, B4: 2x6 SP No.2 B5: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except` W6,W10,W9: 2x4 SP No.2 OTHERS 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 1-23 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 16-19, 7-13, 9-11, 3-16, 4-15, 7-15, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1817/0-8-0 (min.0-2-2) 28 = 1806/0-6-8 (min. 0-1-8) Max Horz 1 = 324(LC 12) Max Uplift 1 = -712(LC 8) 28 = -565(LC 8) Max Grav 1 = 1817(LC 1) 28 = 1806(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3167/2296, 2-3=-2942/2216, 3-4=-6120/4527, 4-5=-3821/2759, 5-6=-3729/2766, 6-7=-3664/2850, 7-29=-1471/1178, 29-30=-1471/1178, 8-30=-1471/1178,8-9=-1615/1140, 10-24=0/261, 9-24=0/261 18-11-10 CSI. TC 0.95 BC 0.89 WB 0.90 Matrix -AS 4x6 = DEFL. in (loc) I/deft L/d Vert(LL) 0.62 17 >738 360 Vert(TL) -1.10 17 >417 240 Horz(TL) 0.38 28 n/a n/a TOP CHORD 1-2=-3167/2296, 2-3=-2942/2216, 3-4=-6120/4527, 4-5=-3821 /2759, 5-6=-3729/2766,6-7=-3664/2850, 7-29=-1471/1178, 29-30=-1471/1178, 8-30=-1471/1178,8-9=-1615/1140, 10-24=0/261, 9-24=0/261 BOT CHORD 1-31=-2702/3035, 1-23=-2505/2949, 23-32=-2242/2622, 22-32=-2242/2622, 21-23=-384/560, 21-33=-1691/2156, 20-33=-1691/2156, 20-34=-1703/2174, 19-34=-1703/2174,19-35=-270/401, 18-35=-270/401, 16-18=0/319, 4-16=-837/1318, 16-37=-4547/5909, 37-38=454815909, 38-39=-4548/5908, 15-39=4549/5907, 12-13=-1584/2329, 12-41=-15B4/2329,11-41=-1584/2329 WEBS 2-22=-578/913,19-22=-1575/1992, 3-19=-1821/1615, 16-19=-3221/4002, 7-13=-2278/1725,9-11=-1052/1658, 3-22=-1 2431767, 3-16=-1 102/1501, 21-22=-1890/1475, 4-15=-2609/2210, 6-15=-30/260, 1 3-15=-2302/3390, 7-15=-2946/3683,7-11=-1199/830 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) 200.01b AC unit load placed on the top chord, 26-2-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. to PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 313 lb FT = 0% 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 1 and 565 lb uplift at joint 28. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Deiup-flysifiun¢Irreruxfie'LIIOOr RCSe6(Sr�1Er,LdFEON r:Wi6(asa;lldli NfiOMj{b'f3�16pgti'OLndtlrlua lerdpinip p;r-dxeietmly 4Pufds Gntpi.tpeam¢pilM)mInPlPtiwp LTixri m:Pf.lde;n:e SkCMn<nv Cnkn p4etibe:e<delm6elEU.ut( witttavkpfitas(dlku<t rdeTwus<tdi.rsmm�o:svrgo:s:e.� �((rra:,ae:zfnmTro ynudsascParaotrrcetmtnPmo3rm�awrrarrtxaeesndr�cryiuu(uToeidr.aiaTnLTala�Pn:i.> P ixtfirm(otramenury Anthony T.TomboilT,P.E. isePserrn:;Tmsrarmpla8asisnP,t:piri:lryd6tn.ttr.d+,RSPas"utrPuneenlr�,oya,ueetPams((itmdtixerrrm�(g,:Herr,atmt.rkrA:itda»rrtmommla:ir.uadtr�:::fiairrsna�,t(.isefis(i=nfiPm;xtt:y>saisr�'t,rinra(ryn z80083 f M1P rerlPpdsigu d6m Jw. dgrxlts sN iPl u 9PID0 Wh 1.6'a A pPieera"11k101trI Ocyarnl1dtryle<elzlliP�{i(SQpAG4a/IFIfindwA-1-11. rued pit... 1F41eefiNitlefeStMihlitia nlA(1t58n:11PliO:SgA,Leno-:itr (eli<eredlnsS S.a fi;mn, idtsr 4451 St. Lucie Blvd. t8tn(viekcedlrr(adeatpcign4nm;7diprues nu(trr.lh(ra.t DeCn Dravtls pOlmp��luy acipu; errnuStdaGr no!vgli;lpq. 9impndWJ*.; mrsddnl R4L Fort Pierce, FL 34946 (appightV2016AdRodRusses-Anthony1.lambIII,P.E. Reptaurflanatthisdomment,inanylorm,kprohithedwithoutthewrinenpermissiontramAdRadflussu-AnthonyT.Tamho111,P.E. Job Truss Truss Type Qty PIY Std Pac/6812 EL B A0186306 XCAS6812DM2E A09 Roof Special Girder 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 Feb 20 13:04:43 2017 Page 1 ID:FJM?bXpxJBWbWBogQlll UfzJd IJ-AptOBsxYNuwKR1 IXTHTObjgbol2iiZhS_AGI7tzjFP2 0-11-0 r1-0-0 i2-10-0 5-" 1 9-7-1 i 13-9-14 i 20-7-0 27-6-0 i 33-50 i 38-6-0 1�7-0 2-6-0 41-1 4-2-13 6-9-2 6-11-0 5-11-0 5-3-0 0-11-0 5x8 = 1.5x4 11 5x6 = 8 9 10 2x4 II 3x6 3x4 11 4.00 1210x10 3x4 � 7 14 5x6 = 1 5x8 6 i HW1 W3 V�r Wi 8 115 V) 5 rl1 2 17 3 0 41 1 25 24 23 3x6 = 4x8 = W = 7x6 = 2x4 II 22 20 19 18 15 U4 = 5x8 WB= 5x12 = 1.5x4 If 1.5x4 11 1.5x4 11 6x8 = 1.5x4 11 1.5x4 11 14 4x6 4x6 Dead Load Defl. = 9116 in 0 A t` 19 2-10-0 Or11r0 i 56-0 i 9-7-1 13-9-14 20-7-0 27-6-0 33-5-0 38-8-0 011-0 W. 4-1-1 4-2-13 fi-9-2 6-11-0 5-11-0 5-0-0 1-11-0 Plate Offsets (X,Y)— [2:0-0-4,Edge], [5:0-2-12,0-2-12], [8:0-5-8,0-2-8], [12:0-3-4,0-2-0], [14:Edge,0-3-8], [17:0-2-4,Edge], [20:0-2-8,0-2-12], [25:0-3-0,0-4-12], [26:0-2-4,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.52 13-16 >883 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.08 13-16 >429 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.34 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 275 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2, B5: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W15: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 01: 2x2 SP No.3 SLIDER Left 2x4 SP No.3 1-5-4 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-4-13 oc bracing. WEBS 1 Row at midpt 7-20, 11-14, 10-12, 17-20 JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 2225/0-8-0 (min. 0-2-10) 14 = 1765/Mechanical Max Harz 2 = 332(LC 39) Max Uplift 2 = -1065(LC 4) 14 = -766(LC 4) Max Grav 2 = 2225(LC 1) 14 = 1765(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/1082, 3-4=-2637/1089, 4-5=-2520/1057, 5-6=-517712211, 6-7=-3739/1674, 7-8=-2674/1257, 8-9=-2853/1394, 9-10=-2846/1387, 12-14=-17041796 TOP CHORD 2-3=-2683/1082,3-4=-2637/1089, 4-5=-2520/1057, 5-6=-5177/2211, 6-7=-3739/1674, 7-8=-2674/1257, 8-9=-2853/1394, 9-10=-2846/1387, 12-14=-1704/796 BOT CHORD 2-28=-626/1094, 28-29=-626/1094, 29-30=-626/1094, 26-30=-626/1094, 2-25=-845/1818, 25-31 =-1 597/3355, 31-32=-1597/3355, 24-32=-1597/3355, 24-33=-1581/3323, 23-33=-1581/3323, 23-34=-2012/4088, 22-34=-2012/4088, 21-22=-1695/3515,21-35=-1696/3513, 20-35=-1696/3513,17-40=-729/1554, 16-40=-729/1554, 16-41=-729/1554, 41-42=-729/1554,13-42=-729/1554, 13-43=-729/1554, 43-44=-729/1554, 1244=-729/1554 WEBS 4-26=-229/655, 5-23=-993/514, 7-22=-170/687,7-20=-1277/647, 8-17=-262/590,17-19=0/372, 9-17=-509/373, 23-26=-827/1582, 5-26=-2439/1021, 6-23=-363/1091, 6-22=-724/400,10-17=-768/1744, 25-26=-2184/1057,10-12=-2077/1027, 17-20=-1213/2531 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); 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) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 766 lb uplift at joint 14. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 438 lb down and 212 lb up at 2-10-0 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 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-70, 5-8=-70, 8-10=-70, 10-11=-70, 2-26=-20, 18-25=-20, 14-15=-20, 13-16=-20 Concentrated Loads (lb) Vert: 26=-394(F) mh.ftt'41120fT19SS8"Stllr iirm Tim, Nd0X1 t6STCA"W[ 1'}3Ta6up1'hia,t4 kC Faxcta�sttlfdfsaCa Tim pNi t'w MI;nibtitr3V,+},Iltwy4l{I,}.},}LIIIfWS}ttt}thri f5f.}A`f318�4iSJt 3&"inIt T.W, all rb r! • �t 1s} } - qE 4i'e};fmJa:}ltevblknJh ht lg}abaul 7sFrsaS;rrnFghtn {6a, iry arupxa aFnf>i76tnlrturtfnsu nahr>feleaxfdeepefeny�eauf3iu�k6rkil;sethrsn1hL35fklalrlmlltTlDttil,fsialria.:itbalass ;b�is} 1i9eyutt}c3; Anthony T. Tombo II-1 P.E. nrzr�3rnar�aI.i�}kgaar}atne*at.e,c.,erfeeagmarut+ran,a�t�ts�wmr�day:fkxnLraf}ra��auawalst0,trot?Star}smarmrmaashef�e}ta,at a80083 '''ltr�m}rt{t}ffff3}UWWRi=gNtSSdtdAdl}vga{r9!}ftlti3Q{}1dt;Rf2>!iH}4gD}ifIIgAtS}>{f'ifbiRIS16{((u}t{llfk'.}}}}�Rd}!'�tllltitlalld}t!}C3'f�}sikhT. iliiFfSft�ft3ta RlSgr!1f4il rltt�RS gtS."St, hia gift}iflElJadiiFtSSlCv�i3d3TtLa�f3f 44515t. Lucie Blvd. o3f+natlsrrzfdMl F(is:5de,<frl5gttherli hfC}5nn.tdttR InIm, 0f3iy,hpw, is Kai 3' W6.1 d a} In*J, Fort Pierce, FL 34946 � Copyrig}t�'i016 A-1 RedLe}us-Alnkecyl.loa6o.111, P.L Htprodudien o116isdemment, is aayfmm,is pro6ibitrd.it6ca}tAe xriGee permitsiac lien t-0icafUetses-Amhccyl.Totz5el11, P.L Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E AO9A ROOF SPECIAL GIRDER 1 1 A0186307 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 Feb 20 13:04:44 2017 Page 1 ID:FJM?bXpxJB WbW8ogQlllUf7JdIJ-a?RmOCyA8C3B2Btj 1_FBwDmDiPB R1 McDgOriKzjFP t 0-11-0 r1-0-0 12-10-01 5{r0 i 10-0-15 15-11-8 20-7-0 28-2-11 i 33-5-0 38-8-0 14 1-11-0 2-8-0 4-10.15 5-6-9 4-7� 7-7-11 5-2-5 0-11-0 5x6 5 2x4 11 5x6 Dead Load Defl. = 15116 in = 8 9 3x6 = 10 11 2x4 I I 2x4 11 3x8 � 7 W11 12 4.00 1210x10 � 3x6 � ~" i 5x6 = 6x8 = 6 91(15 i o HW1 W3 �� �,,, 3 W16 I� 1 2 0 35 i o c$ 7xl0 MT 24 23 22 21 20 6x87 16 14 13 3x6 = 4x4 = ' 7x10 = 2x4 II 2x4 11 3x6 = 5x6 = 8x8 = 3x10 = 7x6 = 2-10-2x4 II Or11s0 , 56-0 , 10-0-15 15-11-8 20-10-0 28-2-11 38-8-0 -11 2.8-0 4-10-15 5-6-9 4-1. 7-0-11 10-5-5 1-11-0 Plate Offsets (X,Y)— [2:0-04,Edge], [5:0-5-8,0-3-0], [6:0-2-12,0-1-8], [8:0-3.4,0-2-8], [10:0-2-8,0-1-81, [13:0-3-0,0-3-01, [14:0-3-12,0-1-8], [16:0-2-0,0-1-8], 118:0-2-8,Edge], [19:0-2-12,Edgel, [21:0-3-0,0-4-81, [24:0-3-0,0-4-121, [25:0-24,0-2-81 LOADING(psf) SPACING- 2-0-8 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.74 7 >625 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.38 18-19 >334 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.48 13 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight: 277 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T3: 2x4 SP M 31, T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.3 `Except' B1,B6: 2x4 SP No.2, B3: 2x6 SP No.2 B5,B8: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' W8: 2x4 SP M 30 W11,W7,W9: 2x4 SP No.2 OTHERS 2x2-0/16 SP Stud SLIDER Left 2x4 SP No.3 1-5A BRACING - TOP CHORD 2-0-0 oc purlins (2-4-15 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-9-15 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 10-18, 10-14, 11-13, 8-19 REACTIONS. (lb/size) 2 = 2274/0-8-0 (min. 0-2-11) 13 = 1814/Mechanical 'Max Horz 2 = 339(LC 39) Max Uplift 2 = -1078(LC 4) 13 = -776(LC 4) Max Grav 2 = 2274(LC 1) 13 = 1814(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2774/1101, 3-4=-2728/1109, 4-5=-2608/1076, 5-6=-4419/1902, 6-7=-7622/3536, 7-8=-765213654, 8-9=-4396/2104, 9-10=-438012105, 10-11=-20271986 BOT CHORD 2-27=-648/1167, 27-28=-648/1167, BOT CHORD 2-27=-648/1167,27-28=-648/1167, 28-29=-648/1167, 25-29=-648/1167, 2-24=-848/1837,24-30=-1605/3418, 30-31=-1605/3418, 23-31 =-1 605/3418, 23-32=-1587/3393, 22-32=-1587/3393, 22-33=-2309/4921, 21-33=-2309/4921, 19-20=0/255, 7-19=-349/308, 19-35=-2064/4434, 35-36=-2064/4434, 18-36=-2064/4434,9-18=-333/247, 14-39=-525/1143, 39-40=-525/1143, 40AI=-525/1143, 13A1=-525/1143 WEBS 4-25=-237/690, 22-25=-850/1586, 5-22=-491/362, 5-21=-884/357, 6-21=-1781/991,19-21=-221914647, 14-18=-986/2227,10-18=-1329/2797, 10-14=-1956/1049, 11-14=-640/1513, 11-13=-1896/890,5-25=-2424/1035, 6-19=-143713020,8-19=-1780/3621, 24-25=-2240/1064 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) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1078 lb uplift at joint 2 and 776 lb uplift at joint 13. 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) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 438 lb down and 213 lb up at 2-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-71, 2-4=-71, 4-5=-71, 5-8=-71, 8-11=-71. 11-12=-71, 2-25=-20, 20-24=-20, 18-19=-20, 16-17=-20, 13-16=-20 Concentrated Loads (lb) Vert: 25=-393(B) ........ .'.... Aasr �fkasa� hre!kx tla'9St7x7tDS�iSElltt'' EED8g1 TEt4S1CDI017n1S lillt'da. gE1DDrftDENfg1'hie. ra! k' Cnsadredaf•sntYs ion 6;sp+rmu ODFWBl yfsSenl.:'aax1D,L`.lelams4intldna ne. liirs�arue st~ria�e iDD,N . 3 r%�eT. k {'i•Mr1 ! aPg� - r. � 1 gk:'af tene:Mptn sss'kn'BMbe IDBknra6Al aT ss ayategkeey esiadslq[giaeef,Me sei;waallGPrgasrxsasoaspin:rcasra4s sad xyir capaspnas:+EiytaRrlr�gtxtfxsigliTrns ieplddmsdsiDDsrh,�tis)FlI. i6rGssgpassptiaas,N�ip:saGEan,s tdr;a Anthony T. Tornb0111, P.E. adnaz'1)ssir nfau7fzlfageMrrpesai[i.7 sk.ner,h.t+xrista sudrptdatle6 tuglasigu•,uCvsa.ml &s8S,3t�Ma.IxdlcDq;a:asl7rLE. guggroddtlsE7¢i rar:`rtHre d'kinl +sr<g> bsg. st+rege,i!I>fnisarddrarq sssclir r,ssnrEs<:gd .780083 ' Ee latiag gs r^r.:ai[seascrr. g0 p'essetar®defDalrxgrxtusaSg #:nessStae[aNfit r.enfhirzma StSppektWdEp IIla65E0 ne seLrenMtargrvrelpi9eae.iflE#rars4s asrsa �Y:rtssedt�aes3bey+ss,rs psa,[rass D9in [syxaslinss P,wri+e+re,�Ins etnaise9snd:pa03±7da,.edgtt0n3eglreP,guees nrl.rL;teLns6esipte}aez 1,511 4eta,iagErsigsr„aTmsSrshnJgixxday irrlicy, gDsq�'zdDsesmas ie4eaa11tt. 4451 St. Lucie Blvd. Copyrigh020I61-I Rooilmues-Mbecy 1.Iomto 111,P.E.leproduaian of INSdasameni, is any rasa, is pm6l6iud*itAaaE She srirta permisii0dom Ad loeilmsses-Am6e+yl. 1060 ttl,P.E Fort Pierce, FL 34946 Job Truss Truss Type QtY Ply Std Pac/6812 EL B XCAS6812DM2E A10 Hip 2 1 A0186308 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 3112016 MiTek Industries, Inc. Mon Feb 20 13:04:45 2017 Page 1 ID:FJM?bXpxJBWbWBogQII I UfzJdIJ-6C?BcYyovV62gLSvbIVUg8lut5l3ATaISUIPBmzjFPO 4.00 12 5x10 MT20HS= 2x4 II 2x4 II 4x8 = 3x6 = 5x6 = 5x10 MT20HS WB- Dead Load Defl. = 11/16 in 2x4 II 19 20 18 21 17 14 23 13 12 2425 26 11 4x6 II 5x8 = 30 = 30 = 3x6 = 3x10 = 5x6 = 6-10-5 13-3-8 15-"-o 18-2-0 , 25-11-5 36-0-0 �5 6-5-4 ' 2-7 8 2-3-0 7-9-5 10-0-11 Plate Offsets (X,Y)- [1:0-3-12,0-2-0], [3:0-5-0,Edgel, [7:0-3-4,0-2-0], [11:0-2-12,0-3-0], [12:0-3-8,0-1-8], r15:0-3-0,0-2-121, [16:0-2-4,Edge], [17:Edge,0-1-8], [18:0-4-0,0-118] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.62 15-16 >687 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -1.05 15-16 >409 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.48 11 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 237 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T5,T4: 2x4 SP No.2 BOTCHORD 2x4 SP No.2 *Except* B2,134: 2x4 SP No.3, 133: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5,W4: 2x4 SP No.2, Wl: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 16-18, 12-15, 7-15, 7-12, 9-12, 1-18, 9-11, 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 19 = 1603/Mechanical 11 = 1603/Mechanical Max Horz 19 = 284(LC 12) Max Uplift 19 = -721(LC 8) 11 = -728(LC 8) Max Grav 19 = 1603(LC 1) 11 = 1603(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2936/2396, 2-3=-5823/5110, 3-4=-5724/5118, 4-5=-5801/5250, 5-6=-4317/3844, 6-7=4305/3852, 7-8=-1893/1680, 8-9=-1893/1680, 1-1 9=-1 526/1342 BOTCHORD 19-20=-679/429, 18-20=-679/429, 16-17=0/260, 4-16=-312/445, 16-22=-3691/4190, 15-22=-3691/41 90, 6-15=-393/454, 12-24=-627/720, BOTCHORD 19-20=-679/429, 18-20=-679/429, 16-17=0/260, 4-16=-312/445, 16-22=-3691/4190, 15-22=-3691/41 90, 6-15=-393/454, 12-24=-6271720, 24-25=-627/720, 25-26=-627/720, 11-26=-627/720 WEBS 2-18=-1538/1600, 16-18=-2718/2863, 5-16=-1909/2001, 5-15=-145/390, 12-15=-1668/1987,7-15=-2371/2633, 7-12=-1 623/1603, 9-12=-1 299/1615, 1-1 8=1 918/2443, 9-11=-1583/1434, 2-16=-2441 /2815 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) Plate(s) at joint(s) 3, 5, 8, 9, 10, 19, 17, 4, 6, 14, 13, 2, 18, 16, 7, 12, 1 and 11 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 15 checked fora plus or minus 3 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 721 lb uplift at joint 19 and 728 lb uplift at joint 11. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yz' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard diiitt �heitt wsfr>ySylt!lextiv'A4t7rlsaS'v'aJntl2tA-jr$A�iif�:6rg,�4¶.'�7$lti$l�t w,u�i'aiHgtr'.'tJEktMl'hrtf, tfij(dSVRt!'!at.'S!S}[I!dId!Stt k9 ilttS P!SI}I(IS�Ptttrr''f pg�S)ISS¢tg$. iEe06 ��tf.tli!It6eS$hdh(In SiI GCSSS Sh.!i&fSI W�'drn2t iGY,nl( w:'ttnaeahrtssnsr„.ha!r8u!kel¢iphna.t;ft+ssir.�b�.mia.,$teessry;.nra.a!ninartiGgrr,r!us:nry+.va:n!ra'.nandnphntgn;psndi>trWG!i!stpdh!si4gt!Lnsigm!a�¢!f3gn¢:nt!,lttt.ihasysn:�nm:,p q:neas,s: e; Anthony T.TomboIII, P.E. xAntdWtynnlnvgivJdhpn"..*tt;(eniiitt!ifhs0*nr,dsC*ufs M4mirsivtsiladttr.fay3!na,htieodmdd!3t,7e0:eda!h:d le dat;ftmA7Na. laegpa4sldiht:ptaisyfi!4,st4t uas4uiaiietSad'mgfirzgt,atpCv.¢tsldivay s6eGhe fx!!>n!iti f(�' #B0083 ' '�d ta`Gsj ie3ljiN ratritnaf9r. tafilf Stl NS5ntr:a6axi2 jfiS�Sit(ttlrS�6N'1r4[tflitd�rlSg $diit YECiN Qjtidnil�tt'vt�tit $isl0lid!tflti11iS6n!'dy911iM11. :iS'R!SQI n5tC11Y It4311tAY1lS �i rlSl�ngfiffh!, tniS QiSTi titE!fS Q{�R'S iZ,.�SQttN fd!SS 4451 St. Lurie Blvd. i4Hd[n A1Vlt lfirm",Y.I9PNtgftkmiog EtfAyu515nLI!!L A11;61gSdPl EeyR[YLAOIkieiy ce4gas,er rrefs$Isen@fuend«yiee[wG 2Aa7t mdtne!mvs i+`r!IkI7N. Fort Pierce, FL 34946 ropyrigb[Qf01AA-1toolLesses-An@ocyl.tomho111,P.E taprodadtonof[bisdatament,inany lmn,nprobibiud,0hom[he wtirtnpermissionhomA-I toot hatses-Anihaayl.lodo111,P.L Job Truss Truss Type city Ply Std Pac/6812 EL B A0186309 XCAS6812DM2E All Hip 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 Feb 20 13:04:46 2017 Page 1 ID:FJM?bXpxJBWbWBogQlllUfzJdIJ-aOZWpuzQgpJul V 168POjDLl4-V4uvzVvg8VyjCziFP? 8 4-9 6 8-11 6 15-0-0 20-10-5 27-9-11 33 8-0 36-0-0 8-8 4-0-14 4-2-0 6-0-10 5-10-5 6-11-7 5-10-5 2-4-0 5x6 = 3x4 = 3x8 MT20HS-- 3x4 = 4.00 12 4 s a z 5x6 = 4x6 -- Dead Load Defl. = 3/8 in 18 17 16 15 3x4 = 11 10 46 = 5x6 = 4x4 = 3x6 = 3x6 = 3x8 = 3x6 II 1000 2x4 II 3x8 = O Ip 4-9-6 8-1 I 15-0-0 24-4-0 33-8-0 36-0-0 , f%A=R 4-n-14 4-2-n 6-n-tn 9-44) Plate Offsets (X,Y)- [1:0-2-4,Edge], [1:0-9-0,0-2-71, [17:0-3-0,0-2-01, [18:0-2-0,0-1Al, [19:0-5-12,0-2-81 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 0.87 Vert(LL) -0.39 13-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.77 13-15 >551 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) -0.09 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -AS Weight: 230 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1667/0-5-8 (min. 0-1-15) 10 = 1599/Mechanical Max Horz 10 = 273(LC 12) Max Uplift 1 = -682(LC 8) 10 = -734(LC 8) Max Grav 1 = 1667(LC 1) 10 = 1599(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2705/2100, 2-3=-2693/2231, 3-4=-2510/2092, 4-5=-2325/2076, 5-6=-2059/1757, 6-7=-2059/1757, 7-8=-605/551, 8-9=-653/537, 9-10=-1612/1307 BOT CHORD 1-18=-12/274, 17-21=-1695/2180, 16-21=-1695/2180, 16-22=-2011/2655, 15-22=-2011/2655, 14-15=-1589/2324, 14-23=-1589/2324, 23-24=1589/2324, 24-25=-1589/2324, 13-25=-1589/2324, 12-13=-1023/1681, 12-26=-1023/1681, 26-27=-1023/1681, 11-27=1023/1681, 11-28=-137/398,10-28=-137/398, BOT CHORD 1-18=-12/274, 17-21=-1695/2180, 16-21=-1695/2180, 16-22=-2011 /2655, 15-22=-2011/2655, 14-15=-1589/2324, 14-23=-1 589/2324, 23-24=-1 589/2324, 24-25=-1589/2324, 13-25=-1589/2324, 12-13=-1023/1681, 12-26=-1023/1681, 26-27=-102311681, 11-27=-1023/1681, 11-28=-137/398, 10-28=-137/398, 1-29=-225/346, 29-30=-225/346, 19-30=-226/345 WEBS 3-15=-442/498, 4-15=-179/443, 5-13=-535/623, 7-13=-512/797, 7-11=-1571/1383,9-11=-1178/1494, 17-19=-528/525, 2-19=-275/382, 16-19=-326/488,1-17=-1722/2181 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. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 1 and 734 lb uplift at joint 10. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ZtiiBSq•FItAFA'YtfSg#!ItrN9ht•A�i rn! trr�$$:ij $$1$�"1 $$�?I€(7$LKi �(RIi41r.1?I$fl$tlN�'L1!a�ISiSA�N'.'�$11:111'hIW, rY:tp€rC$Fpi!Rt'Frf WdI!8{A54:n C[473{1 EdFiPL9p!1{ itiSib!r, iA9]Ogl,rl.111C1kf $SrdEd4T H4 l'✓.'{n R%fi{in tk'd n�! tw,td! Ni`AFtr ch{Fyr{ss6:alerselln fxlDFxi{AAdi Fs+L ss r<s�7A hp+sen1: e,!lecsiry tgnrny esn;nnrtRRregnxasaxilp ed�hkdrs;�nel AgiAeerieprrsrynirtryM€.aksipvdhrsrs$Illr3ssirpl:INrebel}Dnlr,nf{{1flI. tMG ryc nnxp,am,bAS+p uA&::ns, s7te9i.1; Anthony T. Tombo I11, P.E. zdrsed�is(nssMn}k3€alu^srrlasilt'i�+idevsetyt�Cauh nSaudereder{Seb6'7enp:Ae,u5r{#�ide II,3t�wulrEdlalup;t..ad;a•i. Tngp{rcfd�iAt tri ary §sN ,td#t r.4s{gings.Bu6ouge,adsi'yuemtlrlrap FfaGi W{-mailtr! 3600083 'J4 rm`dAr it{i�S!n$$nhe[N nmiFdM R€Atrw'g14l rA4r(kWFnl rn'h 1eF2rt: rfl�Hli1¢�nr"'.,$d$ihfulStaa4li$jpt{IiLT�6r inr£d$$:60C lrhtttL'€$A$R4P.sl jnidBk.'!: $`It iiF<tttf llt{pAt.IkR{3Ad, A.ieF0.RF rAfF@FG�4l, I{23{R{ eS $gSft{n€llii4 xt@�ld9lY,t?Itti 4451 it. Lure Blvd. a€{nu4tndsfe(t.„s^rrlgAr!{$AthnacpUdpe:As inhr4 iSALnsPestyiFeyrxbN0f4st+:ingfrs�$ss,a rnssSntsnt!$urx{dterdefup, S; urE;dt!csennffisedalFN. Fort Pierce, FL 34946 Upyrigh02-0dbA-1tool lressrs-Anlbnzyl.lomboIII, Pi f!pmdudionoidbisdammenf.iaooyfaim,isprobibitedritbaolsbeesireopermissioo$SomA-1Aeoilnsses-Aatbnoyl.lombolll,P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E Al2 Hip 2 1 A0186310 Job Reference (optional) H i MOM i cusses, ron Tierce, M s4avo, eesignLaitruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:04:48 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlll UfzJdIJ-WmhHEZ?gCQZcXoBUGg2B ImNORJpQNshB8S_3n5zjFOz 0-8-8 r1-0-q , 6-11-3 13-0-0 20-8-9 28-3-7 35:-0 36,-0-0 1-0-0 6-2-11 6-0-13 7-8-9 7-6-13 7-0-9 0-4-0 0-8-8 3x4 = Dead Load Defl. = 5/16 in Sx10 = 1.5x4 11 3x8 MT20HS= 4x6 = 4.00 V2 3x8 = 5x6 = 4x4 = 5x6 WB= 3x8 = 3x6 = 4x4 = 4x6 l 1OX10 3x4 = 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 'Except' T1: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W7: 2x4 SP No.2 OTHERS 2x4 SP No.3'Except' 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-12, 7-12, 8-10, 2-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1831/0-5-8 (min. 0-2-3) 9 = 1602/Mechanical Max Horz 9 = 315(LC 8) Max Uplift 2 = -813(LC 8) 9 = -761(LC 8) Max Grav 2 = 1831(LC 1) 9 = 1602(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3107/2334, 3-4=-3110/2557, 4-5=-2677/2231, 5-6=-2677/2231, 6-7=-2677/2231, 7-8=-1863/1532, 8-9=-1529/1336 BOTCHORD 2-16=0/298, 15-20=-1601/2193, 14-20=-1601/2193,14-21=-168112501, 13-21=-1681/2501, 12-13=-1681/2501, 12-22=-1068/1863, 11-22=-1068/1863, CSI. DEFL. in (loc) I/deft L/d TC 1.00 Vert(LL) -0.2410-12 >999 360 BC 0.74 Vert(TL) -0.5812-14 >729 240 WB 0.85 Horz(TL) -0.07 2 n/a n/a Matrix -AS BOT CHORD 2-16=0/298,15-20=-1601/2193, 14-20=-1601/2193,14-21=-1681/2501, 13-21=-1681/2501, 12-13=-1681/2501, 12-22=-1068/1863, 11-22=-1068/1863, 10-11=-1068/1863,10-23=-122/476, 23-24=-122/476, 9-24=-122/476, 2-25=-451/690,25-26=-451/690, 17-26=-452/688 WEBS 15-17=-282/372,3-17=468/645, 4-14=0/305, 4-12=-161/381, 5-12=-560/635, 7-12=-858/998, 7-1 0=-1 138/1153, 8-1 0=-1 842/2235, 14-17=-124/394,4-17=-451/536, 2-15=-1614/2134 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) Plate(s) at joint(s) 4 and 13 checked for a plus or minus 3 degree rotation about its center. 6) Plate(s) at joint(s) 6, 2, 2, 16, 3, 15, 14, 5, 12, 7, 10, 9, 8 and 17 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 225 lb FT = 0% 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 761 lb uplift at joint 9. 12) 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. 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ... Atsxar•ntese;arAptyrc!ita 6e'41irAUSS:i(Ytti�EGAtCrfWk6(QkitknlilFllCYt'!&Djt(sM7p':i74YACi'ta¢Ini;hc±trnrexnadsetiuksatFt rnss 6rstp Emi�iQO(;n!"ela7krnr.lermlp,riGtctw HMEeteretsa tlint t"ase'narGdu�it-0,nh Yi(elnaarJxptns strBEe audhrta lg6hNetW.lsetntsEa:OtFgUerk.t,Syet3d(rspaaa;.4a:rdeera(i6Art�eseasaau±teradM1ewa(et:�aed x{ixeaiatrrsss:; tmhetes�gedtseag7eTsntlgiad:nWflgrcll,saa tru, iNEs,�petseapt tssly aer scs, svMi:3; Anthony T. Tombo III, P.E. xdtlet?ftls fntstan±kldng u,xsrltsdlrfix`iteCen,l'�C�:eftee�eStdryeelnsSe ta'dq ksf,4txtaiertd�l(,0.tB:¢lsvhtJta:':datsedtraA7itL ilegNaeddBei:iluiap5eliaadtt-salt,m'.dat4advysnrge, <.IeFmusdMe .sSil defSesxsaztisr9±�' #80083 ' 3a lciny FaApn talfaedacht 3aet setsdakaP6n1(vrtxtus sdtals:nnAtu6ailsG:yasmtcsrY4'ktct4n!t(Sfrt�tiskitr tfleslS4'Jmrdaaaelhtttgilaae, lr4s!?ue:Aansret d5rntulltietCthr,ss 6euse, rntt R!Rt[gawaCns: umfrana,al:st 44515t. Lucie Blvd, e-inwitedsnerli±e(eke§sgetgeeq.rtslE±tgreCiesierG!e43r Lms3ssiEah;he!;i; g0s itkir7er2tU9x;,atnssStsnA bia'a dsrieraq. L,arNncael setenud elmrtbl. Fort Pierce, FL 34946 topyrigtfa20I6A-iteolhesus-AmEonyl.tem6n0±,P.E. geptodudioeoi0isdowment,inanyfamispro616W.Moul[bewtintopetmissiachomA-ltooiimtset•Aothc:yl,tom6oIII:PL Y Job Truss Truss Type Qty Pac/6812 EL B A0186311 XCAS6812DM2E A13 Half Hip 2 Fy 1 �Std Jab 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 Feb 20 13:04:49 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-_zFfSv?JzkhT9ylhgYZQr wapi6d6H3LN5jcJXzjFOy 0-8-8 1-4 5-11-7 11-0-0 19-4-9 27-7-7 36-0-0 1-4-05-2-15 5-0-9 8 4-9 8 2-13 8-4-9 0-8-8 5x10 = 4.00 12 1.5x4 11 3x4 = 3x6 = Dead Load Deb. = 7116 in 5x6 = 16 19 15 20 14 21 13 12 11 22 10 23 9 3x6 MT20HS= 5x6 WB= 3x6 = 5x6 = 4x4 = 3x4 = 4x10 = 5x6 II 1000 3x4 = 8 5-11-7 11-0-0 19-4-9 27-7-7 36-0-0 -A_ a-r,8-2-13 8-4-9 Plate Offsets (X Y)— [2:0-8-13 0-2-7] [2:0-0-4 Edge] [4:0-7-0 0-2-8] f8.0-2-8 0-2-4) [9:Edge 0-3-8] [10:0-3-0 0-2-0) [l5:0-3-0 0-2-0] [17:0-5-12,0-2-8] 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 0.89 Vert(LL) -0.32 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.72 12-14 >592 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(TL) -0.08 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS Weight: 215 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W7: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-10, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1599/Mechanical 2 = 1814/0-5-8 (min. 0-2-2) Max Harz 9 = 273(LC 8) Max Uplift 9 = -756(LC 8) 2 = -827(LC 8) Max Grav 9 = 1599(LC 1) 2 = 1814(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2939/2234, 3-4=-2930/2408, 4-5=-3114/2572, 5-6=-2263/1844, 6-7=-2263/1844,7-8=-2263/1844, 8-9=-1519/1326 BOT CHORD 2-16=0/290, 15-20=-1628/2193, 14-20=-1628/2193, 14-21=-1818/2609, 13-21=-1818/2609, 12-13=-1818/2609, 12-22= 2174/3114,11-22=-2174/3114, 10-11=-2174/3114, 10-23=-83/397, BOT CHORD 2-16=0/290, 15-20=-1628/2193, 14-20=-162812193, 14-21=-1818/2609, 13-21=-1818/2609,12-13=-1818/2609, 12-22=-217413114, 11-22=-2174/3114, 10-11 =-217413114, 10-23=-83/397, 9-23=-83/397, 2-24=-343/540, 24-25=-343/540,17-25=-344/539 WEBS 15-17=-386/417, 3-17=-370/506, 4-14=0/287, 2-15=-1644/2153, 14-17=-1961493,4-17=-180/311, 4-12=41I 713,5-12=-184/287, 5-10=-980/83B, 7-10=-606/709, 8-10=-2074/2540 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 and 11 checked for a plus or minus 3 degree rotation about its center. 6) Plate(s) at joint(s) 6, 8, 9, 2, 2, 16, 13, 3, 15, 14, 17, 12, 5, 7 and 10 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 756 lb uplift at joint 9 and 827 lb uplift at joint 2. 11) 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. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard "� " �b'iiit •flltsl� parka na'41 £grlsUski iE1trX'ffYUB'tL1L'itOK"C47�t€S1EP ID:a04:'��'EYftlf'bim. Cm £!i ttmn�rceaimtcat±snft9 ircss ElA;araoKigllP4;WtslS+@eryl.lerAatl6£Eltinenf WeeiteFara nl. 6�tsse"ali�ae C�zdu&iED,al; YJiidllnr,iM; vflilgr T133>dtttStt lg6nds Aid.}ITfi4'IS�jS:AthIC h.CfitlSttlf tfyiFtYA'QSty,NE#ftt�Sif(l1SYSn%(F�iR/IXdEl Rlt! tAt�Y:fittlEi;'iS;NS.tdG(IR�t{145;@�Latla;llTSi53 tt£11t£0. SAET�gnN,�!(di d, iR{{ll;iflnS; i:. t£'eA{",.�yy hj2?t thonyT Toribe tlj, RE l�tu+'nx tnlsfrrm#J€again;PvW£ns!ltr aw,ne6aae8aeatAudµetllAde rake;ie .u6er;dtillnear,k@:rdesad£tEf;a�a7741.i1rl;PnddaET;AWu; uax.rJ#eTinyrcA'stiyS c;.6ue;l,a<.bGmt�hetig sBLi henuu.i9:7;>.' 80083 ' fern`wi..'Um!Mtntrttse£9nxecsllMnt3eC6ei[as;rxJ:usairYieesa!fieMitryGs}ar'idcyfvsastin7tdfriJWridrtl3ul5t3mNeleecaln�a.ltgilae.Fnlit!nts:keasioul7.Rslniitins'MTnugta�lSfranYrzcnra£�artlut*rcssdsA art,x�lss 4451 St, 1 ucie Blvd. Fort Pierce, FL 34946 lafAaEaflbEt£ryettCefaytNrylEbAnnitgh>r;xonanE!d?kLss 6lsdp&;uexis Nl'9: preLyss�ax,xfassSFshmEl;nttrtlmbMicy, S: a{aAirnlx:A:s m:s t:`i!£atfkL ropyrigh a 2016 A-1 Rod Basses-AnlbayMombo III, M. 43prodattion of lbis domment in any No, is pro6lbittilwAoal [be arluen permissin hamA-1 Rod lrassts-Ambaeyl.Toebo lll,p.L Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186312 XCAS6812DM2E A14 Half Hip 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 312016 MiTek Industries, Inc. Mon Feb 20 13:04:50 2017 Page 1 ID:FJM?bXpxJBWbWBogQlll UfzJd IJ-S9ol fFOxk2pKn6KtN F5fNBTkA6TTmrUblTAszzlFOx 0-8-8 -1-4-0 4-11-12 9-0-0 18-0-9 26-11-7 36-" 1-4-04-3-4 4-0-4 9-0-9 8-10-13 9-0-9 0-8-8 5x10 MT20HS= Dead Load DeB. = 112 in 4.00 F12 3x4 = US = 1.5x4 11 4x6 = 4 T9 5 6 7 Tq 6 h7qbli- -.4, 1 qm. lox10 2x4 II E5151161 t 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 30 *Except* T1: 2x4 SP No.2 BOTCHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3, B5,B4: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W7,W6: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-12, 5-10 2 Rows at 1/3 pts 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 9 = 1596/Mechanical 2 = 1798/0-5-8 (min. 0-2-2) Max Horz 9 = 232(LC 8) Max Uplift 9 = -753(LC 8) 2 = -841(LC 8) Max Grav 9 = 1596(LC 1) 2 = 1798(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2708/2078, 3-4=-2681/2199, 4-5=-3657/2992, 5-6=-2785/2253, 6-7=-2785/2253, 7-8=-2785/2253, 8-9=-1508/1317 BOTCHORD 2-16=-5/284, 15-20=-1611/2139, 14-20=-1611/2139, 14-21=-I913/2671, 13-21= 1913/2671.12-13=-1913/2671, 12-22=-2659/3657, 11-22=-2659/3657, 21 13 12 22 11 10 23 6x10 MT20HSI I 3x8 MT20HS= 5x6 WB= 4x8 = 3x4 = 8-0-9 26-11-7 36-0-0 I-0-9 8-10-13 9-0-9 41, [B:Edge,0-1-121, [9:0-3-8,Edgel, [10:0-1-12,0-2-01, rl5:0-3-0,0-2-01, rl6:0-2-0,0-1-81, [17:0-5-1EO-- CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.92 Vert(LL) -0.3410-12 >999 360 MT20 244/190 BC 0.83 Vert(TL) -0.8412-14 >504 240 MT20HS 187/143 WB 0.81 Horz(TL) -0.07 2 n/a n/a Matrix -AS Weight: 206 lb FT = 0% BOTCHORD 2-16=-5/284, 15-20=-1611/2139, 14-20=-1611/2139, 14-21=-1913/2671, 13-21=-I913/2671,12-13=-1913/2671, 12-22=-2659/3657, 11-22=-2659/3657, 10-11=-2659/3657, 10-23=-37/309, 9-23=-37/309, 2-24=-226/381, 24-25=-226/381, 17-25=-227/379 WEBS 15-17=-512/473,3-17=-261/350, 4-14=0/263,2-15=-1637/2126, 14-17=-318/601,4-17=-328/146, 4-12=-822/1183, 5-12=-302/427, 5-10=-957/811, 7-10=-651/761, 8-1 0=-2401/2965 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) 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 753 lb uplift at joint 9 and 841 lb uplift at joint 2. 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. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and M." gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard naar.nen,� re�3a nt�ia rar noss_>fsEEr�y [alrt€:dtMamMran tracofsuos: ><w>4mn�m. ratr ttvrermst�:3azl�stnasacutnl3 e:,lp+ct�yi<aEpna�t eat3*t.Itasem,r� eraem sErntaae ne e�tu�;rfise 3,�dgae;cn,r�r liitel:evJa!'su3a: ktn3ita 6t lDpkNnGi rstr?stx9r3 rgtttn(u,!tttY!ryigieea;433t ttarlaor�rt;exfa.a!;wa�uerrt:: �tlt�3en*p;egv3:+�nwrxtfs�adraw!�runrrtha9mmnerootntaura. ?t<a;yt o;:;3!s:+;t 3dnrrtas, nar; Anthony T. Tombo 117, P.E. Srdt3u'.IllsUmhre3rs#7dapuesrt;reeoli'ur.d&eC+ou,h:Cuth te[murlgsntttler'.Fm!�RSri{u!,uhna�ala83 rf,�tt�m€wUsd 4e LeialfsJ iN t ratq!rsad d MIDD W of501 tONT"""twiq 4.mymreg3,whr.muMiW4lie, 1. n!rs4ir:7!0 ¢80083 �;rs,:thr:,arctfttmrn.nSSRi3da1h81t:0aFt!ffi!(iSUS¢SEATE!NtSi�ft3rPH9jrts7NSCSs4'tli El�e7SSt!4{litk�kf nCtir:lrtFSd�JEeL+dritrC.CTI�i(4A tr:!tE<RtS:tllli}SS;11C,41FSdtAS30�.htraS3Q143ekS,GrsDratgrznatcnssu3d:anx,ntu3 4451 St. Lucie Blvd. t3a,nnLsb3d4µttmMageNget h+nagE! eIXru;ies ndrtL ;let:rssdtstpFi`patxe Ytll4e td!tUrndyar.a L lslrshaEtpaen dm, YtFF�y; ;Crgda:3edl�sa m a i�`.Gaed prFFI. � Fort Pierce, FL 34946 CopyripbtQ1r116A-1tootLcsus-Anfbnnyl.TomboIII, U iapmdutriondibisdocument,inany Not, isprohibitedritbaultberrittenpermissionlromkltooifmssts-Ambonyl.lorboill:p.E r Job Truss Truss Type Qty Pac/6812 EL B XCAS6812DM2E A15 Half Hip Girder 1 �Ply 2 �Std A0186313 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 Feb 20 13:04:54 2017 Page 1 ID:FJM?bXpxJB WbWBogQll I UfzJd IJ-Lw2YVd3RnGJmFjeec59bY1 dP7kogmZ94W NRN?IzjFOt 0-8-8 -1-4-0 3-10-4 i 74 11-1116-8-79 1-6--70 26-377 31-9--713_-_ -0- 3 9 30 4-0 -49 4 4-94-4-1-31-4-0 -12 %2 0-8-8 Iy, 1 Ij, 1.5x14 11 Ij, Iy, Ij, Dead Load Defl. = 5/8 in 4.00 12 Sx I 1" 71.5 4 11 1' nb' 36 N 71 388 i' 398 1 1 I I34 t6, 36 1.5x4 II _ e�a�. �(0010 �, W OO ANN 22 37 21 38 20 3x8 = 6x6 = 4x4 = 1000 = 2x4 II 39 40 41 19 42 18 43 447 45 46 47 3-8-8 3-10-4 7-0-0 11-11-3 4x8 = 5x10 MT20HS= 1.5x4 II 16-8-9 21-M 16 48 1549 14 50 51 52 53 13 54 55 312 II 56 3x8 = 1.5x4 11 5x8 = 5x6 WB= 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 0.98 Vert(LL) 0.52 16-17 >824 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.95 16-17 >447 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) -0.10 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 452 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.3, B3: 2x6 SP 2400F 2.0E 81: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except` 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-15 oc bracing. REACTIONS. (lb/size) 12 = 3956/Mechanical 2 = 3702/0-5-8 (min. 0-2-3) Max Horz 12 = 190(LC 4) Max Uplift 12 = -1914(LC 4) 2 = -1864(LC 4) Max Grav 12 = 3956(LC 1) 2 = 3702(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5270/2550, 3-4=-5201/2584, 4-25=-9256/4551, 25-26=-9256/4551, 5-26=-9256/4551,5-27=-9256/4551, 27-28=-9256/4551, 6-28=-9256/4551, 6-29=-10490/4833, 29-30=-10490/4833, 7-30=-10490/4833, 7-8=-10490/4833, 8-31 =-1 0490/4833, 9-31=-10490/4833, 9-32=-4920/2348, 32-33=-4920/2348, 10-33=-4920/2348, 10-34=-4920/2348, 34-35=-4920/2348, 35-36=-4920/2348, 11-36=-4920/2348, 11-12=-3831/1949 BOT CHORD 2-22=-133/338,22-37=-1151264, 21-37=-115/264, 21-38=-2331/4893, 20-38=-2331/4893, 20-39= 3149/6586, BOT CHORD 2-22=-1 33/338, 22-37=-1 15/264, 21-37=-115/264, 21-38=-2331/4893, 20-38=-233114893, 20-39=-3149/6586, 39-40=-3149/6586, 40-41=-3149/6586, 19-41=-3149/6586, 19-42=-4884/10585, 42-43=-4885/105B4, 18-43=-4885/10583, 18-44=4886/10586, 17-44=-4886/10586, 17-45=-4886/10586, 45-46=-4886/10586, 46-47=-4886/10586, 16-47=-4886/10586, 16-48=-3782/8405, 48-49=-3782/8405, 15-49=-3782/8405, 15-50=-37B2/8405, 14-50=-3782/8405,14-51=-3782/8405, 51-52=-3782/8405, 52-53=-3782/8405, 13-53=-3782/8405 WEBS 21-23=-1879/953, 4-20=-115/525, 4-19=-1484/3209, 5-19=-788/628, 6-19=-1614/609, 6-17=0/393, 6-16=-241/281, 7-16=-585/461, 9-16=-1113/2549, 9-14=0/453, 9-13=-4264/1926, 10-13=-818/650, 11-13=-2835/5945, 20-23=-871/1742, 4-23=-2054/1059, 2-21 =-2302/481 1 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 0-7-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 or clinched. Webs connected as follows: 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) 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 4) Provide adeauate drainage to prevent water 5) All plates are MT20 plates unless otherwise indicated. 6) Plate(s) atjoint(s) 4, 8, 11, 12, 2, 2, 22, 18, 3, 21, 20, 19, 5, 6, 17, 7, 16, 14, 9, 10, 13 and 23 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) atjoint(s) 15 checked for a plus or minus 3 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; 9901 9th Moving Load; #1001 10th 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. 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1914 lb uplift at joint 12 and 1864 lb uplift at joint 2. 13) 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. t;ontinuea on page z ... ..� .. i'a€E7•BEesf�ra7X; rerirt At'41 r70f1iCSY5iSW9"yF.N01€isE416tg9:{Ik�t5f€SIfH{tC!nji:LV71}:i7GYiAl'km.}Eid7 k}t}sE¢rt5saa seEtESl±sn�f imsEtsip CEriryilCC; Esi14E Sat5Es;7.!Er>»0,t:.UM:tteS}EetkrErc 4sx tufts E�fiau tRidexSa;t-0,air 7{I!t}UYud9;}itf15}9ll btLfn}St IG}bNpCd,ift}hi5'rt:�rE¢�Stl54,!}tGt'Sti tN�fpf'pG9ENlf&tgiQiSIENPSPn1 EtY:if}IR:E2RE(E}P45 e18i1P}REI(larni}9tladi'11n(M(45i�El}iE Sb}15753ti k}k5EdE1!#E}�gfEi(EE{451fllihE (flit lSSxaPEra;.k3$Y}t arayt rE4rn - Anthony T. Tomboflf, P.E. ob"'I kI..Ido W. ?aw.;J.;U it±0.e 0,C:ofstE4aitu't}WEsdetd.fm}3EEiySe,Urxi��a` tu�f,iE6(du>.4;Ylcs�gsekzit8�i. TiEgpEMdOE}�MErySekrtEl�E �E55.�,�uq�c�}.m�q;:grr}•.ox�nEa gaEub_rx �EES�.�J� # 80083 ' 4alnle}h;1}r...droeuMr,t!I¢zatsu Egmda P.g[E{P.S}ra?itst}a3s+eesdtoah+liFS}L¢p:cSdE'd taksc�tntt6P,}Ettis3aik}NIudS:3m5EFieEMkc}EECf!ptdiA.l}rii dEStf}#Eias}f411'.li 4311d(.�tl5!R4t'ESSQP[L�ifG rrySSQiSYi k}aeu@(11r5S V,p-kMlH,fa)I53 sht+i;rds!¢e}}la (e�Etl tpNlgEa beta"¢ylr eg}nan4srhN. ltttusOsss}s6}arsi5 AT 11 pnig0estpsr,a rnss}PSEaEe}ineidEE} irsni,;"rqf¢=¢ef x<csm Es dE�.ed'a I}Li. 4451 St. Lucie BIVd, Fort Pierce, FL 34946 topyrigl}�3018d-ItuofLecses•M!Eeeyl.lnm6oIII, P.E, ispmdu4ienait6isdaiomen7,inoayhm,ispm6i60ed.it6oa€ifiewriuenptrminietiromA-IYoaiimnes-An@ecyl.Taclalll,P.F, Job Truss Truss Type Qty PIY Pac/6812 EL B XCAS6812DM2E A15 Half Hip Girder 1 2 �Std A0186313 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 Feb 20 13:04:54 2017 Page 2 ID:FJM?bXpxJBWbWBogQlllUfzJdIJ-Lw2YVd3RnGJmFjeec59bY1 dP7kogmZ94WNRN?IzjFOt NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 361 lb up at 7-0-0, 174 lb down and 211 lb up at 9-0-12, 174 lb down and 211 lb up at 11-0-12, 174 lb down and 211 lb up at 13-0-12, 174 lb down and 211 lb up at 15-0-12, 174 lb down and 211 lb up at 17-0-12, 174 lb down and 211 lb up at 19-0-12, 174 lb down and 211 lb up at 21-9-4, 174 lb down and 211 lb up at 25-5-12, 174 lb down and 211 lb up at 27-5-12, 174 lb down and 211 lb up at 29-5-12, 174 lb down and 211 lb up at 31-5-12, and 174 lb down and 211 lb up at 33-5-12, and 195 lb down and 206 lb up at 35-5-12 on top chord, and 372 lb down and 225 lb up at 7-0-0, 76 lb down at 9-0-12, 76 lb down at 11-0-12, 76 lb down at 13-0-12, 76 lb down at 15-0-12, 76 lb down at 17-0-12, 76 lb down at 19-0-12, 439 lb down and 84 lb up at 19-10-1, 76 lb down at 21-9-4, 439 lb down and 84 lb up at 23-4-15, 76 lb down at 25-5-12, 76 lb down at 27-5-12, 76 lb down at 29-5-12, 76 lb down at 31-5-12, and 76 lb down at 33-5-12, and 88 lb down at 35-5-12 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: 1-2=-70, 2-4=-70, 4-11=-70, 12-22=-20, 2-23=-20 Concentrated Loads (lb) Vert: 4=-258(F) 20=-372(F) 7=-174(F)16=-38(F) 25=-174(F)26=-174(F)27=-174(F) 28=-174(F) 29=-174(F)30=-174(F)31=-174(F) 32=-174(F) 33=-174(F) 34=-174(F) 35=-174(F) 36=-195(F) 39=-38(F) 41=-38(F) 42=-38(F) 44=-38(F) 45=-38(F) 46=-38(F) 47=-439(F) 48=-439(F) 50=-38(F) 51 =-38(F) 53=-38(F) 54=-38(F) 55=-38(F) 56=44(F) Wniy 41frer.WA lrt;r IIESSESIT[1111RIEW TIL45I IM91110%(ETONrrnY)1ti.K9u':IOiYEBI' hrc. rrafeaippneshts.,Ered 4sndysT.. MlpMfg gP,ml me 16.[T.trteeW.I!rdt-ikaldae.. Ed,. detnlu Md.It It,nif tldri"'attylehsshtknrtf.WITUIt tdi. Isnires Eeva hyh:y(u,5yemh6yi� ede:rlwayTetrgrt:wsmsetylar d>stpm:siuderpiesrhyapttokr�irt 3t Ito dmewr'tTm:teymWa fieIDtedy,vlaliti. az&siprsaapas, ix<hywL�em,"Way Anthony T. Tombo ilt, P.E. W neelmr L.sstttaryrd§Ery ltBr rt:ynsiaiaydhtnr., dt Onds oslymulgwAnpe&ilGay gnlpa,h3e udedddetLik lKutiirlrsl xilGq Mealylld.)k efy;ttsld6eID0 tttrty fietdnrdlstinn; IodHhykxdhy slmeymhsh!eim[ti hnsy sid'leax myasiiiiiryd 480083 ' htnarayoes;gv d[t>ata.ItetlmsdtdnhToottltaprCkesedp:urndserrrsntrpu,Isdrytdrae�pugyde:�tlrrnnaswmcrdnuntn�aapdu.Tny[.WHEW,n�m<rttrauesdhmswpR,tr:rs�:nttytettttnnssEQnan.odns 4451 5t. Lucie Blvd, sdavie teLttllrl[aamrpedgahnnxt ly Kf yrues hashed lhern;s DeYu hyhtt+is rgldehItigOrslyw;ttLass$nszhyhte!dsry H:iliq. stayudardttta; ntls dduN%ir41. rort Pierce, EL 34946 (apyrigM®1RIdA•IRoolLasses AathonyT,Temhoftl,P.F. Reproduction at this document, inanybrm,isplobi6itedwhicunbemittenpermissienfremAdRoofimsses•AnthonyT.tonboIII, P.E. Job Truss Truss Type Oty Ply Pac/6812 EL B A0186314 XCAS6812DM2E A15C Half Hip Girder 1 3 �Std 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 Feb 20 13:04:58 2017 Page 1 I D: FJ M? bXpxJ B W b W 8 og OII I UfzJd IJ-Di H3 K_6yrV pBkLxPrxEXito GELFpiPsgR?Pb8 Wz]FOp -1-4 -0- 3-10-0 3-1-12 7-0-0 10-1 3 13-9-1 17-2-8 21-7-0 25-11 30 -8 111-12 36-0-0 3-1-12 3-5-7 3-5-7 4-0-0 4-0-0 5-0-0 1.5x4 II Dead Load Defl. = 11/16 in 38 25 24 23 - 2242 4321 20 44 45 �7x10 MT20H� 4x8 10x10 = 15 14 52 53 54 55 56 13 39 40 41 6x6 -::57 - 2x4 11 5x6 = 4x4 = 4x4 = 5x8 - 3x4 11 2x4 11 5x6 = 3x6 = 4x8 = 8x8 = 0-8-8 Q 10 3-10-0 7-0-0 10-5-7 12-8-8 3-9- 17-2-8 21.7-0 25-11-8 30-11-12 36-0-0 0- 10 3-1-123-5-7 2-3-1 1-0-9 3-5-7 4-0-8 4-0-0 5-0-0 S-O-0 0-6-14 Plate Offsets (X,Y)- [2:0-8-8,0-2-12], [2:0-1-0,Edge], [4:0-5-8,0-2-8], [6:0-2-8,0-1-8], [11:0-3-12,0-1-8], [13:0-3-0,0-4-0], [16:0-5-12,0-5-0], [18:0-7-0,0-3-12], [20:0-1-8,0-2-01, [26:0-5-12 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.50 17-18 >849 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -1.05 17-18 >406 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 763 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E *Except* B2: 2x4 SP No.3, B5,131: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8,W7,W11: 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13 = 4017/Mechanical 2 = 3734/0-4-12 (min. 0-1-8) Max Harz 2 = 190(LC 4) Max Uplift 13 = -1571(LC 4) 2 = -1638(LC 4) Max Grav 13 = 4017(LC 1) 2 = 3734(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5643/2274, 3-4=-5583/2318, 4-28=-8754/3547, 5-28=-8754/3547, 5-29=-10186/3915,29-30=-10186/3915, 6-30=-10186/3915, 6-31=-17608/6329, 7-31=-17608/6329, 7-32=-16764/5443, 8-32=-16764/5443, 8-9=-16764/5443, 9-33=-16764/5443, 10-33=-16764/5443, 10-34=-14001 /4807, 34-35=-14001 /4807, 11-35=-14001/4807, 12-13=-393/311 BOT CHORD 2-25=-103/381, 25-39=-96/257, 24-39=-96/257,2440=-2005/4788, 23-40=-2005/4788, 2341=-2805/6626, 2241=-2805/6626, 2242=-3547/8754, 42-43=-3547/8754, 21-43=-3547/8754, 21-44=-3547/8754,20-44=-3547/8754, BOT CHORD 2-25=-103/381, 25-39=-96/257, 24-39=-96/257,24-40=-2005/4788, 23-40=-2005/4788, 23-41=-2805/6626, 22-41=-2805/6626, 22-42=-3547/8754, 42-43=-3547/8754, 21-43=-3547/8754, 2144=-3547/8754, 20-44=-3547/8754, 20-45=-4001989,45-46 400/989, 19-46=-400/989, 18-19=-37/331, 7-18=-277/243,18-47=-6413/17920, 47-48=-6410/17912, 17-48=-6416/17900, 17-49=-4874/14291, 49-50=-4868/14302, 50-51=-4868114302, 16-51=-4871 /14309, 10-16=-16081627, 15-52=-305/800, 52-53=-305/800,53-54=-305/800, 14-54=-305/800, 14-55=-1936/5222, 55-56=-1936/5222, 56-57=-1936/5222, 13-57=-1936/5222, 2-58=-258/565, 58-59=-259/564, 26-59=-259/564 WEBS 24-26=-1708f773,23-26=-837/1956, 4-23=-71/299, 4-22=-1035/2969, 5-22=-19731802,18-20=-3774/9874, 6-18=-282018670,7-17=-1262/1069, 8-17=-270/240,10-17=-634/2725, 14-16=-1686/4571,11-16=-3106/9497, 11-14=-1064/600, 11-13=-6227/2295, 2-24=-1 980/4701, 4-26=-1 748173 1, 6-20=-5084/1890, 5-20=-525/2037 NOTES- 1) 3-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) 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. II; 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) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1571 lb uplift at joint 13 and 1638 lb uplift at joint 2. 13) 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. L.onanuea on page z tNvir;•F4+u�mr'lp«Aei9a'}.S SJprT+9SSa{SE8!i�6E40st;fttlS1lUMERWrSlE:187!{llt0'!.'ON7A':pGY'Jirhra tt�lq kt4t rztaKtrsaitedufrnl3s;irn[ !i;+r.•hiitFF; Wtl+:slSnrT,lens�iU4rEl!cee¢i4ttllcfitt fst. Ctiets t."vt�ue s�edttSe3-0,ah Ni':etuar:Jx plYn+h",kn+dln rtt lGpnktetd lttL ss pr,�Ee{urm l:.y�t (h +ml9s stNntgl6Rnp+sex+axttpta+ti Rtrttlts: r+el it+ul:np+ss°ilApta rxdn�pldheutgttTr+st iepiard txe(ypnlr,w1n1N61kMtrpenu+p6as.IsN,xp mSfsts ssdihrr Anthony T. Tombo Ili, P.E. r4tuxmtlns+raa.t+e n�rnpaw msEfk U.:an0-es �audgtdnneiai6l3n��,uru"Wit+ar,-NKW.ind dill.;alsZ9111.ne9pddmt:netar rue;tdtt:nn.:n;:y�rnmr+t,3a rma �ts,ea�stver �rr.u«.atei� #80033 M1e!"tug2utq>;ta!(aaM+. fptnsst!t9oM1etppefhtgrAetnuirmisSsnt'M1t Pm!8a4Us7�usEk+i<'qlraetAstlO(1lisidkl?Nnlsfitertrefiiaudfmgetsetlda;e,RlEMlnesi+ttqusiY5FrsndriesEtkFress pesi�sy titshFire Esp2atetlrttf lraadsannal+n 44515t. Lucie Blvd, tfnri+tG?mer4itreaMrls,7erltgtt4m:+bphel;rctiessstl!rL 7t1!nsr+ti�tspaex;sApli+triixltdpr,a(mslsstenfEpttadcq kitioq.l„rgit�ed;se; tnnd¢nigffFl. Fort Pierce, FL 34946 Upyrigit!L 2016 A -I Aoollmsts-Adotyl.lombo III, P.E itpudutiion of this damaneet, is any (^.is is praFbittd ritbaat ibe olio permissier.I=A-1 taoilrrssm-�Antheayl. Torino III, PL Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E A15C Half Hip Girder 1 3 �Std A0186314 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 Feb 20 13:04:58 2017 Page 2 ID:FJM?bXpxJBWbW8ogQlllUfzJd IJ-DiH3K_6yrVpBkLxPrxEXitoGELFpiPsgR?Pb8WzjFOp NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305 lb down and 361 lb up at 7-0-0, 174 lb down and 211 lb up at 9-0-12, 174 lb down and 211 lb up at 11-0-12, 174 lb down and 211 lb up at 13-0-12, 174 lb down and 211 lb up at 15-0-12, 174 Ib down and 211 lb up at 17-0-12, 24 lb down and 37 lb up at 19-0-12, 24 lb down and 37 lb up at 21-9-4, 24 Ib down and 37 lb up at 25-5-12, 174 lb down and 211 Ib up at 27-5-12, 174 lb down and 211 lb up at 29-5-12, 174 lb down and 211 lb up at 31-5-12, and 174 lb down and 211 lb up at 33-5-12, and 195 Ib down and 206 lb up at 35-5-12 on top chord, and 372 lb down and 225 lb up at 7-0-0, 76 lb down at 9-0-12, 76 lb down at 11-0-12, 76 lb down at 13-0-12, 76 lb down at 15-0-12, 76 lb down at 17-0-12, 338 lb down and 140 lb up at 19-0-12, 577 lb down at 19-10-1, 338 lb down and 140 lb up at 21-9-4, 577 lb down at 23-4-15, 338 lb down and 140 lb up at 25-5-12, 76 lb down at 27-5-12, 76 lb down at 29-5-12, 76 lb down at 31-5-12, and 76 lb down at 33-5-12, and 88 lb down at 35-5-12 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: 1-2=-70, 2-4=-70, 4-12=-70, 19-25=-20, 16-18=-20, 13-15=-20, 2-26=-20 Concentrated Loads (lb) Vert:4=-258(B) 19=-38(B) 7=-174(B) 23=-372(B) 17=-243(B) 28=-1 74(B) 29=-1 74(B) 30=-1 74(B) 31=-174(B)34=-174(B) 35=-1 74(B) 36=-1 74(B) 37=-174(B)38=-195(B) 41=-38(B)42=-38(B) 44=-38(B) 45=-38(B) 47=-243(B) 48=-439(B) 49=-439(B) 51=-243(B) 52=-38(B) 54=-38(B) 55=-38(B) 56=-38(B)57=44(B) Ynht Fleeteaemtdltn.kseu-A I Igg(TICttEt(SfSfi' �E13dI f(tYf 6G7FOILgeS CdfIOYrYMJ'j:[Yr:6J[kuEYnc� TedtetA(epenael-dnd edes nods re" WIP11-in (PlW W"I.beh lu; t L h!a-eenSuetWe its Lelm o�tiltt Mei n @e IN, Wt ILTek-WIlelesssdll: fir Me no heesdd. Aseinssgnrs Fe;hem{is,SPnefTLPaea Me sslnmylggrgnsnunacgasedne PeL;veedee;hsmtresynsdrEttLs 3e desipd@esnsL Less sr' n IgDn¢,ndnlFFt.Ikk:iP eshotties, Ldhiwteiees.snt40 , Anthony T. Tombo III, P.E. rd nedl sTunL: at teVda; ISMugn:u:ligd6e0.w,MU.eeise8.shd gemnnelrilliq Oes7er,h9xwteddtle llLLe 1#dlhlrrl'�Afq<e�adRfl.Le rytmd dhe TOW ntfld.ad8'efuss, leddit;Wliey slcge,asfelitlhanlhu.+e sld! hfie us(nNeadt d z80083 ' Le87fo;@sigerad uaaedn.sued's Satoh 1.lgg"Ibrrcel-I piea(mesdtiekddal OsPeNlteryldeieelem7t5Q;e1L:Eel It lfl.190 "sden:alfxinyd pitrse. 44515t. Lucie Blvd. eslextssietaedlre(ah�agedgna narg ltdltsdhs hnh:i lh lrrsgeC;sL;lace is E(4sN 6alliygwpyaLru 5ldee:h;hee duy Mead. dllalodhdlwmsnenddcdalrsL Fort Pierce, FL 34946 Copyllght D ldld A•I RaalTmsses-Anthony Hombo III, P.I. Repsadunian at this donament, in any taint, is prohibited whhou the mitten peisansion hone A -I RaotTiosses-AmhonyLiamho iil; P.I. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E 1301 Half Hip Girder 1 3 �Std A0186315 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 Feb 20 13:05:00 2017 Page 1 I D: FJM?bXpxJ B W b W 8og Q II I UfzJd IJ-A4 Ppig8CN64vze5ozLG?n I tW y8vTAGxyuJu i COzj FO n 1 4-OE-11- 4-8-7 7-1-9 12-3-4 16-5-4 21-2-8 1-4-0 -11- 3-9-7 2-5-2 5-1-11 4-2-0 4-9-4 6x8 = 5x6 = 1.5x4 11 6x12 — Dead Load DeFl. = 1/4 in 4.00 F12 3x8 1.5x4 II 3 t L m o v T 2 2 10 In Q a , 8 519 22 x 410 1.5x4 II 13 1 11 9 8 1.5x4 11 7x8 = 10x10 8x8 = 6x8 1Ox10 = 3x8 11 CLUSTER (8) WS45 SCREWS 2 ROWS @ 4- O.C. 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' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 31, B2: 2x4 SP No.3 B4: 2x8 SP 240OF 1.8E, 65: 2x8 SP No.2. WEBS 2x4 SP No.3 *Except* W7: 2x4 SP No.2, W3: 2x4 SP M 30 OTHERS 2x8 SP No.2 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-34 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 2 = 6829/0-8-0 (min. 0-1-14) 18 = 10384/0-6-8 (min. 0-1-8) Max Harz 2 = 295(LC 32) Max Uplift 2 = -3323(LC 4) 18 = -4861(LC 4) Max Grav 2 = 6829(LC 1) 18 = 10384(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19449/9276, 3-4=-18767/9012, 4-5=-10295/4896, 5-6=-6756/3217, 6-7=-6756/3217 BOT CHORD 2-22=-4818/9755,2-23=-8934/18294, 14-23=-8934/18295,13-24=-358/733, 12-24=-3587733,12-25=-6787/13934, 25-26=-6787/13934, 26-27=-6787/13934, 11-27=-6787/13934, 11-28=-4777/9898, 10-28=-4777/9898, 10-29=-4777/9898, 29-30=-4777/9898, 9-30=-4777/9898, 8-18=-828/1983, 7-1 8=-8401/4032 WEBS 13-14=-275/130, 3-14=-394/739, CSI. DEFL. in (loc) I/deft Ud TC 0.67 Vert(LL) 0.2311-12 >999 360 BC 0.73 Vert(TL) -0.4211-12 >584 240 WB 0.90 Horz(TL) 0.07 18 n/a n/a Matrix-MSH WEBS 13-14=-275/130, 3-14=-3947739, 4-12=-656/941, 4-11=-4967/2487, 5-11=-3191 /6687, 5-9=-4891 /2428, 6-9=-263/254, 12-14=-6829/14023, 4-14=-2728/5535, 7-9=-5041/10590 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 or. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 or, 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 2 rows staggered at 0-4-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 ; end vertical right exposed; Lumber DOL=1.25 plate grip DOL=1.25 6) Provide adequate drainage to prevent water ponding. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s), 9) 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 Weight: 516 lb FT = 0% 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) Bearing atjoint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3323 lb uplift at joint 2 and 4861 lb uplift at joint 18. 13) 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. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3936 lb down and 1936 lb up at 7-1-9, 1576 lb down and 773 lb up at 9-0-12, 1579 lb down and 776 lb up at 11-0-12, 1582 lb down and 781 lb up at 13-0-12, 1579 lb down and 754 lb up at 15-0-12, 1583 lb down and 748 lb up at 15-11-12, and 1745 lb down and 786 lb up at 17-11-12, and 1698 lb down and 741 lb up at 19-11-12 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 (piq Vert: 1-5=-70, 5-7=-70, 14-19=-20, 8-13=-20 Concentrated Loads (lb) Vert: 12=-3936(B) 25=-1576(B) 27=-1579(B) 28=-1582(B)29=-1579(B)30=-1583(B)31=-1745(B) 33=-1698(B) .. .... .... sirrtt •nene'xn' iNitini'}�1 r7r1F>SS8 fttlEC.EEAa:C1t55fiE0X:i"dFf lE:1�,nnRI'ISCSRbA:36Y�/'Mv. sN kcn dt^t'.5'S¢iieeeti� 3 Fd1 r b s�, � .,F .StiLS4;ItI1 CClFltttfu}(ICE;tvdit5:lt}Ur}, tl�itllrxrltdfitt fltdkhn Nt. @Skn FNPJi stttdn2t TCd,N1F 4de}uaNJN Finn sN Hntifnrel0@ubn(ii}Srttssktr}sEx;itNtj:.t,S.Nextry ir;�aeer��t sedNegTPPresrntc'Sta xNticrtrl4sxdru nd tt.�oeetE r.ptzs iSYtartathtipdfitsn}btt»S ilpkalsnkt F3UnJynfeOFlL iudSv}a ns:zF4ae,ttat�q «xrxes, t>>ae; Anthony T. Torabo Eh, P.E. mdv5i>v@hFnsShrsgt tQ,qucn;Fnsiten}ttksWe, C:C.xvi:r5v,tteiredene}a.Ea}3tstpa,86t5adtrti&s9t,2t[Kai a.L'd lG gnh.0111. ragFroddNt};Jtti tq `uttrtd3["rn4vt�5vEv��tr•sta q., �Nlainadfmg5fer6httwN<.di��tt � 4 80083 Si}a7:6aF Cvapsd lNRdri¢N.Ili sxii idNtmi}alvOeeStFtahn efErth+aesfMt@dgrt�atgSd.51'M.mvh:v(iESljrtEi�ski}r ryaf4.I nnvErve[,dht }�dtlF<idnct T9[dnnlsa ngtviY'fffttalfAnt'rsthvs P¢¢a*nr,us;S Dss;�t EtpsNSetTrvs ua,m5tr,ntNs ' 44515t Lucie Blvd. a ktiSiSe k:4fi�i1(L f'litENigfi Iillln}kt IRED'AISAit!t(, 1.1mS 0ftipfEFSt VKai �s t"Ifi.VSw.%Fn55fFShti EEfrttNttn7 WbI,S.£RFd33tihiG; dt tSf tf }ItFli Fort Pierce, FL 34946 roplrtiiN Q 201AA-T Rod basses-Anlbanyl.lam}o 111, P.E Fepredudion of @is datuon nt, in any Lm, is proNbitedQhoot the rtit,'en petmissioa hem A-) todhoisas-Antboeyl. Toaba 111,P.L Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E B02 Roof Special 3 1 A0186316 Job Reference (optional) 00 ,,,sue , 1L ,-,c,r a, FL ovavo, unsiyuswu riruss.wrn Run: 8.020 s Aug 31 2016 Print: d.UZU s Aug 31 2016 MITek Industries, Inc. Mon Feb 20 13:05:01 2017 Page 1 10 I D: FJM?bXpxJ BWbW8ogQl I I UfzJd IJ-e HzBzO9g8QCmbog_X3n EKVQhcYF9vtL67zd Fkrzj FOm -1 1 2-8-00 10-8-0 18-8-0 40 2-8-288-0-0 8-0 -0 5x10 MT201­[8= Dead Load Defl. = 1/4 in 4x4 = is extu = 4x4 = 3x8 = 4x8 = 3x8 = 8x10 = 10-8-0 18-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 8-9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.46 8-9 >558 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 125 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-11, 7-8 WEBS 1 Row at midpt 4-11, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 6 = 957/0-8-0 (min. 0-1-8) 2 = 1056/0-8-0 (min. 0-1-8) Max Horz 2 = 103(LC 16) Max Uplift 6 = -403(LC 9) 2 = -515(LC 8) Max Grav 6 = 957(LC 1) 2 = 1056(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2079/1765,3-4=-2092/1999, 4-5=-2127/2037,5-6=-2145/1834 BOT CHORD 2-19=-1633/1830, 2-20=-1575/1904, 11-20=-1573/1907,3-11=-264/412, 10-21=-998/1170, 9-21=-998/1170, 9-22=-1016/1187, 8-22=-1016/1187, 7-8=0/265, 5-7=-264/414, 7-23=-1644/1974, 6-23=-1645/1971, 6-24=-1705/1857 WEBS 4-9=0/353, 4-11=-764784, 4-7=-805/818 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 8r 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 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 6 and 515 lb uplift at joint 2. 8) 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard we up-nsa n!nrsurrnerc!•>-nou tins;u:,u1.s[e3e I'Ms tagu innigfurt}eane4[rsur[r�!ar"at rarmp,,:!�!„!r!!uw:,uti,rR„c<!inon.�p�;wa!r rr[.r,�[,m:er.[rt"!„ss!nt,fge,e. e!i„!axw.c:r rci!r�ee TM.11 rt,o:�r0nsssalu!rs![tzweTWa1e!d.trsrin:sosmhimsw7b,srs;nLrfigia.,n!:wsw.p[o-rgm:m.'-pt.,4!s,pensm!iugiow:mg,n�satufibr!hftsodthe smrk[ms[rp;adser,IN,It,Wit Titt.rkleann.Ift,,Wici reec,ai"y Anthony T.TomboIII, P.E. utnedtrsLns tar o!piutirrlsft!!nprsii;lap ddegne, u O.el, eaknhd gne n 4! [!d[mp 0!:ga,h3eud,dd8,04 ft<I�nt r[ehal SaAligNvarlrir. Ile lrt:nd dhelgOnl ey fieN.0 title r,rss, hdllig�,!Tm,{, ilagl,usflG!fmnl kerq sidll,4e n![,niiertt!1 ' u,eawi g.si ad[,eartlw. mntnut,d'ulk.thgsd'�e ,sus�n[ rrdo:sarwr.raa o = 80083 �[•� r r [ isdlbin,s,�;r[sgtdi�.�elrsr,s[stueemeerin!rr�as,ra,xs.tnti�sese,ngsss�i�,:nlens,dnlr!nsn:sus,t,aura:miyeeredt!e„tmdtia!n;ntm 4451St. LucieBlvd. dknl,s«tmeplys[xnm,ped opnU nrtcg 1pal p,mn ureh!1.Herr,ssDten[ephee,bE;rnr saui,gu,dpad;srussssrd,.[ssmn dsgk,,u�.marndbseixasmnaln„akntt. Fort Pierce, FL 34946 Copyright 02016A-1Nodbossas-AnthonyLTaisho 111,F1. Rep,odudiouaphisdownient,iaany tons, is prohibitedwlihoutthowrirtenpermissionItomA-IRooiTrosses-Anthaayl.TootboIII, P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186317 XCAS6812DM2E B03 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 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:02 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlll UfzJd IJ-6TXZAM9SvkKdDyFB4mlTsjyptyaAeHZFMdNoHHzjFOI 2-B-0 9-0-0 12-4-0 18-8-0_ _ 21-4-0 1� 2-8-0 6-4-0 3 4-0 6-4-0 2-8-0 3x4 = US = 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/rP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-13, 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 958/0-8-0 (min. 0-1-8) 2 = 1056/0-8-0 (min. 0-1-8) Max Horz 2 = 91(LC 16) Max Uplift 7 = -418(LC 9) 2 = -530(LC 8) Max Grav 7 = 958(LC 1) 2 = 1056(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2110/1773, 3-4=-1998/1854, 4-5=-1403/1347, 5-6=-2032/1890, 6-7=-2168/1834 BOT CHORD 2-21=-1539/1768,2-22=-1585/1935, 13-22=-1584/1938, 3-13=-181/321, 12-23=-987/1181, 11-23=-987/1181, 11-24=-1050/1403, 10-24=-1050/1403, 10-25=-1005/1198, 9-25=-1005/1198, 8-9=0/263, 6-8=-182/324, 8-26=-1646/1997, 7-26=-1647/1995, 7-27=-1640/1842 WEBS 11 -1 3=-82/337, 4-13=-550/572, 8-10=-98/327, 5-8=-589/606 46 % 46 4x4 = 4x4 = 12-4-0 18-8-0 4_�3 4-0 64-0 ,0-4-41, [9:0-3-4,0-1-01, fl2:0-3-4,0-1-01, [13:0-8-8,0-4-41 CSI. DEFL. in (loc) I/deft L/d TC 0.87 Vert(LL) -0.20 9-10 >999 360 BC 0.77 Vert(TL) -0.40 9-10 >647 240 WB 0.51 Horz(TL) 0.05 7 n/a n/a Matrix -AS WEBS 11-13=-82/337, 4-13=-550/572, 8-10=-98/327. 5-8=-589/606 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 8 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) Roof live (Construction) load check assumes a transverse pitch of 4.00 112 on flat section(s). 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 418 lb uplift at joint 7 and 530 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. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 3x8 = 3x4 = 21 4-0 2-8-0 PLATES GRIP MT20 244/190 Weight: 119 lb FT = 0% Mefe)-fl tisrsgUyk.15,11 IN TITS53151II01,0311 RIALINOWSSIDST011iM1"f"1.P_*rsWredw4su"at rnrsrefira0rtxulOLk;)wlHelrbatL6sfFm,rf.re!�na ite!td"e w. Crdess oSniiae ahle/uRe t4g,ulr fLlaFmmmealmaa5nn:ealtor�amouhad.l.lame::a::erg.mgp.:,5rr;�r�rralia:t,aes�lronjt%agruaasmtcq>,zsdnarru4urad egi.,arhgaespauaRu.krde deuR,nmc:u�e Tres: tgmbcr n:tooedr,ntainL lvte:iq:xmreccr. �e,g us�iros. as maces Anthony T. Tombo III, P.E. rfi:Nnae. ',is."IVuih,ssWvy1irfef Is,hsayusialq dPx O.ear6x ,0.'?, o nat dadns}: klfegOngs,n@e used A7ia Ilr,&Kni Its IMlhat,gsd 01L lh tyr,WA6a T0O tet a,1,Inss;k&fnlF'fal.wsl:qe,ureOtlYwnl Fn"I sid istf s 14 n31m611180083 f nermu�rat�wml ntamrr.lure,m,nhn Toce twrxaea,atrrt:r aae erl ,rh,l5+nr truer e;����,lsltrTr ealsua"ee"aemw.r�ydr ile:e. tntt +:erregm sl�aa,laeeaalhue,rg:. .lass keipe6asearnflrtss kadr ne,al s 4451 St. Lucie Blvd. eAemeterdlrstunoa rgedepemntY,g sydlrsales tneh:i lha(rmDnee Gy2rr lsEOlge ta;lliq mDs«yerirrssSimasfp.stsal lrata}Naraefael kas oarsd3utieg4l. Fort Pierce, FL 34946 (opyright-2016A-I Roof Lasses-Anthooyl.Tanbo111,P.F. Reproductionofthisdocument,inanyform,isprohibitedwithounhewrittenpermissionfromA-IRuffrusses-AnthonyLTanabeill,P.E. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E 604 Hip Girder 1 2 �Std A0186318 Job Reference (optional) r i IN- ruses, run rrorce, rL o4aff0, oeslgnLa rlruss.com -1-4-0 ,0-11-0. 2-8-0 7-0-0 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:05 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-W2CioNCLBfiC4Q_lmvsAULaRo9d9rg1 i2bbStczjFOi 14-4-0 18-8-0 , 20-5-0 ,214-0, —1. —1 ^8. = 3/16 in en 3x6 = 8x10 = 28 "' 29 30 " 31 32 .0 8x10 = 3x6 = 3x8 = 7x6 = 3x8 = 7x6 = 3x8 = 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.32 12-13 >810 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 251 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Except* B2,B4: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-5-0 oc bracing: 2-15 8-4-14 oc bracing: 8-9. REACTIONS. (lb/size) 8 = 1947/0-8-0 (min. 0-1-8) 2 = 2066/0-8-0 (min. 0-1-8) Max Harz 2 = 78(LC 4) Max Uplift 8 = -996(LC 5) 2 = -1119(LC 4) Max Grav 8 = 2502(LC 39) 2 = 2573(LC 31) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6166/2381, 3-4=-5458/2216, 4-23=-6439/2523, 23-24=-6439/2523, 5-24=-6439/2523, 5-25=-6439/2523, 6-25=-6439/2523, 6-7=-5455/2248, 7-8=-6180/2430 BOT CHORD 2-26=-1634/4247, 2-27=-2228/5767, 15-27=-2228/5767, 3-15=-158/348, 14-28=-1231/3220, 13-28=-1231/3220, 13-29=-2096/5699, 29-30=-2099/5706, 12-30=-2101 /5714, 12-31=-2054/5652, 11-31=-2052/5644,11-32=-1224/3207, 10-32=-1224/3207, 7-9=-1561344, 9-33=-2242/57B4,B-33=-2242/5784, 8-34=-1603/4009 BOT CHORD 2-26=-1634/4247, 2-27=-2228/5767, 15-27=-2228/5767, 3-15=-158/348, 14-28=-1231 /3220, 13-28=-1 231/3220, 13-29=-2096/5699, 29-30=-2099/5706, 12-30=-2101/5714, 12-31=-2054/5652, 11-31=-2052/5644,11-32=-1224/3207, 10-32=-1224/3207, 7-9=-156/344, 9-33=-2242/5784, 8-33= 2242/5784, 8-34=-1603/4009 WEBS 4-13=-275/1443,4-12=-424/1020, 6-12=-449/1081, 6-11=-252/1368, 6-9=-657/432, 9-11=-865/2493, 13-15=-869/2537,4-15=-720/450 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. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 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=5.0psf; 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) Plates checked for a plus or minus 0 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 996 lb uplift at joint 8 and 1119 lb uplift at joint 2. 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) 120 lb down and 155 lb up at 7-0-0, 35 lb down and 53 lb up at 8-8-0, 35 lb down and 53 lb up at 10-3-4. and 35 lb down and 53 lb up at 12-3-4, and 120 lb down and 155 lb up at 14-4-0 on top chord, and 1285 lb down and 373 lb up at 7-0-0, 331 lb down and 128 lb up at 8-8-0, 331 lb down and 128 lb up at 10-3-4, and 331 lb down and 128 lb up at 12-3-4, and 1285 lb down and 373 lb up at 14-3-4 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, 4-6=-70, 6-8=-70, 15-20=-20, 10-14=-20, 9-17=-20 Concentrated Loads (lb) Vert: 4=-28(F) 6=-28(F) 13=-629(F) 11=-629(F) 29=-229(F)30=-229(F) 31=-229(F) Nenhg-FlnsrNmegEltreekr5e9d IOr„npss6;RniFi'j, 6FH311IlUsaO%NflfilS rilstUN{rLT:r'jl[SF;a:fPiNEYt'!xe. 1"*fesip p—el,W.dN N'T— Imp unerogpr;W Ih 1MR1.!'d, IIi,r'. 1!an1 SW, W., rn. r0ue mtx.6e naelnne taaent 1lrTatesmemrplees s4eo lsetetWrdciooWleed:l lsnln:sOx,n.bgn:s[i.e,auuLryhglv.Rde sslnasgm;rtgnsrilsmscegtnaedmrnhnusd ngirarugmp miNq lxdtfeapd�sugM Sm;fgat�reseg6uery,nta tM. rxnugena"q 4 qud tus,sraadq Anthony T. Tombo 1I1, P.E. .1 Heel nn T., Wr mgtdNag!sdem Vay dar6—,fuoredsadsnhedgW., Ne1611.1 oenQs,h$e udeddt W,6,l!(ulteIMVlAgW,.ffi1. Th egpndalfeel00rsq ut fieNmdBef�ss;IeddiagkuTiey nnege,usfeCdiaeedfmsq s6dlle ds nspesntliyd ,z 80093 ' ner:Irdgoesignaf6aedrt.IOMetsdedWN:l00n1fizpsCasedg2dhrsdeRW:g6cpalSa¢Ilnsefiaol8QglGWlrrRalSCJrndrn:ofWgsdpi4ze.1r41fe5us8ensgnuk7onnrAtlerdbr,nra¢rt,rnn�:m6rnmrtfgnssund�rtn:edss: 4451 St. Lucie Blvd. ene!xksleWpAlgn(ahodrpeedgnh.nEr¢Ir dlqulles hnhxA lleTenN ps!¢e Gg�tt isrdgNe laAlmggeslgxyaLaNgqdeea GgWxi sfsg Yflug. N!¢gndnsl lxa;mndd�ulWT4L Fort Pierce, FL 34946 (opyright3)20164-1RoofBosses-AnthonyLimbo III, P.F. Reprodunioeaphisdotoment,inany foam, isprohibiledwithourtheminenpermission trom4-IRoolfrusses-An!6onyT.TombaIII, P.E. Job Truss Truss Type QtY Ply Pac/6812 EL B XCAS6812DM2E B05 Half Hip Girder 1 3 �Std A0186319 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 Feb 20 13:05:06 2017 Page 1 ID:FJM?bXpxJBWbWBogQIII UfzJdIJ-_Em40jDzyyg3hZZyJcNP1 Z7T7Z1 ba?rrHFLOQ2zjFOh 1 4-0 -11 4-8-7 7-2-6 9-9-11 12-3-4 16-1 4 20-61 1 4-0 -11 3-9-7 2-5-15 2-7-53-10-0 4-5-4 1.5x4 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 NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* B1: 2x6 SP 2400F 2.0E B3: 2x8 SP 2400F 1.8E WEBS 2x4 SP No.3 *Except* W2: 2x6 SP No.2, W8,W4: 2x4 SP No.2 OTHERS 2x8 SP No.2 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2 = 645610-8-0 (min. 0-1-13) 16 = 9109/0-6-8 (min.0-1-8) Max Horz 2 = 295(LC 4) Max Uplift 2 = -2911(LC 4) 16 = -4181(LC 4) Max Grav 2 = 6456(LC 1) 16 = 9109(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19393/8502, 3-4=-17548/7730, 4-5=-9524/4320, 5-6=-6085/2804, 6-7=-6085/2804 BOT CHORD 2-19=-8221/18305,2-20=-8235/18331, 13-20=-8235/18331, 12-21=-1302/2895, 11-21=-1302/2895,11-22=-6054/13466, 22-23=-6054/13466,23-24=-6054/13466, 10-24=-6054/13466, 10-25=-4225/9171, 25-26=-4225/9171, 26-27=-4225/9171, 9-27=-4225/9171,8-16=-346/854, 7-16=-8256/3834 WEBS 3-13=-335/726, 4-11=-865/1933, 5-10=-2992/6695,5-9=-5053/2328, 5x6 = 6x8 1.5x4 II 6x12 = Dead Load Dell. = 5116 in 6x8 = 10x10 = 7x6 = Bx8 = CSI. DEFL. in (loc) I/deft Ud TC 0.92 Vert(LL) 0.23 13 >999 360 BC 0.49 Vert(TL) -0.43 13 >549 240 WB 0.87 Horz(TL) 0.05 16 n/a n/a Matrix-MSH WEBS 3-13=-335/726, 4-11=-865/1933, 5-10=-2992/6695, 5-9=-5053/2328, 11-13=-5043111218, 4-13=-1990/4448, 7-9=-4641/10078, 4-10=-5302/2280 NOTES- 1) 3-ply truss to be connected together as follows: Top chords connected with 12d (0.131"x3.25") nails as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected with USP WS45 screws as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x8 - 2 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-7-0 cc. Web connected with 12d (0.131"x3.25") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 ; end vertical right exposed; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with bny other live loads. 9) * 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. 10) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9 N 3x4 II :0-7-8,0-3-41 PLATES GRIP MT20 244/190 Weight: 522 lb FT = 0% 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2911 lb uplift at joint 2 and 4181 lb uplift at joint 16. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3997 lb down and 1593 lb up at 7-2-6, 1576 lb down and 773 lb up at 9-0-12, 1579 lb down and 776 lb up at 11-0-12, 1582 lb down and 781 lb up at 13-0-12, 1579 lb down and 754 lb up at 15-0-12, and 1583 lb down and 748 lb up at 15-11-12, and 1794 lb down and 796 lb up at 17-11-12 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: 1-5=-70, 5-7=-70, 2-13=-20, 8-12=-20 Concentrated Loads (lb) Vert: 11=-3997(F) 9=-1583(F)22=-1576(F) 24=-1579(F)25=-1582(F)27=-1579(F)28=-1794(F) V �Wr-nerss «nryllr«rea na"1I ZOOS tl0i(;jY9:f1 r 5(a3A11(Ikf r Ut0l0 aS 01fr0Yj tmiY}1QWicFW'YtYPlua rn 11UP µ.a4"' udruluks ueds Gess CesipOnxusPp'}nlnr ts6mrl (utv C!,rL lAcru Ste!tefae.sr. CeRss aT«abe safe) mne @O,edr 18Tsk[usottWr(1«rs skll k:selWrne laC rrhed.l./sal«ssO:she ktheC{It, SrrmC(tRrfatrl n::xl samtpR,'ry«sn4nx:ryRmtdntpskrsnnd<ssenrulr::pw,�m:�h:nxtr:��doKsn(h rmsAe'ivaas n:lonsd(.td«tru. lkta��nx«rases, 4:tlgmsuuss, uaam:q Anthony T. Tombo III, P.E. atued Cns'nss Wary h1br1s nrrespni laldEsOnn,tra0.ulseAkrineye9u ne 481g Onge«,nne««rddfir nL&rn(«IIirL+xlSr:l&y«hnIRI1. Ike en:ssolEnr@Onlgfidi.0 AnsL n; hdeturMd�::layr,ies(d:etiaut kaysldlkle nx1.00.(d - 5 80083 ' Ih6rOtuyOssipv«ehffisg«.AIIMrssslnlunetoordnzt«n«ssssp,idnesanztaur6�.nlst<qt�s«rti�;tBgt�ta:kstrrnssssws<�d«rs«eW:( dp�s�r.tnlar snr«str:sit.nntaarsd(tsl�sssu:clrK,rr:ssa:�r:(y�,,<«:at«ssN�sW�«<y:,lass:' 4451 5t. Lucie Blvd. rnaalsaidmellra(aoatrpadrynk nBxa ly�lpmes«rdsd lklnn DeDu h)¢wr is aginrkiriy PeslgMa; srTurgMess Ey§re!a!eyhu(ty. m«tCd«dMx: ue ssadalkml. Fort Pierce, FL 34946 (opyright 9201d A4 Roof hussas- AathoayL Tombu 111,P1 Repmduaina ofthis dommaot, in any farm, is profilhed whhouithe minen permission from A-1 RootTmsses- bthooyHombo III, P.I. Job Truss Truss Type atY Ply Std Pac/6812 EL B XCAS6812DM2E B06 Roof Special 3 1 A0186320 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 10-4-0 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:07 2017 400 = Dead Load Defl. = 3/16 in I� a 3x4 = I a a axiu = 3x4 = 3x8 = 8x10 = LOADING(psl) 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 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-11, 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 6 = 927/0-8-0 (min. 0-1-8) 2 = 1026/0-8-0 (min. 0-1-8) Max Horz 2 = 101(LC 16) Max Uplift 6 = -391(LC 9) 2 = -503(LC 8) Max Grav 6 = 927(LC 1) 2 = 1026(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2018/1717, 3-4=-2016/1918, 4-5=-2051/1955, 5-6=-2083/1785 BOT CHORD 2-19=-1542/1740, 2-20=-1532/1849, 11-20=-153111852, 3-11=-2501392, 10-21=-952/1120,9-21=-952/1120, 9-22=-97011136, 8-22=-970/1136, 7-8=0/262, 5-7=-250/393, 7-23=-1599/1917,6-23=-1601/1915, 6-24=-1619/1771 WEBS 4-9=0/344, 4-11=-726/747, 4-7=-766/781 4x8 = CSI. DEFL. in (loc) I/defl Ud TC 0.61 Vert(LL) -0.21 8-9 >999 360 BC 0.73 Vert(TL) -0.41 8-9 >607 240 WB 0.93 Horz(TL) 0.04 6 n/a n/a Matrix -AS 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) Plate(s) at joint(s) 4 checked for a plus or minus 4 degree rotation about its center. 4) Plate(s) at joint(s) 6, 2, 3, 10, 8, 5, 9, 11 and 7 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 391 Ill uplift at joint 6 and 503 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 3x8 = PLATES GRIP MT20 244/190 Weight: 121 lb FT = 0% Geruy-Flevss MngByre.+rGu'Fd igg; neS56(SE'dEfi"N gR9AtIlllSe(5%gRIClS(eS?gYj eUT.T)i?ie7ei[LoYGT lua l¢Ay&rip paec.krs¢trzrleF.¢obsinnCe9)sDrtru;�f�jmllh kf¢rL6aks lfi,ef.lfe;nn 5ierlel¢ene. Celr¢cRaake s!efeem6eRC,eAt :, wTrtr rttaasaitk�srtircaetoemtuus.sseTmsoxaby�s{wtpurt7tFyne:aa,rm¢qrm:¢yawun®:r,ymdeeFrdr;s�ai¢tov�.ymyc¢aagr"e,er amempetmceymd¢t�etoo¢y.a+¢trtLruhup,snuyna,ucsayur scuaoaat.'. Anthony T.TorntroIII,P.E. u/rseel h,imstxooyr,ilAiy is ne mp¢iS:Iiryd6fgun,3eC.¢h os80083 ' HeW.7foyg�uywaihrt�an.Nuf¢W.'A phim oft I,f&e[GcpwlSdtl.ldrzel'rca1(Sgydfi,xnyrr¢astopft'.tnIihislensws,swil",,dr.T—Dspa,o¢soeripfd¢entfnssuanrdrrr,�den. 4451 St. Lucie Blvd. dta�,.mtefmzaws:anmfpaagnmv�crgty«iyrru,ftmhAlintrs¢Nnnuy1rIsturrietmugoayacntrnr5!ftfyexio!oy1,014tifnindir:Wvinti,Mid a.ml. Fort Pierce, FL 34446 (oppfg6t�1R16A-IRnofLusses-Ae@onyLTamgotll,P.E. Reprodonionoltfiisdommantinany form, isprobaifedAbounheWritten permissmir from A4Roaf lusus-AmadoayLIamb III, P.t. Job Truss Truss Type City Ply Pac/6812 EL B A0186321 XCAS6812DM2E B07 Hip 1 1 �Std 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 Feb 20 13:05:08 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-xdurRPEDUa4nxtiKR1 Pt6—CgXNe02_s8kZg7UxzjFOf 2-B-0 9-0-0 11-8 0 18-0-0 20-8-0 2-8-0 6 4-0 2-8-0 6-4-0 2-8-0 4x6 7;:� 4x6 -- oxr — lZ r t ,u , .,,,,, — Dead Load Defl. = 3/16 in 3x4 = 3x8 = 4x4 = 4x4 = 3x8 = 3x4 = 2-8-0 9-0-0 11-8-0 18-0-0 20-8-0 2-8-0 6 4-0 2-8-0 6-4-0 2-8-0 Plate Offsets (X Y)— f8:0-8-4 OA-4] f9:0-3-4 0-1-0], (12:0-3-4,0-1-0] (13:0-8-4,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.18 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.37 9-10 >670 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 117 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-13, 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 928/0-8-0 (min. 0-1-8) 2 = 1026/0-8-0 (min. 0-1-8) Max Horz 2 = 91(LC 12) Max Uplift 7 _ -402(LC 9) 2 = -514(LC 8) Max Grav 7 = 928(LC 1) 2 = 1026(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2035/1714, 3-4=-1936/1805, 4-5=-1328/1287, 5-6=-1969/1840, 6-7=-2093/1775 BOT CHORD 2-21=-1488/1712,2-22=-153011866, 13-22=-152911869, 3-13=-189/328, 12-23=-954/1139, 11-23=-954/1139, 11 -24=-991/1328, 10-24=-991/1328, 10-25=-972/1155, 9-25=-972/1155, 8-9=0/262, 6-8=-189/330, 8-26=A591/1928, 7-26=-1592/1925, 7-27=-1589/1779 WEBS 11-13=-65/300, 4-13=-563/588, 8-10=-81/289, 5-8=-602/621 WEBS 11-13=-65/300, 4-13=-563/588, 8-10=-81/289, 5-8=-602/621 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) 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 402 lb uplift at joint 7 and 514 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Nsau1-FI¢uinsrlllredev6e7.1 TOSS ACS53;'YI!Si yuEr3ll I:7W 641kCNCaS CJSiOY-16iS)l¢6n,5+r[aYEkPhr¢irdth;ipµr�krtaEadre4sptisfnn¢esip6arus(R:jm16e 1dmrLbW@;Ef.irb:nafialldne.u. bless c2a.a:stldmCe� all 11!Tr-w.7ldas:ntessedkriz INWtW..A.At. 1.5 ours Symsa(i.e.,51-tool F;v.e,A,salnmyto'nlmadsmsc lb.,dbtpAl'isealagww�ugsmganEi4hbrithup'Itk mik hn;(quid .lkIDD dl,W.1"1.Txksgsn:ropam,IssEut aduves, sah7dtlt Anthony T. Tornbo III, P.E. nd.'l htTwit br.1lu0j is fternlasiogd1k 0—, RS Crwrs rakrmeiegdn n: laifq amnw,uie ud:ddlkKWIC Wlk Isid nfiqud-i llld. th eR:nddhr100¢t affi:Nmdieiau; rtdd�kseiky dage,udrCdinni F.¢sp dd'deienslasiriiryd =80083 ' Ihte:.umpo:slgaad6xcmw.Aurdnsemi.tkloordi2lana,adl:�idix,d»er<�Tsrlu�eal5t<pidnnruae;lisrUrsa!t:nlmndSUAAue"W-txpardpd— Intl Wumisurl�++��*nndaeosdta:uus;o:sipn,tressue:RrEy:nn:dtassud.mra:odns.' 4451St.Lucie Blvd. rnnva: idallrs:an¢Iryalgss4 snmy Irdtpraes hnhri lb in;sD!uca6jaxs ds Fdi MfrlAiy arupa,aLn;51d!mEgWn disoi114 Naladesllsa;nd as OdInAk1141. o � Fort Pierce, FL 34_46 (oppight 70164d Rooffiuss:s- dmhonyf.Tomho III,P.E. Repiodudnn ofthisddtoment, in any lolls, is prohillhed withoutihe written permission from 4-1 Rooffmsro 4mhoayt.Tomho Ill, P.F. Job Truss Truss Type city Ply Pac/6812 EL B XCAS6812DM2E B08 HIP GIRDER 1 2 �Std A0186322 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Man Feb 20 13:05:11 2017 Page 1 I D:FJM?bXpxJBWbWBogQl IIUfzJd IJ-LCaz3RG6nVSLoLRv69zakcgQZadwFKCaQX2n5FzjFOc 14-0 2-8-0 7-0-0 10-4-0 13-8-0 18-0-0 20-8-0 1-4-0 ' 2-8-0 4-4-0 3-4-0 r 3�-0 4-4-0 2-8-0 :8. = 3116 in Wr 3x6 = 3x8 = 7x6 = 3x8 = 7x6 = 3x8 = 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 NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B3: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. REACTIONS. (lb/size) 8 = 1941/0-8-0 (min. 0-1-8) 2 = 2042/0-8-0 (min. 0-1-8) Max Harz 2 = 78(LC 4) Max Uplift 8 = -968(LC 5) 2 = -1082(LC 4) Max Grav 8 = 2495(LC 35) 2 = 2542(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7549/2890, 3-4=-5531/2175, 4-23=-6344/2407, 5-23=-6344/2407, 5-24=-6344/2407, 6-24=-6344/2407, 6-7=-5584/2228, 7-8=-7617/2949 BOT CHORD 2-25=-1559/4360, 2-26=-2703/7041, 15-26=-2702/7044, 14-27=-1191/3077, 13-27=-1191/3077, 13-28=-2007/5624, 28-29=-2007/5624, 12-29=-2009/5633, 12-30=-1989/5642,30-31=-1986/5633, 11 -31 =-1 98615633, 11-32=-1205/3105, 10-32=-120513105, 9-33=-2725/7112, 8-33=-2725/7110,8-34=-1610/4166 WEBS 3-15=-236/874, 7-9=-239/872, 13-15=-827/2605,4-15=-524/356, 4-13=-217/1254, 4-12=-413/1022, CSI. DEFL. in (loc) I/deft Ud TC 0.55 Vert(LL) -0.1711-12 >999 360 BC 0.93 Vert(TL) -0.3511-12 >701 240 WB 0.61 Horz(TL) 0.09 8 n/a n/a Matrix-MSH WEBS 3-15=-236/874, 7-9=-239/872, 13-15=-827/2605, 4-15=-524/356, 4-13=-217/1254,4-12=-413/1022, 6-12=-406/1011, 6-11 =-221/1256, 9-11=-837/2587, 6-9=-478/346 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. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 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. II; 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) 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 968 lb uplift at joint 8 and 1082 lb uplift at joint 2. 6x10 = PLATES GRIP MT20 244/190 Weight: 244 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 118 lb up at 7-0-0, 24 lb down and 16 lb up at 9-0-12, 24 lb down and 16 lb up at 10-4-0, and 24 lb down and 16 lb up at 11-7-4, and 108 lb down and 118 lb up at 13-8-0 on top chord, and 1288 lb down and 372 lb up at 7-0-0, 334 lb down and 128 lb up at 9-0-12, 334 lb down and 128 lb up at 104-0, and 334 lb down and 128 lb up at 11-7-4, and 1288 lb down and 372 lb up at 13-7-4 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, 4-6=-70, 6-8=-70, 15-20=-20, 10-14=-20, 9-17=-20 Concentrated Loads (lb) Vert:4=-28(B) 6=-28(B) 13=-635(B) 11 =-635(B) 12=-234(B) 29=-234(B) 30=-234(B) Bmmpftnu ne«eTlltn,u.n:Y s Igrh Tsmcg; uu`3 j,nIA3AuO'S 6 M0111Gnmrosif sur: 111KONIMOr lxe rnClt«ge p�v��nrnr «d ne'es n6ic T«nCnysOrt,�yllP.;msnv srr nr L twda �o, u.se'.cn«ssn,tefmay. t'slen o7xrne s4ldn IN mo.n�r ILLFr�e4rtle1vss4Akue/farmsioC44vdL isrtmsoeux 6t�s{is,saa�ver Fstiner`,m: ssluaayfoortyrt:Ns®scryt�eafEsFrFh:sindnsunrigrz:yae:nJrt, Zs lvuyselrxsUSleTm:ryev�nn:tnenp.v[atat.r�:rcvpnueyr.Rs. taQutwtans,s�etwr Anthony T. Tombo 111, P.E. ? nl aednn?m,laravytevd.+t lsneintnsS:Ittrddeonq ne 0•eets aalamd yedn n:6w7rmp On!ge,hne rulnlAhv nLtkr ldn/tklo«I zilllesulsa(Ttl.L lke elrneldlieNoot srfiell.se dne iass,ladeligsneTiey nnge,usnfe6anrh«ar s6dleMx rnymiieigd 80083 ' ne raAr«'g:sigererl GarA«. loesln svard'«I�IeG nlnx trsdinsnl PeeGm Atle hdfry Grysenikh¢Idereefia(talQrdGk/1yfAnlSliA esrelen«/bt tnzaEpilrrs.lPFtlefimnr«gnsanldiesnlAfisrisYLn.o:s"ne,rms �,ipiy eenrenrtss Vndednn,nlen 4451 it. Lucle Blvd. rnamss aeraealys(evaaagrndgnle v!riy ly dl yrttn hnty:i lh tnssD<dgn fepmtl,EOrne WglntoeslprenLassstdes6tuan a!nyp111h}SII«yednvd tne;mmadlnikRsl. Fort Pierce, FL 34946 fopyright02014A-11001buius-Arihonyl.TomboIII, P.E. bprMustion. althis Moment, in onyform, is prohibited without the mitten permission from A-1 RoofTiusses - Ambonyl. lamlo III, F'I' Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186323 XCAS6812DM2E B09 Hip Girder 1 1 Job Reference (optional) Al 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 Feb 20 13:05:12 2017 Page 1 I D:FJ M? bXpxJ B W bW8ogQ I I I UfzJd IJ-pO7LG n H kYoaCPU06gtUpGq N b?—?8-12jfBo KdizjFO b 0 8-8 4-2-8 8-1-8 11-7-8 12-4-0 0-8-8 3-6-0 3-11-0 3-6-0 Dead Load Dell. = 1/16 in 3x6 11 6x6 = 76x8 = 3x6 II 1000 = RUNRUN, 4-2-8 8-1-8 11-7-8 12-4-0 n-F,-n :i-11-n 3-6-0 0-8 S Plate Offsets (X,Y)— [1:0-8-12,0-4-12),[1:0-2-12,Edge),[2:0-1-4,0-2-8),[4:0-2-12,Edge),[4:0-8-12,0-4-12) 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 0.57 Vert(LL) -0.14 7-8 >960 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.24 7-8 >584 240 BCLL 0.0 * Rep Stress Incr NO WB 0.76 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight: 73 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3, 63: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-5-12 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1766/0-8-0 (min. 0-2-15) 4 = 1756/0-8-0 (min.0-2-15) Max Horz 1 = 29(LC 34) Max Uplift 1 =-942(LC 8) 4 =-935(LC 9) Max Grav 1 = 2496(LC 19) 4 = 2482(LC 29) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3279/1271, 2-11 =-3183/1250, 11-12=-3183/1250, 12-13=-3183/1250, 3-13=-3183/1250, 3-4=-3313/1285 BOT CHORD 1-9=-160/679, 9-14=-74/269, 14-15=-74/269, 8-15=-74/269, 8-16=-1181/3152,16-17=-1181/3152, 17-18=-1181/3152, 7-18=-1181/3152, 7-19=-77/278, 19-20=-77/278, 6-20=-77/278, 4-6=-165/691 WEBS 8-1 0=-1 531747, 2-1 0=-1 15/787, WEBS 8-1 0=-1 53t747, 2-1 0=-1 15/787, 5-7=-173/729, 3-5=-131/754, 1-8=-1 143/3046, 4-7=-1 113/2965 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); 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) 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 942 lb uplift at joint 1 and 935 lb uplift at joint 4. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 188 lb up at 4-2-8, 81 lb down and 65 lb up at 5-0-12, 81 lb down and 65 lb up at 6-2-0, and 81 lb down and 65 lb up at 7-3-4, and 172 lb down and 188 lb up at 8-1-8 on top chord, and 336 lb down and 118 lb up at 0-10-4, 348 lb down and 185 lb up at 2-10-12, 228 lb down and 100 lb up at 4-4-4, 348 lb down and 185 lb up at 4-10-12, 219 lb down at 5-0-12, 348 lb down and 185 lb up at 6-2-0, 219 lb down at 6-2-0, 219 lb down at 7-3-4, 348 lb down and 185 lb up at 7-5-4, 228 lb down and 100 lb up at 7-11-12, and 348 lb down and 185 lb up at 9-54, and 336 lb down and 118 lb up at 11-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 6-9=-20, 1-10=-20, 4-5=-20 Concentrated Loads (lb) Vert. 2=-68(B) 3=-68(B) 9=-231(F) 6=-231(F) 8=-46(B)7=-46(B) 11 =-54(B) 12=-54(B) 13=-54(B) 15=-283(F) 16=-31 1 (F=-283, B=-28) 17=-31 1 (F=-283, B=-28) 1 8=-31 1 (F=-283, B=-28) 19=-283(F) Behr-Flea"@!n:pklpredex@e'f i104ti1154ESruua re[63ll IElflfarLA01@Cai tusrau�i@"3'}i(HE:6?[Lr'It€rrl!:nrrett0P"ar.krsufrtoted-.N!ms!e:speArteer7�)mAiledr@xrr. rrv4ln,rt. th Sw4dv!nt Cet!ua'u!yi!!!'a7!iw I rEa.!at MIA,on!drrpk@s stinendf,. N ghrerdr. A.rims ..1.1—f'ilt;"4 ia:!4@: swn vpTV q.,ls nsas18-0@rpak!!Ind!rpa:e:hprnpnvh rylartteted�!I@e sksh i!n:tept9dnrrlaanit,"lnlrrl.rk!"Ipssn.apans,Ixihiudmns, iwTilamt ! Anthony T. Tombo 111, P.E. set ned4'r:!imslamp4lghm!apnixlrydEa a<.n.Ce ond: omkvOd gMnn:&dfmp o:;ga,hle ntlmcfre!Ir@!I%Qusrlr lb:ulepnlsnntla.m:pmddmr0outntfi:Nnedmmn,loa!Cnpksdm3.!Ix!ighshC!nnrd hn�g!1d!re Ge!!!tn!IiaApd :: =80083 ' @!trJfmpO!sigeat 6aertn. Aaex1!ssd rdi!@:IDO nlBx poeimsedryll:ImmltklciMq GepFenlSdehkh!aeaaa(tt5€palGd*t 1p rrl naStU enelnn:d txinad pitett!.1%d iefien@e rtspnzsa7nes eed kfindihLrssacop!w,ran D•!ip, hphennll"ss N<ed!arce!, nlns 4451 it. LUfle Blvd. eh", re6mdaprtnaN spadrinln.,mq Ile] p ann,n'hd.1hr"ss Nay h3ta.1!K7I@!6a ili!pDesi}uyuLassspmmrrpaan V.sgenalmp. tal apudmaiwmrmss adrrrie Rt�t Fort Pierce, FL 34946 (opyrighr9t616Adhooffiusses-ArthanyLTorah Ill,P.E. Reprodurtianolthisdotumentinany fum,ispfohibbadwithoutAawrittenpermissionfrom A4RoafTmsses•AnthanyT.TampaIII, P.F. Job Truss Truss Type Qty Pac/6812 EL B XCAS6812DM2E C01 Common 2 �PIY 1 �Std A0186324 Job Reference (optional) Al Root I russes, port Hierce, FL 34946, design(tv_altruss.com -1-4-0 , Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:13 2017 Page 1 I D:FJM?bXpxJBWbWBogQlll UfzJdIJ-HahkU61MJ6i31 ebl Ea?2plwjaOLyjKEtugXuABzjFOa 4x4 = Dead Load Defl. = 5116 in 4x4 = 3x8 = . 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]or) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.34 7-11 >520 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.67 7-11 >268 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 70 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 798/0-8-0 (min. 0-1-8) 6 = 640/Mechanical Max Horz 2 = 196(LC 8) Max Uplift 2 = -412(LC 8) 6 = -258(LC 8) Max Grav 2 = 798(LC 1) 6 = 640(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1095/1022, 3-4=-669/632, 4-5=-666/606, 5-6=-628/612 BOTCHORD 2-12=-1361/1767,2-13=-1042/976, 7-13=-1042/976 WEBS 3-7=-486/663, 5-7=-493/621 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 chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 258 lb uplift at joint 6. 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and V2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard isa�q.wttsr;.a!�,ar,!,�.a!^s t l:arn�ssc(sEutt°j taaat;:�:tmerraarnteufsa!mis:u��.:alrun^mo. m� rt�Ear�n�ta�!!te:dnn�t ircts r;sipra�ivr(SM,!slEff 2sticarl.:'en»SILr: urrtarn!ttldtnn!. rrtt!'��rtr cd!ta! �,M1n Vi':kauaderltn toy lrn!ilaktlCeM1;rtd�lsrl7ts;!Ap iesneat.bSSsCslltq itgiatu�Rs:etwurlQPrtgaru:n>;sglsoadM€tht:ntlsSureArgntrwu'+teq fa6titdStdfseshgttLrai!ria!dmUtFrOnlr;att,INL iirkxi7tnuzpmas,lattgmG`xt sshlP.; Anthony T. Tombo 11r-P.E.. rArudnhrntsMurtsl¢qutr;pau'ti+t(dtl!O�e!!,�Cae!fttudysalane �'lai 9rsgsu,6hetta�!iNsOf,M1t 6a'ain.Fnd l>;�Tep s!.!m`nlE ne91roddt4et'�ni try5eNsadk':nst,Siiyyladiar,tlasge,a-ni'uaeadaaal s4vClaranneaa.il's.7gt 80083 ' 4e laYiti6!Apr. m76eaxAcl7!aksselatsl!!1•r6at(rSntusaLrrik3atsdixraVvy6gaatCS!+t's( tc�s!8(SI,{stfis4rJti Nat Sl:Aaesfireev�dtttrncei {rd!cn, ISI•I kSees✓Kngs!t'.rt:!twillitsltkinss6rsigtr;Irsst AtiY!Fry'sav u!"nts kscd!Ana,nttst 4451 St, Lurie Blvd, o3rrafnasedlt do„rtxerlgs!t,nsfsltr!nra5nkrchM. tettast ttip6q�t;uX5r9t trgEntyaG+ssSgtim Fep!rtidsreanup. l�;>Aaetarc: asal:kalalwl. Fort Pierce, FL 34946 *(apyriobl02016A-l8aaf8esses•AnEEesPt.lam6aIII,P,E iepradu!tiaaef0isdammtat,inanyfcrs hptndibitsd■ebaalrhenrittenpermhsiachomA-ltadfrassts-WheayLtaaba111;P.F. Job Truss Truss Type City Ply Std PaC/6812 EL B A0186325 XCAS6812DM2E CO2 Common g 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 312016 MiTek Industries, Inc. Mon Feb 20 13:05:14 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlllUfzJd IJ-InF6hSJ-4QgwroAUnl WHLFSsMoeVSIA06UHRiazjFOZ -1-4-0 7-3-7 10 8-0 140-8, 20-8-0 1 4-0 7-3-7 3 4-8 3 4-8 6-7-7 �1 0 4x4 = Dead Load DeB. = 5/16 in 4x4 = 5x8 = 4x4 = 3x8 11 10-8-0 20-8-0 10-8-0 10-0-0 Plate Offsets (X,Y)— [2:0-4-6,0-0-3], [6:0-2-15,Edge], [6:0-0-8,0-1-11], [7:0-4-0,0-3-0] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.39 7-11 >633 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.71 7-11 >350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horc(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 85 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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) 2 = 1048/0-8-0 (min. 0-1-8) 6 = 905/Mechanical Max Horz 2 = 112(LC 12) Max Uplift 2 = -511(LC 8) 6 = -380(LC 9) Max Grav 2 = 1048(LC 1) 6 = 905(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/1683, 3-4=-1447/1311, 4-5=-1445/1308,5-6=-1832/1651 BOT CHORD 2-15=-1459/1940,2-16=-1475/1704, 7-16=-1475/1704, 7-18=-1435/1686, 17-18=-1435/1686, 6-17=-1435/1686, 6-19=-616/691 WEBS 4-7=-601/715, 5-7=-462/585, 3-7=-472/633 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 511 lb uplift at joint 2 and 380 lb uplift at joint 6. 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y." gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard �� >t Nxx ftrh� rnitadt't•I r2><ii6i'>•'a rEU E•.6Det?Et4y6N�li�i5rf710q ' fl'i.aX96:f3rNL51'btm, ter. deG. aa6xstdiedtskstalis irtss r:.ipgraeit gl6.ftilBlSftSint.:'t�safbrEkfrent4gtelgefm nl. 6'zl;: Erirse st�tiu�l iG6,tllg ter• r C � izlr � itM i ii"iie-m 00 h00,A, lot all t04.ytr. SS itiWi ftgulntA.. tgtCiif(�Iktiy lSN+NCj}hOffNfSfY,i to RxfiiY,ii lFehl`nWt1!OPA xI g'tiriai.}tF(fC IN{ftlY p{rittiR;liTll531lgiatgtAtit r}ttE�r.R{x)Ht,eit{SSigt ril;Sgk95. t9]egttReIfA%, 1%Uif.'N Althony T. Tot(lbo It,, P.E. s+desedL'h;xsslxeryWfeign^..ltr,Eusi6'ic!ilS�.elf,6eL�seefs et5m d;ulxMtrHag9tugSe,hN wnt �uf, 3e Wu 4fdte'dq;sl.ssdifFl rayirleddBtl:Qfri eagStYsu tl]l:xx,sfiiry �'ug, stingl,a�eraxedhea�siill6e 5tfxs s..tt f;d # 80083 ' 4tlatu;geif;xltdrteatftr i8refi sttxtabt f'9afhl;rtxasedgsi#irzesagtutaltsgUmpxYrdry hkrznn l(S(jpllisz3kr xdSP:s at re%txdlxglxld;:irtex, M, 4rl5res¢e regxsfYSassetdsAes Ofet'SibrT.,for, Mip tagaxr mf'msYsaJemtft,xtlss 4451 St Lucie Blvd, tke,ri;fb5ted'sge(e:;Ma)xl EgEfM?i9sgE; argenes rshtL$ehxs}lupfetacxLN9lytt fhg:esrgtxurren3nhri'i exdmgutu;. SCu7eiatf;f=M0eJdallA. Fort Pierce, IL 34946 lopyrilitl 0 2016 A -I Roalbussns-Anlbany 1. Tombs 116 P.E Rtprodauian dihisdaument, is any larm,is ptahibited.0haat lbe mtinea permisslson!mmA-1 Roatirarses-Anlhanpi,tacha lll, P1 Job Truss Truss Type city Ply Std Pac/6812 EL B XCAS6812DM2E CO3 Common 12 1 A0186326 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 Feb 20 13:05:15 2017 Page 1 ID:FJM?bXpxJBWbWBogQlllUfzJdlJ-EzpUvoKcrjynHylgL?1WuS?12B_RBCLAL80 E1z1FOY 1 4-0 7-3-7 10-8-0 14-0-8 21-4-0 22-8-0 7-3-7 c 3 4-8 3 4-8 7-3-8 14-0 4x4 = Dead Load Deff. = 5/16 in 4x4 = 5x8 = 4x4 = 10-8-0 10-8-0 Plate Offsets (X,Y)— f2:0-4-6,0-0-31, (6:0-4-6,0-0-31, f8:0-4-0,0-3-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.39 8-13 >657 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.71 8-13 >360 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 89 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 1053/0-8-0 (min. 0-1-8) 6 = 1053/0-8-0 (min. 0-1-8) Max Horz 2 = 91(LC 16) Max Uplift 2 = -515(LC 8) 6 = -515(LC 9) Max Grav 2 = 1053(LC 1) 6 = 1053(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1880/1695, 3-4=-1461/1321, 4-5=-1461/1321, 5-6=-1880/1695 BOT CHORD 2-17=-1427/1950,2-18=-1422/1716, 8-18=-1422/1716, 8-19=-1426/1716, 6-19=-1426/1716,6-20=-1450/1963 WEBS 4-8=-620/728, 5-8=-471/635, 3-8=-471 /636 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 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 515 lb uplift at joint 2 and 515 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. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Ke;.iq�Finn 6an¢Irrerin LSe'IIlOLf 7ikKSES�lli}n[Y3{lyd,l�S6[OROIIIC'+SCJSiOY'IA(ir13CCC78inKYtk1'tru6+tl(Luipp,7.3rn ndrel eaRru:dt(nrtrnfteDrtrul{f[k)aNllt itpa'(Lruk m; rf.leh x5ie�tldae nt Glen aYxher47edmRe (�6,ed( wTrkr�ar�nneankendwse(suleeaa.dsetnnnn E<sus[u,trraee(E<(Ircspn:esin�t yunumec(asedarr sslmin(�y,nprnwntuoe2rsunnaesnlurmealaase�toen(t.�tnmt.rudapnna�me.�taraerncuascM AnthonVT.TomboIII, P.E. eed nedsx,Lr„Gxm(killig i, he rnprsiafo)dde dnm,&aOmnseAnurl epmnn, 6alleg enl¢a,6dautleA rf6r IIL@elxuilxlmlaaxtmd<dead(ttl. lke eh;n,la(GaIDUad eryfieldnedtle rnss, ledrdhrtnulbg, anep,u,Nlietmenl Fniq,6dl ieVx rntn,irlarel =80083 ' neuu�u_u��6>son.r¢nusneaunroendax�ma�rr,rnarvlr u lstryaraenan7(stlluunrmeedsuamrdnurtx(�sd(�arc,.t%(i�,neon,nTnn�l�ananrnsso�e,Tnssr�:ite <rumnunndaa:mns 4451 5t. Lucie Blvd. enenadn iehellrn(xnatepxdepa3naxe4 onjais Rnha 1b fin", chl*e1, 131fihe 1"lligWIP.,nhnuSn.t,bia 0,,,yh1bi 91 mdnalmd pratnenddadx4rl. Fort Pierce, FL 34946 Copyright-0 2016 Ad Ruffivises• AatM1dayLlonba 111, P.L Repcoductinn aphis document, in any tolm, is prohibited Wheat the wilnen permission from A-1 Raa1flosses- AmhonyI. fomho ill, P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186327 XCAS6812DM2E C04 GABLE 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x8 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:16 2017 Page 1 I D:FJM?bXpxJBWbWBogQlllUfzJdIJ-i9Ns68KEel5eu6KtviYIRgYBxbLlwcnJaomYmTziFOX 4x4 = 3x8 = Dead Load Dell. = 5/16 in 3x8 = 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)— [2:0-3-12,0-1-81, [12:0-21A2,0-1-8) 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 0.90 Vert(LL) 0.34 15-28 >749 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.43 15-28 >592 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 138 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E 'Except` B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. JOINTS 1 Brace at Jt(s): 22, 24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1319/0-8-0 (min. 0-1-8) 12 = 1318/0-8-0 (min. 0-1-9) Max Harz 2 = -154(LC 33) Max Uplift 2 = -1195(LC 4) 12 = -1194(LC 5) Max Grav 2 = 1319(LC 1) 12 = 1318(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3218/2679, 3-4=-2414/1958, 4-5=-2327/1962, 5-6=-2027/1624, 6-7=-1981/1622, 7-8=-1981/1628, 8-9=-2025/1629,9-10=-2329/1957, 10-11=-2415/1953, 11-12=-3245/2708 BOT CHORD 2-29=-2569/3068, 2-30=-2577/3072, 30-31=-2577/3072, 31-32=-2577/3072, 32-33=-2577/3072, 33-34=-2577/3072, 34-35=-2577/3072, 15-35=-2577/3072, 15-36=-2478/3103, 14-36=-2478/3103, 14-37=-2478/3103,37-38=-2478/3103, BOT CHORD 2-29=-2569/3068, 2-30=-2577/3072, 30-31=-2577/3072, 31-32=2577/3072, 32-33=-2577/3072, 33-34=-2577/3072, 34-35=-2577/3072, 15-35=-2577/3072, 15-36=-2478/3103,14-36=-2478/3103, 14-37=-2478/3103, 37-38=-2478/3103, 38-39=-2478/3103, 39-40=-2478/3103, 12-40=-2478/3103, 12-41=-2472/3100 WEBS 15-19=-837/1043, 7-19=-837/1043, 15-20=-438/554, 20-23=-446/561, 9-23=-451/552, 5-21=444/548, 18-21=439/555. 15-18=415/557, 3-22=-815/786, 18-22=-8151786, 18-19=-935/838,19-20=-943/860, 20-24=-842/830,11-24=-842/830 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) gable end zone; cantilever left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable studs spaced at 2-0-0 oc. 7) 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. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1195 lb uplift at joint 2 and 1194 lb uplift at joint 12. 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) 78 lb down and 93 lb up at 2-2-0, 50 lb down and 74 lb up at 3-0-12, 50 lb down and 74 lb up at 5-0-12, 50 lb down and 74 Its up at 7-0-12, 50 lb down and 74 lb up at 9-0-12, 50 lb down and 74 lb up at 10-8-0, 50 lb down and 74 lb up at 12-3-4, 50 lb down and 74 lb up at 14-3-4, 50 lb down and 74 lb up at 16-3-4, and 50 lb down and 74 lb up at 18-3-4, and 78 lb down and 93 lb up at 19-2-0 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: 1-7=-70, 7-13=-70, 2-12=-20 Concentrated Loads (lb) Vert: 14=-50(F) 15=-50(F) 30=-42(F) 31=-50(F) 32=-50(F) 34=-50(F) 35=-50(F) 36=-50(F) 38=-50(F) 39=-50(F)40=-42(F) ff 80083 Wfq 6 a,u!-n� a Ilne vMe'lIIOSF 1L"Es"S npi6Bllt74S6J%61 Ci i7liDYjMr)11Y69SN9i1VIo. tlthrippccNntudrn/ednuCsinstksiPon.mrgn wnrlm.rr.r�rata,rt.r ,swm.ew.un,ssr a,rc�rennete�.retr hhTatro.a,ild-WII,neenrlha Te6Llerd:/. AseLns 6nm blens(Is,sle:ntrr Frlln. 9es�nmITrits ttsm,rcQknndfirrukvnerl us�e:ar!yr:s;a::ttryhrIt hupON snynrmssgeula&1110Wf,nIn THI. h+raesnnrlaes,lmtmrm�ins, swt,m!M Anthony T. Tornbo 1II, P.E. Wnedh;Lmn;wl 6 bill snikengmiz6¢d6x .eer,feC+ui rek+m,t rl,dnlie .7ea,n9..ItO fi,K rN.O. nn Wfq ah flfFl. tk erynd Etiel66al rryfi:li.udflrian; rzdetur slog slcgeu9d:Nrai Fnrsr sidile4e nRn5siiryJ ' !nexu�oes!Perna[ocean.mestessetreliesa:lpCnlCZPsmsmedl�,deliannskbrq[e�pses!sr`rgaerornw;nsgt�sr.nnrrrrrassUmsdnnnrn; ap�so:e.Inle�enaenstnHninesWkaesar�tsessoes:;rg,rnsso��n[gnnrs6rnsstrurmm�s,nuss: 4451 it. LUde Blvd. ernmriemdw.[uamwe6gnvnesyarmeineW.It, I..h0stb!a«!slirmu:wg6,sq■yaTsensln.utwncitylAh Fort Pierce, FL 34946 (apyrigbt02016AdRaafLussee-AnhonyLTombIII, P.I. Repledunionalibis dorument'honyhim, isprobibitedwithoutthewritlenpermission Isom AdRoofhasses-Aethonyr.lemboill,P.I, Job Truss Truss Type city Ply Std Pac/6812 EL B XCAS6812DM2E CA Comer Jack 24 1 A0186328 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:18 2017 Page 1 ID:FJM?bXpxJBWbWBogQlllUfzJdIJ-eYVdXgMV8eLM8PTF07bDW5dh 1 PETOdPcl6FerLzjFOV -1-4-0 0-11-11 1-4-0 0-11-11 3x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins. 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) 2 = 201/0-8-0 (min. 0-1-8) 4 = -27/Mechanical Max Horz 2 = 67(LC 8) Max Uplift 2 = -220(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 51(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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; 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 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 220 lb uplift at joint 2 and 27 lb uplift at joint 4. LOAD CASE(S) Standard emteg-Flene nenerdtlmaatfe'31 rapt DaLsES(SFdfi^y>l6Wtt IDS LIDDncn(USTOM, I. Tomh m,V11&nssaedtdmm rCIrnaaa*in Vdd nne 1111"d; WTeieaettmerldn s4e9kuetkrSeir�nkedi A„1ens O:x.6ia!n{u,f;e:MtEElienrj n:,slnarylD;,qn:W,mece{eaidtkpde:sunin;Irv:�e!;q untntr St hspnnem{IeTm:teT aixlggedr,nlaiRL Txhsipmnu{tiss, lastrtiueleleex sN:lt�ry 'Anthony T. Tombo 111, P.E. aelnedli:sLns W: cal Riga; Is nev,lont,6{dn,Onn,INO-AaA"h'le;ednneki11.1 higu,hthe ndmaffnO:,lle U(WIS,lonl'v4[U%,d,WTlli.)fxy;nnl u'6e lUg ntat fieldnetneTnes, iedetiyFesllirl. nuge,usniuluenl keug sSAlle nenePniwlatd a80063 ' neRIfmlOedgu¢l6raWn. AOMn nleda41DOn13x{n6used paelorsdtile7.fqfr�nnlS2e¢ldeioe6an;tt51Jrd5:Fethtnnt S6fA ee,deer116raisdirihxe. TF4tlBuecBe ns;nv47oe,Wdtiesan>Tuu O:x�eyuns ge:iie h:*:seerulmss Ycand.:s,,nless -. 4451 St. Lucie Blvd. enn+d+leF Ilre(sehmepudeinle�rmnl;airaunnnleedlgrra;,OttW[epheui,iOlneW!IIIgOedguyttTns;SidecG;Y,e!durt9acg.8liu{ndcealrcs;mnadnticml. Fort Pierce, FL 34946 (opyright�lRldAdRaalTmssus-Arahonyt.iamholll,P.E. Repradumiaaalibis dotument,inany fnrm,isprohihiledWhImulthemittenpetmi{sianfrom A4Raofflmssas- Anthony T.lamboill;P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186329 XCAS6812DM2E CAL Comer Jack g 1 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 Feb 20 13:05:19 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlllUfzJdIJ-6k3?kAN7uyTDIZ2Sar6S21AsnpZg74fiGm_CNozjFOU -14-0 0-11-11 14-0 0-11-11 3X4 = 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. 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) 2 = 201/0-8-0 (min. 0-1-8) 4 = -27/Mechanical Max Horz 2 = 60(LC 8) Max Uplift 2 = -209(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 61(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. 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 209 lb uplift at joint 2 and 27 lb uplift at joint 4. LOAD CASE(S) Standard srt,ug-ndLnntt�ryte«weu'rnasnrtss(s;s.�u(rs[sst[mesa[uzo;ncns(rsmw-trr}=(¢seat(Wu:tr�:¢strateespp�t_.:Hotta,td�tt¢esmnct!q,oneospm;a,suttm¢pt.ttzttm;rt.ttrs¢5stm±toere.r<itntxtte¢rnds,etsco.¢t( gdsitaxpa±(lmsstdlks,eeWrSeieCNked:1.AtL¢sR:fr,e.Fgo-sx{i.e,5tn,hs[sQar:slh:s¢sn�IM¢t¢smsmta,rnxrdSrfr,ksvt¢I:M,a¢rierru7cs!nd:rytzdt lenpssl A:saga Tmslgit:dst nel0ptdptsenyflt. rxdas,Mevvv(tte6lceiup¢,IGi,ss, tphtdR( Anthony T. Tornbo Ill, P.E. ¢I ntel hs?msWr,m htl3ss isntmp¢ialmdfitOnq tra Rnd,e�.md gzCnn:ldlfy g¢ e,une aped pnt none%(¢ll7rlaxl4idityttH¢tR41. 14 tnn±d dht l0a¢e¢rfi:llnt dneL n; hdHiytnelor,stvge,e,netn¢¢dknst sttilent ¢stmnn�ryd -4 80083 ' IttttIrvte:sipxcthmtdrt.tllepesstlrd'un:lOCnl3ztitdiusnl�atfntsafneteZfep(tc{ae¢IStehldt±vdrooillSt(id8!hlitlfiuOSliAnit(ner.,lgris�nttirtre.Inlietutsnere!t¢fl±+ilfinndkliesdPeluss0.sryta,l¢nG!m(ytte¢n¢!su.¢,n�nn,tdn,:': 44515t.Lucie Blvd. tne!rtu kEvAlys(anmgtedetnn nrag lydl}sdns huhN. lit Iran nap hit.. is tulNbiliyRNpv,vynssSt,Mt(tpmntf.1WI.t.Fort Pierce, FL 34946 (epyrsght 02016 kd Roof Busses -Anthony r. Tombo Ill, P.F. Reasodunion ofthis dotomem,inony form, is prohibhed without the x,fien peruissionfrom Ad Rooflhrussn- Anthony Lfomho ill, F.E. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E CJ3 Comer Jack 12 1 ISM A0186330 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 Feb 20 13:05:20 2017 Page 1 ID:FJM?bXpxJBWbW8ogQII l UfzJdIJ-aweNyWNlfGb4NIde8YdhbWil XCg3sXvvVQklvEzjFOT 1 4 0 00-11-0 2-11-11 1 4-0 -11-0 2-0-11 6 1.5x4 II Plate Offsets (X,Y)—(3:0-1-14,0-0-01,j7:0-7-15,0-1-151 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 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.01 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 FBC2014rrPI2007 Matrix -MR Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B2: 2x4 SP No.3 OTHERS 2x2 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 guide. REACTIONS. (lb/size) 4 = BO/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 5 = 30/Mechanical Max Horz 2 = 185(LC 8) Max Uplift 4 = -96(LC 12) 2 = -251(LC 8) 5 = -40(LC 9) Max Grav 4 = 80(LC 1) 2 = 246(LC 1) 5 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-7=-458/114 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; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left 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 96 lb uplift at joint 4, 251 lb uplift at joint 2 and 40 lb uplift at joint 5. LOAD CASE(S) Standard wnhi-FlneBa,rlklrmaalx'LI10:, i105S3TS11!'4 p e[63fr i1'lf I whor as tomAl L9Y)inX:K[[aeYfkr 6:0. hdlffirip ro-aeena aeadeda .N, rust ksi;rPrte'mq{fDCjo�be lAfwrI. rak 141f.le— Sin! Wae ne. Eeira Yla.ke:sfel wA, Muff 9Tdco w1w,ss4111aad1"I' br„dt ArrirnsOs!x[r{�a(a,�e:nt7Gpee¢ne,Mamj lG;rtlrz:an®rcgmadtlrraknn�d<q�enhprnya:s+Ji§; a<laipdmewr4 rmcte+tau:lDDulr,rddnlF4t. rsdsllr.s'.1mer akfa Iean,,ain9dy Anthony T. Tombo III, P.E. ataer+M:s ianlxeejdilksf is h,teynsW4.1N0—,Ik0-A.A.,itdRWahrklAq oays,ha,m,I'd dh,114k. IK ad la 1.1 Saifq,d?ae IM. Th'If idheIDCafeyfieNmdee lnss;md,tiykttil®y,Inye,hsisP.,f alimal,id!setlsrapalNn+d s80083 ' If, IN Ihganipw rd Md.. IVar-e.0It ralaandit1. mWpiawsd heI ut�WrldSAII lalf-r rI[sgPAkk1 It lraW.Idnw.dlxrrdpit'.. Ml Pduaa, ngas�ities aldfiad 10-Ilv,�e,itsnNis, Wurr,dtaa Vndd—alas 4451 St. Locfe Blvd. a."IIt eflro(o,kM,pcedop.Ir.,fmld,iipnia lnd,4.lie lmnNIS Egbw is 1g1nr 14119 DOW!,,It'. Syn. ppaaof.1Maaad. An aladhd I—a..,Mulb,111. FortPierce, t.c34446 (oprighf02d16A-Ihofirosses-ArahanyLTmboIII,P.E. Replodauiaeofthis dotament,inany hur,isprobibiledwirmolibeminenpermission from AdRaof vises -Arthooyt.lambaIII, P.E. Job Truss Truss Type Qty PIY Pac/6812 EL B AO186331 XCAS6812DM2E CJ3C Corner Jack 6 1 �Std 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 Feb 20 13:05:21 2017 Page 1 ID:FJM?bXpxJB WbWBogQll I UfzJdIJ-27Al9sONQZjx?tCgiG8w8jFBGcDob_92j4TJSgzjFOS -1-4-0 0-11-0 2-11-11 1-4-0 0-11-0 2-0-11 3x4 = 1.5x4 = 0-11-0 0-11-0 1 2-11-11 2-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 5-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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) 4 = 76/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 5 = 34/Mechanical Max Horz 2 = 101(LC 8) Max Uplift 4 = -57(LC 12) 2 = -187(LC 8) 5 = -2(LC 12) Max Grav 4 = 76(LC 1) 2 = 322(LC 24) 5 = 227(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/4 BOTCHORD 2-7=-92/250 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) 2, 7 and 3 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) at joint(s) 6 checked for a plus or minus 9 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 57 lb uplift at joint 4, 187 lb uplift at joint 2 and 2 lb uplift at joint 5. 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 Nmlrr-eas,merpil,..<."'Ai ra;r nmcsruus';.;reartiovsccasomesscrosau{wTayurraeawutsrn.a kifte �plo -.uns �t:,,r�,.:asras,a,i3,mc.mrpll).14,rm>ns. rras,sa:rt.re—ssmfer,ern,. €,ie„aea.i,<, rn,nr rsar.ry xrt,srpn,.rkdsnsrra,s,;�»r,rvr.rsrtmso4[q�sn,.,Spa,E�fztuv4fia,slnugrargrt:um.aR�.dtl{,c4;sunlus4,�,u�a�nhrks,updmsus�rm,s,7ua..n,taords.,dnnit.r.tr.pn:mn ietnrudo.rcu„adq Anthony T.TomboIII, P.E. � ern,ors:ln:e.�suesr,mr nrn,�:v7aae..a,see,a,.aa�d.psr,mwir�ongR,�eamarrroucerxer��aares,r�arma.>u.R,Riaa,mnerare:mn.a.r�:,:wryrii�,..p,nrr:,r dtreer,t�km.nrnsuaafa 60083 ' nrsrarroesp ae[rmruw,mn,smrdwirtUorddefmCresedr:rta nufaE.tucpens.hhl9nerror,p09rrsu:rpmrrastueridnnurtxtnydpn,re.tnairner srnvviar,aanasanssrsso:vpa,rovs�:p[ynerdinss� r e:,ness: 4451 5t. Lucie Blvd. rtlavisa ideellra(east,pclrymm�Br. irdi ratiH hnhal ibe lna Pnkr[r9aw is[9rtlrNa1i,30rslp,yaUa,s<rma[q®,ndarrkrllbr.:il arudeellvz. uercdd�nlrt UP. Fort Pierce, FL 34946 (opyright®1416A4Roof husses•Anthony LlamhoIll, PR. Reptodurtianofthis dorument.iaany farm,isprohitiledwithuunhewritten permission from p-1Raofirusses- "any LfambaOtP.I. Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E CJ3CS Corner Jack 2 1 A0186332 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 Feb 20 13:05:21 2017 Page 1 I D:FJM?bXpxJB WbWBogQIIIUfzJdIJ-27AI9sONQZjx?tCgiG8w8jFDrcBPb_92j4TJSgzjFOS 0-11-0 2-11-11 0-11-0 2-0-11 o � 6 2x4 = 1.5x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.18 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.02 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MR Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOTCHORD 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) 1 = 131/0-8-0 (min. 0-1-8) 3 = 88/Mechanical 4 = 43/Mechanical Max Horz 1 = 60(LC 8) Max Uplift 1 = -51(LC 8) 3 = -64(LC 8) 4 = -8(LC 8) Max Grav 1 = 273(LC 24) 3 = 88(LC 1) 4 = 231(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/145 BOT CHORD 1-6=-236/285 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) 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 51 lb uplift at joint 1, 64 lb uplift at joint 3 and 8 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 tlmiq-Hnu N.agnlmev 5e'llin:f nlsstirts!Tr eEran lausausDinDastnlout-I M191Fes WIstatairyrnip to:aaaraKad s�snass tnnfingaDa.mEpor;mswsm�l.snle u!,et.sd�sa,sRr. eaas.n. Ddandsn�.;a W"e'1eo,ny Mashcse6rlleln sMknstsaraalaDule sd:l lsslrasn:v;z ay utz_,ye;aeympaN..ne:;dnsgrE�rgnuasmaegrusdn+t,sk:,indnn,r.yr�na:rte.ar;xrnydm; sn�Stm:tye:safisTDanit,stin MI. tsetam xnaryaeA utarsmac, ama:q Anthony T. Tornbo I1I, P.E. M nesl lYsnns tttml dittSg is2a nrynsia:ll�dh DngGOnerso,4lmue(gednNe bilray Omga,u9e adedd6s lr4ae lx nRGelrs(k�ilGq rekrnfRil. Rs eRaaldGelDD.xtu,•fi;wnedtlelass;7rdetnpsaitoy slcye,ns7s1a1benlFuve sStll leas n!EaesiSOMd =8008? ' lie Sr7f®y aedgere�+t. a3n. Nines nl sd'u tI:IDDnl�laeieesnlE i;fumdtkbDSy GgwdSteh ldnndiooislSQidfi;ktlltlN saf S7G at,dcea¢/drgn�dgSiLcs. lPFlidnrs4s regnua75es eal knesAtl;Inss D:4pe,Trass 4:iEa slaeernilassYndatlnn; nlns. 4451 St. Lucie Blvd. tllnvns &rs¢dirs:aamspeedryn 2 nP : Yrdlrylus Ianha Ite (nn Dedu 67iza Is i9idr W!IligDrsl}x+, uLuu Soles Egmsa a sgktlliq. Ylaladte0lass sn nd¢Aniki141. � Fort Pierce, FL 34946 (opytight D 20164.1 Raat hasses- AnthonyLTnmb III, P.I. Repsadunion aphis dotument,in any tatm, is ptohihited wahoutthe wtinto petmissian Gem A•1 RealTNsses- Anthony(. lomha lll, F1, Job Truss Truss Type City Ply Std Pac/6812 EL B A0186333 XCAS6812DM2E CJ5 Corner Jack 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 Feb 20 13:05:22 2017 Page 1 ID:FJM?bXpxJB WbW8ogQlllUfzJdIJ-WJk7NBP?Btrocl n t Fzf9gxnHgOSmKRPCykDs-7zjFOR 14-0 0-11-0 4-11-11 1-4-0 0-11-0 4-0-11 0 N 3x4 = Plate Offsets (X,Y)— [3:0-1-14,0-0-01, [7:0-7-15,0-1-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.06 5-6 >953 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.08 5-6 >710 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied 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) 4 = 150/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 5 = 58/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 4 = -115(LC 12) 2 = -211(LC 8) Max Grav 4 = 150(LC 1) 2 = 327(LC 1) 5 = 86(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/115 BOT CHORD 2-7=-312/374, 3-7=-91/306 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 115 lb uplift at joint 4 and 211 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard w*Tug-Elmo 4..rNr.riew 6e't IIOOE DOSSES( via, DEIIAtIDelfA@km06ai(JfiDYI"FDiJ'jtlllO6tFDsYEkTbrn inallesipp;e;dot u6reaiuhtut'tlntt CesigtDnxmyQOr^}mlllr ldfurl,Iota 18; lt.lete;na 51m6dae rv. rdnt do'wt' mod.a,10,u11 147akrre -Ifi ,sMl It. .11m WRN1,ed:L As.T-0- hrm%kb, Sl-di hpe.4 fi-,M ,mriDD tgalall .tagk tdtos1.4n4n1.p1ar4F.:putddhtrrdl hup IMesape r.es filial ,AtIDO.11,utf.IDL Tultdpvule.<, IaP l.sldass, snMe" Anthony T. Tombo III, P.E. .e.edlNtI-h,.1 Wisar4de mpliu:EAddM OnqDtO..is'Ahdrid " fit r71a10:tpe,it1,.4.1dasKA, 1xu1fit k.1Wl".hWTI.Tit Mauldhr IDD.1 ajfieDret.6,T.ts,trdu3gfwbq,V.,,,4dt@a. ad k.y sW]h It.'T.Wdl 1: Y80093 f nelrlrargnip.rtl hd:rd.. Ahdu sd tdie fit IDO Wfte pCrrettat j,*i, is.dthhost; Ggse.l 5411If onow(11311 pifishllf IN ud SKA—dau.eks1-dpidrsr.ID-I edaesAt.g.ueliiesWMats dlhl.ssD."u,Tan lkvisEeikmra! lnts Uhtfil .,.lm 4451 St. Lucie Blvd. tDcrelssdeM1 Ahr;.necdepedgn:e nmr4ha11MI 1.11h don Dedn fi7®msit l6ldehilly DaiFue.LnsfesEexEgks. daTMld.g All.drtdtsllses aeuddasdieDN. Fort Pierce, FL 34946 (opyrighiD2016AdRaolTrasses-AmhooyLTamhoIII, P.F. Reptodumionofthisdommem,inany form, isprohifiledwithounhowrittenpermission from A-IRoolMsses-AnthonyLTomhaHf,P.F. Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E CJSC Comer Jack 4 1 A0186334 Job Reference (optional) Ai Roof 1 russes, 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 Feb 20 13:05:23 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlll UfzJdIJ-?VI WaXQdyBzeEBMDphAODBKTXQnx3ufLBOyPWZziFOQ 1-4-0 0-11-0 4-11-11 1-4-0 0-11-0 4-0-11 3x4 = 4x6 0-11-0 4-0-11 Plate Offsets (X,Y)— (3:0-1-14,0-0-01, I7:0-7-15,0-1-151 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 0.55 Vert(LL) -0.06 5-0 >922 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.12 5-6 >506 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* B2: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 4 = 145/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 5 = 63/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 4 = -111(LC 12) 2 = -211(LC 8) 5 = -2(LC 12) Max Grav 4 = 145(LC 1) 2 = 368(LC 24) 5 = 249(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/99 BOTCHORD 2-7=-325/384, 3-7=-152/397 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 111 lb uplift at joint 4, 211 lb uplift at joint 2 and 2 lb uplift at joint 5. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 'I aahp-n�umannrr:.ne�am,rnnsrsstun s[eauttivsau�fivmer>osrauplua}lreastgrunrhmmrtrw>.�adrrWrKt�+,:�aerm,:adro�Y�p�w}widet"I.lul:U:r'_t&ie swill., to'.d2namr4d-:111-ni! FLTstaaaM,rphles sShckssdWrSatOCI.1"dtlssTrasga�Esihsy(is,fieaskrEcpiaa o,B: salnapTUg rgmals®aapt�redl4s rsdsssiad apna,iyrapas@g3phrlalmp,dme soph imssepiddastl:togall,Walrn. tseimpsn.�snrnn, I'd.1 ot6tiess, noobdae Anthony T. Tombo III, P.E. W redNsimsiu,q 4iVay lstl, mrus0:lltrdaagngla Cvaeisaaland rpe:ean:&ilfeip Oa�ge,h?admdheLLCtM is alraladLiiii,y<,L>al mA. N grrenidlit TODal a{fidl.s, dA, It", Wit, F ivp, tlage,had'xl'mW hnnS sie it T' a:f.Addpd ?80083 IleralCopgedgaalG,asaa. Naies sdalhmlgC nlaz pimiasal pisefiaadickr,Sai G.peal Sat¢Nassaail0sppdfi;kxllrt.5n!lldr„elaaalArr�sdi.ilaxa lFlldefiers As aspastiiaWkliadMrarg:sas,Tass k:Gsiyieaannss Vude9,rn,,dns 4451 it. Lucie Blvd. fleixlssldmspErr(arms,Wepatnr qllappvnre,nnlW.11tTrolkslidj.,hNOT eetmweannlpca,arossspaea[gmsndearamrcnapedrellaxsmsIdef do.91- Fort Pierce, FL 34946 (opyrigM1t�2d16A4raolLassas-ktbooyLTamM1oIII,P.E. teptodudinofthis dosumenl.inonyfurm,isprobibildwhhoutthemittenpermission lromA-I gaolBassas-AmbonyLTamboIll,P.E. Job Truss Truss Type Qty MY Std Pac/6812 EL B A0186335 XCAS6812DM2E CJSCA Corner Jack 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 20% MiTek Industries, Inc. Mon Feb 20 13:05:23 2017 Page 1 ID:FJM?bXpxJBW bWBogQII l UfzJdIJ-?VIWaXQdyBzeEBMDphAODBKPcQrN3ufLBOyPWzzjFOQ 2-8-0 4-11-11 2-8-0 2-3-11 1.5x4 II 2-8-0 , nn 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 0.80 Vert(LL) -0.07 34 >836 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.12 34 >479 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 7 n/a n/a BCDL 10.0 Code FBC201411 Matrix -AS Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 133: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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) 7 = 250/Mechanical 2 = 150/Mechanical 3 = 76/Mechanical Max Horz 2 = 99(LC 8) Max Uplift 7 = -99(LC 8) 2 = -88(LC 8) Max Grav 7 = 355(LC 22) 2 = 150(LC 1) 3 = 265(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-258/320, 1-5=-221/374 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.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 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 99 lb uplift at joint 7 and 88 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard teo-:tt.a:ASA�r>z�at rewtae'sa r �rn�>;>1SwTi rrAmt ^Er: a mw;mzEsrE:nu fsrula;ulscefun'nta. t•�>ctAAnFnAmn�tSAtst�t5ttt�;;nn [tria:*++arpPe; AAi!� srnA:tf.If��m.rtE,Etutu utd EtrAu ax txa: t�,Sae Arm pxt;Ec, td1 Ve"IuAutxp=m SSA, IFas•it 6t IN hit ;glve:eaZt Atdit tSj6ttfAtjn:fn0'I0I1w&(Wpeffit OtI0t51 iefilydmplfS4vAlE,wttt In 1. f IMT WAIF" Anthony T. Tornbo III, P.E. Aniesed8itinzsitrvnSd nC3ft+Itt9N:ihkfA!7.xer,tl:Cam4Adwi:dalednB:Ea:im;7es rt<uGxtAe ed A; l6e:tf,ttlK et �ltdl lui a+•ad iFlC7ngpretddNtl�J rd AAf SAts ,e lit iniL iiufi�iq, m�ye,smL'�nalfia tivi:lt6tnynfAr,l At .# 80083 'ftE:.EIAE:t:lE'�g9fWheSN.=113A355d N1Aflti.PtA{(9i1fiS1t5 @f [Aiit11t9 ift ft SAtW5d3'i 1�'N6�AA(Ef$ifaElli'J 1Ti,KRii:'.ntle ldt(FN+�fSi/fN!¢�fsv(tA;t,,r4ifitf1115?FtilS)AS,Ik:If1100E 1fitSdf'sef(t[SPtfiy rtt 1ryi5P34@Itfplt F!{ fin 6;agAel9lt(. tdlbi 4451 St. Lude Blvd, AS'SASeRldA'6tE9IF(tA:TIAjFtea Sj4F If\Y81a1lAePplrJf53tFPtE.ikfb?nA 735fpffjha'eA1 Af r!tlOEPlfipT,k Ehif:AttttAf[jlttN ii@JicliSE.7.i'rAEiI41tfYw;t6if iAFFtd'a REI, Fort Pierce, FL 34946 Copy621102016A-1loolbusses-Anlbayl.lombaIII,P,E lapradmtiond1hisdammeni,buyfamisprobiwedxACOtheAtrineapetemionflamA-1iaoifrusts-Anibuyl.loxhallUl, Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E CJ5CS Comer Jack 2 1 A0186336 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 Feb 20 13:05:24 2017 Page 1 I D: FJ M? bXpxJ B W bW 8og Q I I I UfzJd IJ-TisuotRGjU5VsKxP NOidIMtdQg59oLu VQ2iz2?zj FO P 0-11-0 4-11-11 0-11-0 4-0-11 2x4 = 46 = 4-11-11 0 0-11-0-11-0 4-0-11 Plate Offsets (X,Y)— 12:0-1-12,0-0-91, [5:0-2-0,0-0-41, [6:0-0-0,0-1-121, [6:0-8-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.07 4-5 >792 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.12 4-5 >482 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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 = 221/0-8-0 (min. 0-1-8) 3 = 153/Mechanical 4 = 68/Mechanical Max Horz 1 = 102(LC 8) Max Uplift 1 = -86(LC 8) 3 = -115(LC 8) 4 = -5(LC 8) Max Grav 1 = 323(LC 24) 3 = 153(LC 1) 4 = 252(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-422/267 BOT CHORD 1-6=-494/408, 2-6=144/379 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 86 lb uplift at joint 1, 115 lb uplift at joint 3 and 5 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1e/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard twr,,i¢;.nm«M1a,¢itq«,kabr•eaigclnmsu; nin,smudnwsitmitmasmffMij nMUM-015110Rurt— «dw:¢«m:r«« a,a«¢mf;nn¢m:u.rft—sa¢r,tn«,rs:.a,i¢s:ft.«¢,m,s¢nM1rmo.r¢it Ihttts¢mrffi,rWrss4gk¢wtWriP<iarlt¢!<sd:L lsrimsO:sg Fy®=w(a,SiemLy&ric.4M1: sslamfl[LJ rgrt:«Iso¢«tprxedd¢frd¢suaJ¢¢pan,u;r„�:auf!rxe t¢upa�e s«yetm:s,i�.d¢: nesosnlr.ntams nee<un n;.ary,¢s,Guat mte¢¢s.smae.ry ':. Anthony T. Tornbo III, P.E. Nmrtlksimslm arerrix;Istle«rpnctiydM1¢gnn, a: g.xis¢A4srini¢;�«R:6Ntef Omipe,uM1e«a¢il AIH¢Cae vLullicforslWar¢¢hdfrii. fie eRmd n'G, IOOnl offi:n.urlfi¢in¢xisdd�gkutuy U:q¢.ust¢f:¢timwt Fnn; sidii¢ax¢¢�nsiNatd s80083 M1¢HilfryO:ngxerd6riOrr.AUufuse!rd"u�iDCnl3,prCi«ce¢Ipiee�assdik!¢Pdg6epeslSe'aryldsmel'ma(n5fid6:kelftHn151[Ae¢«innseMimsdpi{ss¢.inlifi¢esd,rez,ns37tiesMhaesdla:Lcs;0.5�ga,6¢fsksneEq¢en,¢iinsswueh;mn,nless 4451St.LucieBlvd. ¢ae�,n,¢i¢amdsre;¢m.�¢yma,pec n ¢a t;�t@a�aes «¢a¢>a. tsa r«sso¢cn utt., Is r-f ae u:win gesiaa,; ¢rs,mssrn. bib:« a rgr amy. m« tmro¢a mss u¢ rse�«a awa. Fort Pierce, FL 34946 Copyright D 2016 A -I Raaolfrosses - "any L fambo III, p.L Reptod.r ion alibis dmameut, in any form, is prohibited withounite written petraisshm from A4 Raaf liusses-Arthooy L Tombo Ill, F.I. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186337 XCAS6812DM2E D01 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 Feb 20 13:05:25 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-xuQG?DRuUoDMTU Wbx5DsIZPi6DPsXaHeeiRWbSzjFOO 1 4-Op-11-0 6-6-0 14-4-0 22-2-0 27-9 0 28-8-030-0-0, 1-4-0 -11 5-7-0 7-10-0 7-10-0 5-7-0 8-11- 1-4-0 5x10 MT20HS= 4.00 12 5x8 = 5x10 MT20HS- Dead Load Dell. =1/4 in 4x6 = 4x6 = 15 .... 14 ..,. ,.. 12 ,,,, 11 ,,, 10 3x6 = 4x4 = 3x3 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 FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 2-17, 6-8 WEBS 1 Row at micipt 12-16, 9-12, 4-16, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1383/0-8-0 (min.0-1-10) 6 = 1383/0-8-0 (min.0-1-10) Max Horz 2 = 60(LC 8) Max Uplift 2 = -1080(LC 8) 6 = -1080(LC 9) Max Grav 2 = 1383(LC 1) 6 = 1383(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2662/2507, 34=-2575/2492, 4-5=-2572/2486, 5-6=-2658/2501 BOT CHORD 2-26=-2231/2439, 2-17=-2167/2428, 17-27=404/475, 16-27=-404/475, 15-28=-253/296, 14-28=-253/296, 14-29=-1770/1957, 13-29=-1770/1957, 12-13=-1770/1957, 12-30=-1769/1957, 11-30=-1769/1957,11-31=-255/297, 10-31=-255/297, 8-10=0/251, 9-32=-413/481, 8-32=4131481, 3x4 = 4x8 = 4x4 = 3x3 11 3x6 = 144-0 22-2-0 27-9-0 g8-8-Q 7-10-0 7-10-0 5-7-0 11- 2-41, [10:0-1-8,0-0-41, [11:0-2-0,0-1-121, [14:0-2-0,0-1-121, [15:0-1-8,0-0-121, [16:0-5-8,0-2-41, [17:0-3- CSI- DEFL. in (loc) I/deft L/d PLATES GRIP TC 1.00 Vert(LL) -0.2512-14 >999 360 MT20 244/190 BC 0.95 Vert(TL) -0.5212-14 >667 240 MT20HS 187/143 WB 0.95 Horz(TL) 0.03 6 n/a n/a Matrix -AS Weight: 185 lb FT = 0% BOT CHORD 2-26=-2231/2439, 2-17=-2167/2428, 17-27=-404/475, 16-27=-404/475, 15-28=-253/296, 14-28=-253/296, 14-29=-1770/1957,13-29=-1770/1957, 12-13=-1770/1957, 12-30=-1769/1957, 11-30=-1769/1957, 11-31=-255/297, 10-31=-255/297,8-10=0/251, 9-32=413/481, 8-32=-413/481, 6-8=-2175/2433, 6-33=-2253/2452 WEBS 14-16=-172/356, 3-16=-77/359, 12-16=-1305/1405,4-12=-203/417, 9-12=-1306/1405, 9-11=-171/354, 5-9=-76/359, 4-16=-941/931, 4-9=-944/935,14-17=-1545/1690. 8-11=-1534/1683 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) 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 1080 lb uplift at joint 2 and 1080 lb uplift at joint 6. ,n 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) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and s/i' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard a„�-een, ae"!Surn.�. ne�(I Eaai nesss; sriaZ ae�u loos r.mwomercm*nu-rmrltcrsoaEeu:m mn uxr�s{,pa�!nn ne,nl as: nra, m!! ce!�{,en.:{P�n;wa+(:nnrr.l+"te m: r.r.rewn, ssmd!Ine.,r. a,flnetn.�:e e�n!I mae rrn.mp @T?icaarpinrs skgkesel StiDCllk!rdi issiressgxg 6rfl;rSia,SiemLT Es{ire,aesMu�ID3rga!Wsnscgenccdnerss:4:sin!1<,So!,!�mp4e;a�*-ry>:rmtr!yauma w{x lm:eya�nflrteoedr.ntnlnL h�ae+s:.open+.ka"p!neonsnmrry Anthony T. Tombo 111, P.E. nd nedCr:+Ln+Wrmir!i ri+ae,nprsu:4j elh gnq�Cnersoalunet+{eLu aelnitnp he!.gr,�axntledslfieaCae lCnita l>ilfq<el=n[fptl. IM ypn,la'li,lggnl eeifiellnedfle Tn+s, iedefiyMd'o{,+laepe,us!!Ifltinn(Fnsr s'scl to ax rnp,nronyd =80083 ' II!Bril(nrD!sigxrttdf+!hu7n.Rlledes!tlehugaDhnlael!cCiceudp:�eelmneHk4iau{GzpeeelSde¢Id!imetian6grdf!te(NfllmdStGeuelr.!rel4;{:nsdpidme.iflliefieaaueslnsa�1Mna+iAtie!dIA.LossOsipy,Lanrd!i{ehp!rnrnai!sssamhm�n,nless: 4451 St. Lucie Blvd. stler�is:aerwdlrs:anmryedxpnle nP a i1 el pmh! Ynfi!d. lh rn¢geCg, [e9av, is E_rae k;IliyDnlpn,ttLnsSssle^ Eq�e: ¢!nllaill�c} allnindce! Ixes m es ddu,d a i141. - Fort Pierce, FL 34946 Cnppighi�91g166-I YaolUussu-Anthonyl.iam9aIII, P.E, Reatodnnioo:Ithisdotomaot,ino�ytotm,isp+ohihitxiwhhomthe esineapermissiaotremA-I reolTmssas-AethonyLlamhalll,P.E, Job Truss Truss Type Qty PIY Pac/6812 EL B XCAS6812DM2E D02 Hips 1 2 �Std A0186338 Job Reference (optional) i r ruses, run Fierce, rL 34946, aesignLaiiruss.com Run: ts.uzu s Aug 31 2u16 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:29 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-pffnrbUOY1joy6pNAxHoSPaPAro1 TPLEZKPkkDzjFOK 0-0 9-8-14 14-0-0 1811-2 23-8-0 27-9-0 8-8 30 0-0 4-1-0 4-8-14 4-7-2 4-7-2 4-8-14 4-1-0 11- 1- U Dead Load Dell. = 3/8 in 20 19 18 16 15 14 13 4x6 = 42 4344 45 46 47 17 48 49 50 51 52 5354 55 3x6 = 1.5x4 11 6x8 = 1.5x4 11 3x4 = 3x4 = 3x8 MT20HS= 6x8 = 1.5x4 11 3x6 = 18-11-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.93 Vert(LL) 0.50 16 >6136 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.57 16-18 >603 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 331 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-5-4 oc bracing: 16-18 5-5-6 oc bracing: 15-16. 5-9-0 oc bracing: 2-22 5-10-0 oc bracing: 9-11 REACTIONS. (lb/size) 2 = 2250/0-8-0 (min. 0-1-8) 9 = 2244/0-8-0 (min. 0-1-8) Max Horz 2 = 52(LC 4) Max Uplift 2 = -2063(LC 4) 9 = -2057(LC 5) Max Grav 2 = 2250(LC 1) 9 = 2244(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5300/4853, 3-31=4932/4605, 31-32=4932/4605, 4-32=-4932/4605, 4-33=-5463/5003, 33-34=-5463/5003, 34-35=-5463/5003, 5-35=-5463/5003, 5-36=-5432/4985, 6-36=-5432/4985, 6-37=-5432/4985, 7-37=-5432/4985, 7-38=-4918/4594,38-39=4918/4594, 8-39=-4918/4594, 8-9=-5285/4841 BOT CHORD 240=-2653/2920, 2-22=-4498/4956, 2241=-3849/4233, 21-41=-3849/4233, 20-42=-648/722, 1942=-6481722, 19-43=-860/953, 4344=-860/953, 44-45=-860/953, 1845=-860/953, Continued on page 2 BOT CHORD 2-40=-2653/2920, 2-22=-4498/4956, 22-41=-3849/4233, 21-41=-3849/4233, 20-42=-648/722, 19-42=-6481722, 19-43=-860/953, 43-44=-860/953, 44-45=-860/953, 18-45=-860/953, 18-46=-5316/5999, 46-47=-5316/5999, 17-47=-5316/5999,1748=-5316/5999, 1648=-5316/5999, 16-49=-5316/5999, 49-50=-5316/5999, 50-51=-5316/5999, 15-51=-5316/5999,15-52=-850/949, 52-53=-850/949, 53-54=-850/949, 14-54=-850/949, 14-55=-641/719, 13-55=-641/719, 11-13=-84/265, 12-56=-3812/4222,11-56=-3812/4222, 9-11=-4449/4942, 9-57=-2648/2912 WEBS 3-21 =-1 151/1350, 18-21 =-4121/4636, 4-18=-398/532, 5-18=-641/549, 5-16=0/270, 5-15=-677/582, 7-15=-384/508,12-15=-4094/4608, 12-14=-196/331, 8-12=-1140/1341, 4-21=-638/487, 7-12=-620/454 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. Bottom chords connected as follows: 2x4 - 1 row at 0-4-0 oc clinched. Webs connected as follows: 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; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water 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 1Oth 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. 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 2063 lb uplift at joint 2 and 2057 lb uplift at joint 9. 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. ' r4wp-n.:mnyr¢m .ne•aatorfTIMES IUD, etrapn[wse«moincu[usron rua}taegat[tbuterrue r: 1M1ppm a4-,e u[:aeuaN,rnnearpmc.iyfinal msna[acarr.[aa[aiu,rt.t aaa,csa tnaan a,i,s,mx,,.nernetmnerco.mp IAisksmxmrplars s9mkssedimneta041tt:Lt.1,eims0rsr¢Fya:�(a,'im,MGpie».�tl:,elwmpi6; rgrtwtsosc,ptaas a;tMpet;nade,pa:e,®g,:>pa:ntr,arnr r,sysamesu#rm;ey!a:darztoouir,utm mt.ra;tmpoms,apscn,i�nrusa.,as, ugsrret Anthony T. Tombo III, P.E. #,s:,lnr,ims 4r�kitdlisn, uynn::IGpdh Onn,n,Cnn',eal,mslyr.Cmn:kdL,ya:;rart,hn:,enedset4e RLn,l%,ee lab lSrstiy,d„rtleit. l�ep4Mu'n,tag„tey fi:0rsed&im,; ndrtupian4y neye,ss4a,nn,teknap sidi Ye az ngmntliryA a80093 tr,r,r$,hwky.t.u:ram.d,,e,su+, iy.4Fooaaenetxnn„era,a,sang,wyra gi[cnpa:matt[sgp,ta:setrma,asau�a,de,a:terMra�dpea,.mu�nnu„p��mt,atnn,:anu:s;o.�pe,r,a„u:p[.paen„nn,sua4mn;anm 4451it.LucieBlvd. mn+rts:ueaeesracxecn,p�a,pt 4 nr,.y hri psmn numsa. t5a tr„ oa,,p bps, n sor m sru4aom�y,rt„a spn,m.[,pmsn dnlna[4p. ui apnaleea im:; m,semad inn. Fort Pierce, FL 34946 (oppight02016A4RaofTmsses-ArihonyClamina ill,P.F. Reptaduaiaaalibis dorumant,iaany totm,ispiohitBedwhhoutthemittenpermissionfrom AdRoafTmsses-Atthooyl.fombo➢i,p.f. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E D02 Hip Girder 1 2 �Std A0186338 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 METek Industries, Inc. Mon Feb 20 13:05:29 2017 Page 2 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-pffnrbUOY1joy6pNAxHoSPaPArol TPLEZKPkkDzjFOK NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 281 lb down and 334 lb up at 5-0-0, 183 lb down and 216 Ib up at 7-0-12, 183 lb down and 216 lb up at 9-0-12, 183 lb down and 216 lb up at 11-0-12, 183 lb down and 216 lb up at 13-0-12, 183 lb down and 216 lb up at 13-7-4, 183 lb down and 216 lb up at 15-74, 183 lb down and 216 lb up at 17-7-4, 183 lb down and 216 lb up at 19-7-4, and 183 lb down and 216 lb up at 21-7-4, and 281 lb down and 334 lb up at 23-8-0 on top chord, and 281 lb down and 368 lb up at 5-1-12, 47 lb down and 28 lb up at 7-0-12, 47 lb down and 28 lb up at 9-0-12, 47 lb down and 28 lb up at 11-0-12, 47 lb down and 28 lb up at 13-0-12, 47 lb down and 28 lb up at 13-74, 47 lb down and 28 lb up at 15-7-4, 47 lb down and 28 lb up at 17-7-4, 47 lb down and 28 lb up at 19-7-4, and 47 lb down and 28 lb up at 21-7-4, and 281 lb down and 368 lb up at 23-6-4 on bottom chord. The design/selection, of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 8-10=-70, 22-25=-20, 13-20=-20, 11-28=-20 Concentrated Loads (lb) Vert: 3=-81(F) 8=-81(F) 17=-39(F) 21=-245(F) 14=-245(F) 31=-81(F) 32=-81(F) 33=-81(F) 34=-81(F) 35=-81(F)36=-81(F)37=-81(F)38=-81(F) 39=-81(F) 43=-39(F) 45=-39(F) 46=-39(F) 48=-39(F) 49=-39(F) 51=-39(F) 52=-39(F) 54=-39(F) Hurirq�Flas:tlmrsF¢rna+rrzl�I lg:[tlgLilrSrlfi^5Ee91(I(L4SflLi%gIM%(eSIDY{-rR(7'1t1CC98'(FgalllYP lun feM(hdppve:rtrcree rxlw4rnnar hers CesisegrsxmgpOw';ml be lrhwrl.r•¢EaN;r[.1:(cTm fakeelse n=. Celr:s:Snsise RlelmRe lSg,al[ uart m[ms a kr:dlo ume !eatflr.irmsos I:[cos{sa t ne[[epu ¢n:s�nmP[�rqumsmargmrdn:F k:< mi�;o;,mlrr.,evltna!t imdsrlmesn[k[mrrep ran tocedl,ntn fn. rmtmger>um s,ixtasudnus,nasda AnthonyT. Tombo III, P.E. Wrs:d RsLm u:m[di�iisBe rtqurS:Ur Adx Onges gneisnd•mre rgsn(1: biitnr g::px,6de udeAddv nL@t@Xallilr�(�;niyu�a{illL lk enmd�G•IOg ala(fi:Nmdriri�nr;ud+ih[kneGy nuep,rz:m!•nami Fays s4di lede ngi•esliifff'I ?80063 ' 11e6rillny0sixrad6rhrheNulesstlrd'ulxIDCnlY.epaEicesediak�ese(neiciSegGrpaalSv4lrl9ueelimn(SQ[dfntell[IflndRquuArn:eHursvYd[adacelnlF�ursttnesp:u3iffierociknesdlUl!asc0s:ca,T!css�!ip[,Iaanulmsymn�R<!,•neu.- 4451St. Lucie Blvd. sh:nh:ieFmedltr(anulrpelgn'gnus+ghrl[nveshulrN.mro,oe>:ur,[�s!(rr-rar �:uul oentw!,ni!n; stmc[r[ran arRr�ar�[.ma[edcrl,xa: ornd�rrluau. Fort Pierce, FL 34946 Coppiglrt .Z) 2416 A-E ioofTrusses• Aethonyl.Tom9n ill, p.L Rtptoduoioo of this dommunt, in onyfn!m, is prolil ild withounhe minenpemission from A -I doof hisses • Anthooyl. bison 111; P.E. Job Truss Truss Type Qry Ply Std Pac/6812 EL B XCAS6812DM2E EG1 Half Hip Girder 2 1 A0186339 Job Reference (optional) Al RoofTrusses, russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:30 2017 Page 1 ID:FJM?bXpxJBWbWBogQIIIUfzJdIJ-HsD92wVOJKrfaFOZjfo1?d7iwE AbC2ZNo_9HGfziFOJ 5 4 7 3x8 II 4x6 = Plate Offsets (X,Y)- [2:0-5-4,Edge], [2:0-9-4,0-2-01, [5:0-4-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.01 7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 23 lb FT = 0% 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 2x6 SP No.2 `Except` Wl: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puriins, 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 guide - REACTIONS. (lb/size) 4 = 414/Mechanical 2 = 157410-4-12 (min. 0-1-14) Max Harz 2 = 99(LC 4) Max Uplift 4 = -192(LC 9) 2 = -831(LC 4) Max Grav 4 = 458(LC 18) 2 = 1574(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOTCHORD 2-5=-768/1720, 5-9=-271/608, 4-9=-271/608 WEBS 2-4=-614/276 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 192 lb uplift at joint 4 and 831 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 65 lb up at 2-7-4 on top chord, and 1584 lb down and 740 lb up at 0-10-12, and 31 lb down and 15 lb up at 2-7-4 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: 1-2=-70, 2-3=-70, 5-7=-20, 4-5=-20, 2-6=-20 Concentrated Loads (lb) Vert: 3=-33(F)4=-10(F) 5=-1584(B) As3as1•flre3Y�3«�d}m&■uY•tat_»ltDtss(Zlua}rudal�utstD!er+minlea�m)rann�al:�(ua!^nin, tnetxsEtna::3n�ar�rta:3«6Y;�«YoY3ytc3«!sape�«tx::mt�t.!t�m:r�u!nYu:urdtdY3t,3Y, rveY:�3�,Y a�a«;tY-tD,«+t AJ!e4nttlexpt.Ys:t„ite rrdh+t;ei0@hknrd t3tinnDt3i;l lep«nY2e,FpehnyieruyRY Yen'tln»71DDreyre«s3«za{ISxe33 kePdes xativyarnieyet3patsiit3ln rulrilpttfbe si>alYLenigNrr«ptFDD«!`,extulfll.!sYHYip3 nuapiar.. bxisp emle «s,sstoaia; Anthony T. Totobo lll, P.E. md«edru3rnntt«.aspurrq«sunoa,.n,Nc.,ts«nn,aY;muneuratax,nrc,urxrmdaearnM,dtdetcet>�rs(regtrnaddtlaaaect u.dern3,twgsmt�,wneaenuagsdsndaraa4d 80083 ' 'CI E:LNt:4�{24[OdriebGll,a9 t3dMfl�li'.DEY/5± 'nt (a$Stn9<kf 'Q tYLtR46:S:bi!ittF.iii«(Zlisttl!ifl:�r'j tdtt:aRiRlnRnatnrlLMljsi:U:t,r!}!SS'RYSti+£Iti(fSSt'.SStllkneYl�t4Yin«DYb�N.InnDStiArtgCHf«{1R3Y1•.3m�l�Y,E)1Y3[ 44,115t.LudeBlvd. sax+iSearefragt;asm �eer�a b.r�mtttd!rmua,d,n. 7t1 sYDesr�tey�rsi3 rd Ar tentcoy,:,at-«s srs3eati�«na«ttaruYpuYgieaenna:m«rrd a!tt-!. Fort Pierce, FL 34946 (opyright 0 2N6 Al &6011insts-Anibuyl.lomho 111, P.E. hproduoion obbis dommm, in any rmm,is pmbb4 d.ilboet the wriUen permissior homA-I Phi Irma. Amhonyl.lombol%PL Job Truss Truss Type Qty PIY Pac/6812 EL B XCAS6812DM2E FG01 FLOOR 1 4 �Std A0186340 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 Feb 20 13:05:31 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlll UfzJdIJ-m2nXGGWf4ezW BPzIHMKGXgfpUeYMxMFW 1 eugo5zjFOI 3-7-6 6-9-3 9-0-13 12-2-10 15-10-0 3-7-6 3-1-14 2-3-10 3-1-14 3-71 1.5x4 II 1 4x8 = 3x4 = 43x4 = Dead Load Defl. = 1/8 in 1.5x4 II 4x8 = W1 2 VV3 2 W1 B1 13 14 15 11 18 17 1n 18 9 19 a 20 21 22 4x4 11 7x8 = 3x6 11 3x6 11 7x8 = 3-7-6 6-9-3 9-0-13 12-2-10 15-10-0 , 3-7_R 3-1-14 2-3-10 3-1-14 3-7-6 4x4 II Plate Offsets (X,Y)— [7:0-1-12,0-2-01, [8:0-1-8,0-4-81, [9:0-4-8,0-1-81, [10:0-4-8,0-1-81, [11:0-3-0,0-4-81, [12:0-1-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.18 9-10 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.32 9-10 >578 360 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 357 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP M 30 *Except* W1: 2x8 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 6491/0-4-8 (min. 0-1-8) 7 = 654610-4-8 (min. 0-1-8) Max Grav 12 = 6491(LC 1) 7 = 6546(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-4809/0, 1-2=-12832/0, 2-3=-12832/0, 3-4=-18526/0, 4-5=-12447/0, 5-6=-12447/0, 6-7=-4662/0 BOT CHORD 12-13=0/1 111, 13-14=0/1 111, 14-15=0/1111, 11-15=0/1111, 11-16=0/18526, 16-17=0/18526, 10-17=0/18526, 10-18=0/18526, 9-18=0/18526, 9-19=0/18526, 8-19=0/18526, 8-20=0/1093, 20-21=0/1093, 21-22=0/1093, 7-22=0/1093 WEBS 1-11=0/12556, 3-11=-6206/0, 3-10=0/2093, 4-9=0/2243, 4-8=-6621/0, 6-8=0/1 2162 NOTES- 1) 4-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1403 lb down at 1-3-12, 1403 lb down at 3-3-12, 1403 lb down at 4-9-12, 1403 lb down at 6-9-12, 1403 lb down at 8-9-12, 1403 lb down at 10-9-12, and 1394 lb down at 12-9-12, and 1394 lb dowh at 14-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-6=-110, 7-12=-10 Concentrated Loads (lb) Standard Vert: 10=-1403(F)9=-1403(F)13=-1403(F) 15=-1403(F)16=-1403(F) 19=-1 403(F) 20=-1 394(F) 22=-1394(F) atrnp-ann nanapklr nda.neva mnr isIKSO(Sp10'j.5[63kI r.7LLf E (J%DIIID7p:U5tQYj tUt=:ff ir[fiDr;:IPaYEk1' Ie:o. rnilrkcipp;ua:hn n6rn/ eetes uRis lmtCnlpaOnrmg;fDDjm�k lke lal9arl lexla N,rt. kre<n,, s of kean asa aen, erttnin smtte,na reD,nE! IN?kcoa�rplmsimlkratfaSerDCuhed:l. ksermsOn.Fsii.�x[�e,kie:ntTfepiaN: sslnaryiDD rgnsmsnn;aptardtiepnh:s�vdear,:sriyr�rauAoryk; ac pni�dce siay,tm;ltprcranrelounq,nlnrnl rz k;yrx:.vpns,'ep uaknncua,kaap Anthony T. Tombo III, P.E. al aeelC.sTrnt 4: asp ditlsllsne mpnsu:aspdPa Dnar,hC.xisskaneiepadn fi:rnitup Dnge,hle adeddiNlli,&rl!(nl hrhalk,0Tr3td=.ari[IL lh epp:nddfiaf00aN es fi:Id.udtlrrnss; rzdefiyrntLrp, siueie,us6fxtiani F.nxp sSa!{lelere<pnsn3itpJ 80083 ' IledodrapD:si$nal6aamn. AllMnsd m'nIS:IDC nlOz pati:n edp:iklhndtkleiWiep Gspnnl Sa!dpldnanpn;IlSlipeNi:Ml pplPnl SrU �e nlana{ta: pmxd peidoxe. Inl d�xstte aspns e'I(n ndh6asd@eLmsD:xryee,ima 0•srya Ey:aeeredlnssPsah;tney odes:-. 4451 St. Lucie Blvd. adkndu dafrdkr:(nemT q'Ina.=,;kpolpa;lz 144 la T-Dwi,upbn; is Or A, Whit Dnlpra,nuau Slderhptrse#earNi 14 AilaiMdesd--;mn Sdad%W. Fort Pierce, FL 34946 (o ht®tRll}4-0AaaiLotses-AnlhOn LTamha Ill, P.E. Re radudian of this domment, in an form, is rohithed siblicut:he minen asaissisn Issas 4d RaofLosses- Wart LFamha ll P.F. PY�9 Y P Y R R Y t Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FG02 FLOOR 1 2 �Std A0186341 Job Reference (optional) Al Root 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 Feb 20 13:05:32 2017 Page 1 ID:FJM?bXpxJBWbW8ogQl IIUfzJdIJ-EELvTcXHry6NpZYyr4rV42C1 d2uJgldgFleOLYzjFOH 2-9-14 5-6-0 8-2-2 11-0-0 2-9-14 2-8-2 2-8-2 2-9-14 1.5x4 II 1 48 = 3 3x4 = 1.5x4 II Dead@Wad Defl. = 1116 in T1 W1 W2 ILl W3 3 W4 W3 W2 W1 10 11 9 12 13 6x6 = 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2, W2: 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 48-10 or puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 10 = 3144/Mechanical 6 = 3127/Mechanical Max Grav 10 = 3144(LC 1) 6 = 3127(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2814/0, 1-2=-5695/0, 2-3=-5695/0, 3-4=-4859/0, 4-5=-4859/0, 5-6=-2404/0 BOTCHORD 10-11=0/333, 9-11=0/333, 9-12=0/5695, 12-13=0/5695, 8-13=0/5695, 8-14=0/5695, 14-15=0/5695, 7-15=0/5695, 7-16=0/461, 6-16=0/461 WEBS 1-9=0/6011, 2-9=-440/0, 3-8=0/423, 3-7=-1050/0, 4-7=-299/0, 5-7=0/4924 NOTES- 1) 2-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 or clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 or clinched. Webs connected as follows: 2x4 -1 row at 0-9-0 or clinched. CSI. TC 0.47 BC 0.51 WB 0.85 Matrix-MSH 8 14 15 7 2x4 11 3x10 = 8-2-2 2-8-2 41, j10:0-1-12,0-1-61 DEFL. in (loc) I/deft Ud Vert(LL) -0.10 7-8 >999 480 Vert(TL) -0.18 7-8 >695 360 Horz(TL) 0.01 6 n/a n/a 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1005 lb down at 1-5-12, 1005 lb down at 3-5-12, 1005 lb down at 5-5-12, and 1005 lb down at 7-5-12, and 1005 lb down at 9-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-110, 6-10=-10 Concentrated Loads (lb) Vert: 8=-1005(F) 11=-1005(F) 12=-1005(F) 15=-1005(F)16=-1005(F) 16 6 4x4 II 11-M 2-9-14 PLATES GRIP MT20 2441190 Weight: 124 lb FT = 0% wmj Wash mks W141!'0:il9SS55iliR',W_'u1. K1 trOidOS tlSl@R "tADR:i06vfpl"gta.0 iesstt rrmtssatteEreet:;n Mr I'm 0ttpa 00wyi10ij nAbf Mimi. 's MIM.LbIrm WdMu na.@2nsdit", ro fiats R-0,ah Aiit4'Mkonsw.kfsNtofielDgxNaGl i�erfnn:�IgkenttbSleulq etn,.2e sedntgi6@nptaektn a@tu:tapthda:.itd tepetnhi;rgtes�atClla Giny+tfru uepltitrss ispi:teiml1tl36t Jl.nftt lW l.[Mflfsltnsxzgntm,IrN:sq ¢fi3Ftcs, n:le@fit} ArsthOny T.Tombotl`, P.E. sdnfattWslnnhrnyLr,UegbtYngnJlicySbaDiru.2Ctiraftn6audslnlaCf to isl3fsipr,iahnr'a19�9,@f ktsi�htdlt:�atat aAiN 1. Tuelpnddtlet aievl3eN.tdge ors.3fxiagS�upsmelyi!kLmea�heraq s6lteh wam;ils ;�60083 ' 4s l:t%ttl3;y:_r>lfabsdr 10asnssdMabai00aitmlrvSataf@ f+etsllateldcgtacy✓,z:,idcy Cnttmst!itSfi'y�lissss#g8lfvl SKi an setneatdfrpamly 1c r6i kinsAlesi-imy log Dnp lrlms¢t'mss 1P'A ar,tdtss 4451 St. Lucie Blvd. 5lftaiifitbrtr@ptrrfYJa�NiryEeiiYiBirllYrl;iMn 9lilfti, ;ear!cssDtssgnEljtatt' L Nili:tf r4N1rp gi3�y#Y,q i'rS3F(fitm![@Ind 11GYH!lpy, AD ayAr.'lritetpr mi er alai Alr!!' fort Pierce, Pl 34946 CopyrigblQ:2016Al1e0111asses-Aabuyl,bmbo111,PL L•pradudiOd'hisd0cvwrt,inaeyrarm, is probibiledQboeltberfriWeepermissionitomA-liaeilrrsses-Aolbeeyl-losbaIll. P1 Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FG03 FLOOR 1 2A0186342 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 Feb 20 13:05:34 2017 Page 1 ID:FJM?bXpxJBWbW8ogQll I UfzJdIJ-AdTgulYXMZM52tiKyUtz9TH09sVu8f8zjc7VPQzjFOF 3-0-10 5-9-8 7-7-12 11-7-12 13-9 8 14-9-8 17-21 3-0-10 2 8-14 1-10 4 4-0-0 2-1-12 1-0-0 2-5-0 1.5x4 11 3x4 = 1 4x8 = 43x10= 3x4 = 2x4 11 3x4 = 83x4 = Dead Load Defl. = 1/8 in 2x4 II Fla. _ 4x6 :::::- 7x10 = 3-0-10- LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2, W2: 2x4 SP M 30 W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS. (lb/size) 17 = 4952/Mechanical 10 = 2222/0-4-8 (min. 0-1-8) 13 = 10842/0-4-8 (min. 0-4-8) Max Grav 17 = 4956(LC 3) 10 = 2282(LC 4) 13 = 10842(LC 1) 3x6 11 3x8 11 4x12 = 3x6 11 3x6 11 4x6 = FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-3806/0, 1-2=-8429/0, 2-3=-8429/0, 3-4=-9734/0, 4-5=0/1538, 5-6=0/1538, 6-7=0/1538, 7-8=-151810, 8-9=469/0, 9-10=-299/0 BOTCHORD 17-18=0/743,16-18=0/743,16-19=0/9734, 19-20=0/9734, 15-20=0/9734, 15-21=0/9734, 14-21=0/9734, 14-22=0/9734, 13-22=0/9734, 13-23=0/1518, 23-24=0/1518, 12-24=0/1518, 12-25=0/1518, 11-25=0/1518, 11-26=0/1518, 10-26=0/1518 WEBS 6-13=-581/0, 3-15=01800, 4-14=0/3242, 1-16=0/8466, 2-16=-293/0, 3-16=-1560/0, 4-13=-11800/0, 7-13=-3489/0, 7-12=011614, 8-11=01954, 8-10=-1248/0 13-9-8 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.40 Vert(LL) -0.1615-16 >851 480 MT20 244/190 BC 0.82 Vert(TL) -0.2815-16 >492 360 WB 0.85 Horz(TL) 0.04 10 n/a n/a Matrix-MSH Weight: 198 lb FT = 0% NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-7-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc clinched. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched, Except member 4-13 2x4 - 1 row at 0-7-0 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 782 lb down at 1-7-12, 962 lb down at 1-7-12, 782 lb down at 3-7-12, 962 lb down at 3-7-12, 782 lb down at 5-7-12, 1006 lb down at 5-7-12, 780 lb down at 7-7-12, 1006 lb down at 7-7-12, 780 lb down at 9-7-12, 1006 lb down at 9-7-12, 1144 lb down at 11-7-12, 1006 lb down at 11-7-12, 1144 lb down at 12-11-12, 1006 lb down at 13-7-12, 899 lb down at 14-11-4, and 962 lb down at 15-7-12, and 1015 lb down at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-9=-110, 10-17=-10 Concentrated Loads (Ib) Vert:15=-1788(F=-782, B=-1006) 14=-1786(F=-780, B=-1006) 12=-1006(B) 11=-899(F) 13=-2150(F=-1144, B=-1 006) 1 8=-1 744(F=-782, B=-962) 19=-1744(F=-782, B=-962) 22=-1786(F=-780, B=-1006) 24=-1144(F) 26=-1977(F=-1015, B=-962) ... Ifnq .9tv, wrp IV"W41,'xTyDi"IMEErj WRAUHI: 6iD53L"yr 35T0104'. ysem:sudrestr"rnits?rus iatiy.tro,nrilCC;nitss:tthO.",a.RUILf:-9,41due- Wm6�.:.bs std.1, T4,a4 9ASiti,.Jr,rltetlKttmgt.fHlDDhitsird.Ilticns:ctipiKteta{sLSTtalryrva(y!tticiftagln ml.%1ilrw.i,!D,rn!:,t. tngrIslm'.i.7lalieeniyariftsicol7,xiii-.#ldeafeel}Dnlr,wt itil. itr N,iyZn,,gros,lm&y•uaas,WdfI,' Anthony T. Tornbo 111' P.E. xdne t!t}IsfnxslttegS SEala^�sryatai aros?tya!Caafsee3m)di=utadatzl�ay 7espu�,urxttsato-`t�E1f,MR'Muslnd 6ce fiet:es:e%lr}y. ikgpateld14i1.Gufearactla:td3[ratt�ssligl 8uy.fittg,x�aimiosEdza: st¢4he rxsspte.fu:eFe' #60083 Ia fiayCetlyar.¢elleadetRr. r7axtssns4m8e rDaibryn,es 9ed:'veslaeratda>aUayxws'.Sz'sti DtasmmyXft,•yteisk3kr Ned SY.lmtehiaudlay sal �iln;eTV,!Wu:stfjSat3:3tmWinnIf&Tnn@irW'ts:Prs:a Erputt atNu u,¢„{esryru,solrss 4451 St. Lucie Blvd. i:hralu hAveiSyerw^�cda�esl getHaN"isylptlrv;iukfd!cd,itr}:ess Jesiy:@T4c•i Ntl13,eN egCeslos-.ceTrtsslSshnteyieee tlay}eimy, ARvyrulu:ntmt: h5telrotTEt, Fort Pierce, FL 34946 Copyrllil02DIbA-1Foo[Uusses-Amheayt.lemhaUl,ft. bproduttionolOtisdocumentinany [=,isprohibitedQhaushe nrinenpermiss€oahum A-1Rod trusses. Amhesyl.Tomb Ill, p.E Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FG04 FLOOR 1 2 �Std A0186343 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:34 2017 Page 1 ID:6Pjmk7A5kYyhKVk?V1 Ks3nyc4nG-AdTguIYXMZM52tiKyUtz9THSYsaS8i2zic7VPQzjFOF 2.8-8 5-5-0 2-8-8 2-8-8 1.5x4 II 1 3x6 = 3x6 = 3x6 II - 3x6 II 2-8-8 2-8-8 5-5-0 2-8-8 Plate _Offsets (X,Y)— [5:0-4-0,0-6-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.02 5 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.03 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix -MP Weight: 72 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 2915/0-4-8 (min. 0-1-12) 4 = 3834/0-4-8 (min. 0-2-4) Max Grav 6 = 2915(LC 1) 4 = 3834(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1356/0, 1-2=-2502/0, 2-3=-2502/0, 3-4=-1356/0 WEBS 1-5=0/2779, 2-5=-251/0, 3-5=0/2779 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, Except member 2-5 2x4 - 1 row at 0-5-0 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1267 lb down at 1-0-4, 783 lb down at 1-0-4, 1266 lb down at 3-0-4, 782 lb down at 3-0-4, and 1270 lb down at 5-2-4, and 786 lb down at 5-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-110, 4-6=-10 Concentrated Loads (lb) Vert: 4=-2056(F=-1270, B=-786) 7=-2050(F=-1267, B=-783)9=-2048(F=-1266, B=-782) Mfnud-nm« mne;tllre..e,e r,:•t unr,(nGS58t'f.Rlfi pi[f3ll I9&S 641kU!nG4Ns704j tUflf iflE!6FfPW:IP lxn rrillteap pti.knni,eN ukr a4ds in,sCnigeUnrug(IMI mdM safeerLln2a Pl, u. tac,,, s;mla«e.� c k,r exn.in raelnne ululi luuts�mr�ans�okr:rlur�memkeda.trans:g:s let�ytse,sl,nelklie�,n:s«inositgg«s«aa,—apimeaa,t,AuwrIa;isnr«grmtmddrymr trspdmesus4T,.;leldnnnmoulr,:sInmt.retaryt—rar.�nigwitius, well l Anthony T.TomboIII, P.E. neatawsr,.set«egnisymn<ngaenGryade.t«,ee.«rsaneagan«:lailao«p,iedxaadtGtR4&elGaltxmni7nliydafltl.nxeni«aaneNOattgfi:N.ua@eLn;leaetgtntl�,t«ge,enGaandwn"ssed!IedernimMl A 80083 ztnekalaygesi>xaelrasa«.tnntssaeaisnetGgalBxircrmn(rrinsatkkgiaiG nnlsa4rya,aemlfStdGnalltnalSlLin,dentlf psdpilexe.lPFiefioeskensrnxl3anitrtinalhLefsOe s,to,s4sm n«nnns:uuatan<s,eass 4451 it. Lucie Blvd. eneiras: hreaasreexnmtyatgnnnrzy iJ Sl ta:ues nnh:d tk rreaoenn byeannRotaela!unggnigw,;«ua«5taen Dims«aeganmy. sl ntr�eelinxsmendmnlnnla. Fort Pierce, FL 34946 (opyrighl01016AdRaolLasses-Aaihnnyl.lembaIII, P.P. Reptoduaionolthisdomment,inany form, ispsahffiitedwithoutthewritten permissionfrom A-lRaalTmssas-AnthonyT.TamboIII, P.I. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FG05 FLOOR 1 �Std 2A0186344 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:35 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-ep025eZ97tUxg 1 HW WCOCiggcOFwGtJd6xGs2xszjFOE 3-6-0 3-6-0 1.5x4 I 1 3x6 = 2 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 3107/0-3-0 (min.0-1-13) 3 = 1363/0-3-0 (min. 0-1-8) Max Grav 4 = 3107(LC 1) 3 = 1363(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc clinched. Webs connected as follows: 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3x6 11 4x6 = 3-6-0 3-6-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.20 Vert(LL) -0.01 3-4 >999 480 MT20 244/190 BC 0.49 Vert(TL) -0.02 3-4 >999 360 WB 0.00 Horz(TL) -0.00 3 n/a n/a Matrix -MP Weight: 47 lb FT = 0% 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 908 lb down at 0-2-12, 1149 lb down at 0-2-12, and 1144 lb down at 1-8-4, and 904 lb down at 2-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-110, 3-4=-10 Concentrated Loads (lb) Vert:4=-2057(F=-908, B=-1149)5=-1144(B) 6=-904(F) tromiey-Flmuhnu5sl; rz.sa tie'biio.,:ivssu(' Lt ifiEiiii.,ms&coscinlIS(J404j tltt:t'}tfICOA:[LwYEeI'hro. InBfhsipp-„ernsaG rtsl odesn Ris rna CnlpOnxiy(IM}m9 nrGMe;T.6xta l0;t.E.irlenn 5krtlduene. Cehno•2n.ise sshlmGe lfA,nlr iLTsksumrmrplarss'eUkueiWr3eir£xkerd:Lisrimsan G;®es[.e,SKortgG;hee,a:sstwagiDDsgrtsmsmsc;e;aeduv(nhnimdanenriyrrpmittryhrklesi;eddesG�Le!;1yid�infrtID6sd;,eunlr4l.FuietipmmBSes,IrsEhi¢dens.sMsfi:q Anthony T.TomboIII, P.E. ninnlCasrrns Wr cj1n1ijlsae nsInuragg d&a—,NGnA'As:rird q,9"6e Wig4:!P.er,h 1'.ed rfhr ll4fit lxnl fa LvIb nindrn/fit. a80083 11e SeilfigDesi xrni6mrdn. Illmfes seha GNeTDCnI!k lrec5rnnl;iielixselsklaiWk;Gcpeee>tsa!a;Mnoelian;i(SQreOilef lrEPl ni SELi nuelnnn/Wr;nsrl;cilese. TFFll:finshr rts;nu51li5n nlddndM:Imss 0. V,' Tmn ins, Ggnernilw V.Ad el,Mns 4451 St. Lucie Blvd. ttltrdm lthdi;rEnamrycde;nk mee:f;al;lmes ln,NAR.1—Des[e.bjns 1, illheWdliq Deap.60L 5lam G@sa ofn;Milfe;. i[la;e d1n r,rs iehnImin]. Fort Pierce, FL 34946 Cappig6t02016AdAaotbosses•Antbonyf.TumboIll,P,E, Repsaduslianof6isdocument,inanyform,isprobilhadxilhoulAtminespermissionfromA-IRoolTrosses-ArthonyT.Tomballl,P.E. Job Truss Truss Type 4ty Ply Pac/6812 EL B XCAS6812DM2E FG06 FLOOR 1 2 �Std A0186345 Job Reference (optional) Al 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 Feb 20 13:05:36 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlllUfzJdIJ-0?aQJ_anuAcolAg4vvREuNnmfHRcmtGAvcbUJzjFOD 3-6-0 3-6-0 1.5x4 1 1 3x6 = 2 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 2261/0-3-0 (min. 0-1-8) 3 = 2097/0-3-0 (min. 0-1-8) Max Grav 4 = 2261(LC 1) 3 = 2097(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc clinched. Webs connected as follows: 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a moving concentrated load of 200.011b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3x6 II 4x6= CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.20 Vert(LL) -0.01 34 >999 480 MT20 244/190 BC 0.43 Vert(TL) -0.02 34 >999 360 WB 0.00 Horz(TL) -0.00 3 n/a n/a Matrix -MP Weight: 47 lb FT = 0% 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down at 0-8-4, 1397 Ito down at 0-8-4, and 599 lb down at 2-8-4, and 1396 lb down at 2-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-110, 3-4=-10 Concentrated Loads (lb) Vert: 5=-1997(F=-600, B=-1397) 7=-1996(F=-599, B=-1396) we,hr-nesmserrgmd,.nelnaa;ilalZ(SC1P6[3A1RNfa@5UI0lS[Mau pI,"1[11001salwf—%4MIppusade,utuelx§su@isrnmCuipartxarpa�oiM1esdSnrT.GchIO;tErhumfozWin- [ehssdlmiasaleln@e[ED' If 1ffiekmmMu Aides skil leesedkr@e7aeuleedl.I,eTmsaesrs hriaser{i.e,Speoe@,Gihm4. ne sulnatpNgrquud,uaspkxedn, Ir,hsdudurkxskg,e,pant*�Vpla;@,r„i�a@e,hrxTe,.;ter�eu�n:rooedr,e,/nrnt reeaairennaryar,, ;'ehraww'sitlat Anthony T• Tombo i11, P.E. udnedhiTsus krmi Gidryh@e mrs,WgdM antt,@aG;.."d,ruri eredmnetdihi ges:¢e,ie@e mdeldfi,Ed, Ix uIlk W[S;Tiiegu@dint he eRsm,ldl>tla0u/earfieusse e!@eL+ss;kdrtiykxiler,daepS,Gshnetieu{hour s4d!1eM,upusM1ilatd ?80083 ' nesumrg,slp siurteas.medudedksfocedmrscaeml�� esdmGwarGarw>hhtdmenpaRrdrGnrmnassu�e,Meea/kpyd izxln_f4451St. LueieBlvd. eneviu iefmzelyeensaMepcagnk vit',r;1T e'I rrltn luehsA IFe TrrsDeCa G;hees is 19rne 6aI1ua0alpss,ttTnss Srdem.Gpheu dur kiitlh} N aittdue! Iaas ue es ddhsl hR4L � Fort Pierce, FL 34946 (oppightd71016A.1ISmafBassas-AathonyLTambolli,p.E. Nepradodhn olihis dammeet. is any form, is psobid0ed withautthe eerinen permission from Ad poaffasses• AethonyLlomba lll, P.E. Job Truss Truss Type Qty Ply Pac/6812 EL B A0186346 XCAS6812DM2E FG07 FLAT GIRDER 1 3 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 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 FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP No.2 *Except` W3: 2x6 SP No.2, W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 739/Mechanical 3 = 1977/Mechanical Max Uplift 4 = -334(LC 4) 3 = -879(LC 4) Max Grav 4 = 739(LC 1) 3 = 1977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-354/182, 2-3=-1710/779 NOTES- 1) 3-ply truss to be connected together with I Od (0.131 "xX) nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCp1=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 ponding. Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:37 2017 Page 1 I D: FJ M?bXpxJ B W bW 8ogQi l I UfzJd IJ-a C8o W Kb PfU kfvKQved Rgn5v_g3 hrLD6P PZL901zj FOC 2-0-0 r 2-0-0 1 1 3x6 = 23� 11 W1 T1 \ I 131 W3 3x3 11 J 3 3x6 = 2-0-0 CSI. DEFL. in (loc) I/deft Ud TC 0.06 Vert(LL) -0.00 3-4 >999 360 BC 0.17 Vert(TL) -0.00 3-4 >999 240 WB 0.00 Horz(TL) 0.00 3 n/a n/a Matrix -MP 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 334 lb uplift at joint 4 and 879 lb uplift at joint 3. 10) Load case(s) 2, 14 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) 188 lb down and 220 lb up at 0-3-10, and 1545 lb down and 828 lb up at 1-9-4 on top chord, and 622 lb down and 275 lb up at 0-10-12 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 (plc) Vert: 1-2=-225, 3-4=-20 Concentrated Loads (lb) Vert: 2=-1545(F) 1=-188 5=-622(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-245, 3-4=-20 Concentrated Loads (lb) Vert: 2=-1379(F) 1=-163 5=-550(F) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 0% Standard Uniform Loads (plc) Vert: 1-2=-225, 3-4=-20 Concentrated Loads (lb) Vert: 2=-855(F) 1=-86 5=-335(F) non akxfta'AalnEmns:arswrE�antlaserobmaascbYtca Wa s(goRJE:Y'rrm.tta dec near t t se�•tn lna:ki t�ei;no!tt�neT ma!au.rnnms:nit�ma.au tr t taWinta*w,nt tiasaet• r�r d ° � C'h rr � p. +w, r 'a' t Yi!eptane:twp:;7s!Ia.kn!d!a de lDeUle nSld!eT'nSit:+j:..y.tm{"utySri[E!�(:[j�IIt,{��!St3 NR/IGAlnfaltttnileF4 .e314lWfIq!tnl!Oplkntl :n(.Hh�IFjIBeLN(4flpEtt{It tYTltlgtl/gi;INJTn(2t ijDn(t,netl lFN.:EtG11pt$}1�iplmPt,N&tr CIFnS, Klthl {! Anthony T. Tombo II:, P.E. zdttestttls fnn(artnktdalttaen7ntit[c!s"7au,daCexnt'essaitEttiednIIs tR:Aaybaapan,n&tam4tN:it,tt6t¢iva!stdlc'[vt nM rdiP!L Tagrnttldtlei:Aeunt3dered3e`sn6atiin}sdisymtepe, i!LCsflnsdhazp s4xCet bet:squ.ttid 80Q83 It rtiliaoop Ifteae"AnUttsdntaalbti;66f6sp lw.4sWmesd2!.9SA-ditre.8+fat pml peidna,445I St. Lucie Blvd. tt.!nemetlpaf a dgnux, cp(a roan tt t eimtats kw"•;: o! :u uE tsy r,ah:ssmm gm tdagW&J.Iklq WWz!tne;dtwJAKL Port Pierce, FL 34946 ZI lopytigbi Q 2016A-Iloolhosses-An!betyl.lombo111,1`1 bprodadionoiibis dotoment,inany [im,isprakibiledritbogithe wedifnperminionhomA-I Roof Tresses-Aalbeey1.lom.botlp,U Job Truss Truss Type city Ply Std Pac/6812 EL B XCAS6812DM2E FG08 FLAT GIRDER 1 3A0186347 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 Feb 20 13:05:38 2017 Page 1 ID: FJM?bXpxJBWbW8ogQlllUfzJdIJ-20iAkgb2QosWXU?5BKyvKJSzzT_m4U_YeD5iYBzjFOB 2x4 11 1 3x4 = 1 2x4 11 1 4x12 = 24 14 25 26 13 27 28 12 3x6 = 29 15 3x10 = 2x4 II 4x4 II 2x4 11 Dead Load Defl. = 118 in 2x4 Ill 4x4 = I 2.4 11 ME 6x12 = 32 33 34 9 4x4 = 2-10-12 5-4-0 7-8-0 9-9-5 12-0-8 15-2-2 2-10-12 2-5 4 2-4-0 2-1-5 2-3-3 3-1-10 Plate Offsets (X,Y)— fl:0-24,0-2-81, [10:0-6-0,04-01, [12:0-1-12,0-1-81, [15:0-2-0,0-1-61 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 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2, W2,W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (lb/size) 15 = 4050/Mechanical 10 = 14003/0-5-8 (min. 0-4-0) Max Uplift 15 = -1085(LC 4) 10 = -4549(LC 5) Max Grav 15 = 4616(LC 2) 10 = 14464(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-3803/1019, 1-16=-7527/1803, 2-16=-7527/1803, 2-17=-7527/1803, 3-17=-7527/1803, 3-1 8=-1 1841/3423, 4-18=-11841/3423, 4-19=-11841/3423, 5-19=-11841/3423, 5-20=-2432/6624, 6-20=-2432/6624, 6-21=-2432/6624, 7-21=-2432/6624, 8-9=-980/298 BOT CHORD 15-23=-187/915, 23-24=-187/915, 14-24=-187/915,14-25=-3423/11841, 25-26=-3423/11841,13-26=-3423/11841, 13-27=-3423/11841, 27-28=-3423/11841, 12-28=-3423/11841, 12-29=-744/3454, 11-29=-744/3454, 11-30=-744/3454, 10-30=-744/3454,10-31=-2866/1089, 31-32=-2866/1089,32-33=-2866/1089, 33-34=-2866/1089, 9-34=-286611089 WEBS 1-14=-1777/7272, 2-14=-387/0, CSI. DEFL. in (loc) I/deft L/d TC 0.80 Vert(LL) 0.0812-13 >999 360 BC 0.38 Vert(TL) -0.1912-13 >736 240 WB 0.79 Horz(TL) 0.02 10 n/a n/a Matrix-MSH WEBS 1-14=-1777/7272, 2-14=-387/0, 3-14=-4899/1801, 3-13=-296/223, 4-12=-3901/1493, 5-12=-3109/9625, 5-11=-800/324,5-10=-11329/3505, 6-10=-3918/1261, 7-10=A751/1682, 7-9=-1399/3683 NOTES- 1) 3-ply truss to be connected together as follows: Top chords connected with 12d (0.131"x3.25") nails as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with USP WS45 screws as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected with 12d (0.131"x3.25") nails as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 ponding. 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 1085 lb uplift at joint 15 and 4549 lb uplift at joint 10. 10) Load case(s) 2, 14 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. PLATES GRIP MT20 244/190 Weight: 293 lb FT = 0% 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) 188 lb down and 220 lb up at 0-3-10, 176 lb down and 245 lb up at 2-4-12, 257 lb down and 205 lb up at 4-4-12, 3632 lb down and 1858 lb up at 6-5-9, 1728 lb down and 834 lb up at 8-4-12, 1744 lb down and 821 lb up at 10-4-12, and 1761 lb down and 807 lb up at 12-4-12, and 1609 lb down and 676 lb up at 144-12 on top chord, and 587 lb down at 0-9-12, 587 lb down at 2-9-12, 587 lb down at 4-9-12, 585 lb down at 6-9-12, 585 lb down at 8-9-12, 585 lb down at 10-9-12, 585 lb down at 12-9-12, and 588 lb down at 14-3-12, and 1963 lb down and 893 lb up at 14-7-6 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: 1-8=-220, 9-15=-20 Concentrated Loads (lb) Vert:1=-188 14=-182(F) 16=-176(B) 17=-257(B) 18=-3632 19=-1 728(B) 20=-1 744(B) 21 =-1 761 (B) 22=-1 609(B) 23=-1 84(F) 26=-1 82(F) 28=-1 82(F) 29=-182(F)30=-182(F)31=-182(F) 33=-184(F) 34=-1963(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-210, 9-15=-20 Concentrated Loads (lb) Vert: 15=-1 1=-16314=-486(F) 16=-155(B) 17=-227(B)18=-3245 19=-1 542(B) 20=-1 559(B) 21=-1634(B) 22=-1502(B) 23=-486(F) 26=-486(F) 28=-484(F)29=-484(F) 30=-484(F)31=484(F) 33=-487(F)34=-1783(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. r_n — �onunueo on page z — tndnr•wtestr+r�+arra•a.u!�as 1��rnossrfswx�feoaxx:smM�rancl:ma{�sra�s;cr�mx�frf^m!�. myde�eT>n.d!!raa!!,de!f�prr!Tn,:e!,ryaT�.aiis6c;atu,r�np,T.se�oef,r.Lun!puarnld!Rnr. e�,er!'�t�,!:�dp�ew,pn e4eepP.Mr,ttSih.''YtiRd(u fit lDiU§111kJ,d;eT'tSf ie i�i ltT+ettl{6, SieCYll(S6litp(pRe e!CfitiyTftAfMfpttlepk!kT14 JCQiitfti:sAel!6PYttliar:ettC!L;iitf ft!IIt IfSl dTit!le§leiilf!dldiltd ERfkt of iEfe,g141 )rl'f. fkt deShte35{ks'j6R+;,f gt5"8�'Ri,i lepl 1 Anthony T. 'r!]!IibO ltrr P.E. Will df%I.AddmA 4illnsrasilun9&0eeetl0-i's a6altd.pda N W4413:u ,4f.,W.1ifi±3f,uW,ai6:lnd W&;ilia tilMi. Tit gjwdd60Dat.1fuFfrad.It ':nn,.0 aigkd4vnga,i!hEaft &" sill hr. d #80083 itlsdtigFairs«udf¢Irts%t.d6srassdathtbel;0elbtrs;;tm¢t1'uud(ee'�ldtgispsnsaffdfskiactioc7CSCptlimJt}?nddsraat!m�eadn!r!�dg�dd.,.m-:dea!!:s„ratenaanadd;!see!T,a6!s,!!,rrs:e6! arar t!ad?dau. !d.afa, 44515t.tudeBlvd, adatisr dsr�vedlf e(tf.-Marddrsa4antiadh sGsaaa atd!e4,hT!asBss!PS6glatdi!Ntll:hfndur cedna,d TassSsSltnE�ierddegdx4q,kmsaniedt:xs to rdu!1a161, Fort pierce, FL 34946 coprrigH02016A-I[oailrorses-An1bmyLIombo111,P,E i±pmdutriond1hisdommeat,inanyfarn,isproEibittd.itbounhenriffenpermiuiat,fromA-11vor1resses-ActhuyLtouboIII,P.L Job Truss Truss Type Qty Ply Pac/6812 EL B A0186347 XCAS6812DM2E FG08 FLAT GIRDER 1 3 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-180, 9-15=-20 Concentrated Loads (lb) Vert: 15=-1 1=-86 14=-587(F) 16=-92(B) 17=-138(B) 18=-2086 19=-987(B) 20=-1003(B) 21=-1097(B) 22=-1015(B) 23=-587(F)26=587(F) 28=-585(F) 29=-585(F) 30=-585(F) 31=-585(F) 33=-588(F) 34=-1157(B) Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:38 2017 Page 2 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-2OiAkgb2QosWXU?5BKyvKJSzzT_m4U YeDSiYBzjFOB tNu[iq•Flmss@rntyllrmka r+e'LI {Ulf 11USS8;�'lp{],nlr3At I'.UAS S rU#IIIIN (USTUYI{UIY)AUtl9a:fa>Yp#r I7<a Inaf r&sip pnn!h+t nd nN ht n Sat IntsaetiptUnxapllL$'}adne s#tlnrI.I.Ou rU,r.l. Ithn#n Sier.lel#n#a. edsn 0—Ise Wdalh I^.4ed1 IUTst s�asdlkssd meTOtoItvAAs. lsrssu�s[t{tt:rte,�rnrEEsiarep.Re:ed srcrasuumscpYedierrck;ndetS�:nyr-rwsm�t;3etrredlethflm:ly nillesdl,#dnTal.Ntslp—Ms.lx{rtrml# ottfry Anthony T. Tornbit III, P.E. rtmslA;LnsWrmpintlsg is ne ntpnsu UgdPa Unn,4xCnnt.hmdsptaunlildeq0-ga,nae udedd6s o:,t4lZ aA fx lrelhtdiel<d MfiL lk yp+told6eflOnt offi:ld dtlrlrrss: isadsyttul�,srotst,ass :m„ainn:rl s+sil�Re Re ssspnsndafd =80083 ntslr�poas�ttl6Yedn.MA-0,441seIOU nrGsramerlf¢denAkloiWfOcfrelittlr�netlo(lSfjrsNsfIFRnlSSLlertelnnsl4rrevdNiltxt.7r41es5#ntlrnsrrulM1naelb;Btdglnul:fs,Tmuopt5ynne:tlnssY-fida,odns 4451 St. Lucie Blvd. .an:�nietadIt. r>en dW dgnmz n.iyalowft":AlhuusWeJblc,tsl9tnel::n1ylulrnuT'nIm sspst.rrra�udietM .14quiod:m sstaaedknn. Fort Pierce, FL 34946 topyrigln 0 2016 Ad Roof Tresses-Amhony 1.Tanho III,p.I. Repradunian of this document, in any form, is probbiredWithout ,be Witi s permissiln from A -I Roof Tresses - Anthony L lamha III, P.F, Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FG09 FLAT GIRDER 1 3 �Std A0186348 Job Reference (optional) moor trusses, Fort Fierce, FL 34946, eesign@aiiruss.com ttun: 8.u2u S Aug 31 zulb Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:40 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-?ngx9LdlyP6Emo9UJl NPkXMXGarYPhr5Xapd4zjF09 2-2-2 3-10-11 5-7-5 7-3-14 9-0-8 10-9-1 12-5 11 15-1 4 2-2-2 1-8-10 1 8-10 1-8-10 1-8-10 1-8-10 1-8-10 2-7-9 Dead Load Defl. = 5116 in 18 5x6 = 4x10 = 3x6 11 4x8 = 3x6 11 4x10 = 3x6 11 10x14 MT20HS= 7-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.15 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.43 14 >392 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 333lb FT=0% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP M 30 *Except* Wl: 2x8 SP No.2 W4: 2x8 SP 240OF 1.8E W3: 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 7126/Mechanical 10 = 11484/0-3-8 (min. 0-3-8) Max Uplift 18 = -1725(LC 4) 10 = -3325(LC 4) Max Grav 18 = 8724(LC 2) 10 = 12649(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-7283/1525,1-2=-12179/2342, 2-3=-21592/4415, 3-19=-21592/4415, 4-19=-21592/4415, 4-20=-32079/7430, 5-20=-32079/7430, 5-21=-32079/7430, 6-21=-32079/7430, 6-22=-24281/5593, 7-22=-24281/5593, 7-8=-24281/5593, 8-23=-1821/373, 9-23=-1821/373, 9-10=-983/308 BOT CHORD 18-24=-365/1999, 24-25=-365/1999, 17-25=-365/1999, 17-26=-2342/12179, 16-26=-2342/12179, 16-27=-6566/29402, 15-27=-6566/29402, 15-28=-6566/29402, 14-28=-6566/29402, 14-29=-7084/30496, 29-30=-7084/30496, 13-30=-7084/30496, 13-31=-7084/30496, 12-31 =7084/30496, 12-32=-3476/15007, 11-32=-3476/15007, 11-33=-3476/15007, 10-33=-3476/15007 BOT CHORD 18-24=-365/1999, 24-25=-365/1999, 17-25=-365/1999, 17-26=-2342/12179, 16-26=-2342/12179, 16-27=-6566/29402, 15-27=-6566/29402, 15-28=-6566/29402, 14-28=-6566/29402, 14-29=-7084/30496, 29-30=-7084/30496, 13-30=-7084/30496, 13-31 =-7084/30496, 12-31 =-7084/30496, 12-32=-3476/15007, 11-32=-3476/15007, 11-33=-3476/15007, 10-33=-3476/15007 WEBS 1-17=-2301/11846, 2-17=-5817/1305, 2-16=-2472/11224, 3-16=-330/0, 4-16=-9313/2564, 4-15=0/1191, 4-14=-1031/3192, 5-14=-2655/1006, 6-14=412/1888, 6-13=-51/1090, 6-12=-7411/1778, 7-12=-1181/393, 8-12=-2525/11058, 8-11 =-1 360/460, 8-10=-15044/3540 NOTES- 1) 3-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 17-2 2x4 - 1 row at 0-7-0 oc, member 8-10 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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); cantilever left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1725 lb uplift at joint 18 and 3325 lb uplift at joint 10. 11) Load case(s) 2, 14 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 220 lb up at 0-3-10, 176 lb down and 245 lb up at 2-4-12, 257 lb down and 205 lb up at 4-4-12, 3664 lb down and 1632 lb up at 6-6-6, 1728 lb down and 834 lb up at 8-4-12, 1744 lb down and 821 lb up at 10-4-12, and 1761 lb down and 807 lb up at 12-4-12, and 1607 lb down and 676 lb up at 144-12 on top chord, and 1256 lb down at 1-7-12, 1256 lb down at 3-7-12, 1256 lb down at 5-7-12, 1265 lb down at 7-7-12, 1265 lb down at 9-7-12, 893 lb down at 11-7-12, and 893 lb down at 13-7-12, and 1344 lb down and 643 lb up at 14-6-0 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: 1-9=-220, 10-18=-20 Concentrated Loads (lb) commuea on page 2 na�•�e�nzn��rmtrzua'ta �-mutt:>(stun'i ass�u tttusa mstrw'as tstex{s1m'tamiov:•3ct�t�n'n„� r<�+r tncn p�uesnc�nandr;nt�sTnnat,aq+tminatt � ode: mcyt.?�es,tt.rennu iiratnnrt ne, uznn �n�n,er t�dnae�a, nir 8i!ntserxd>; pbYss stn„kxsNfmfittU@ale nGitrT.nt rqn EytrenP.y!{etntry tyinnryytsen;uu-rTG@ryrnesexRnePrdite�rIns``ssaltginu�roi;nr»YJE','Tlnrufesgrm'3ne ri4nLass iylledmQr tdOn¢.wtn pbi."arbsryenss=npMts,WYytta4sn5 sshlwl! Anthony T. Tornbo 111, P.E. adrudnls tnnsnrm, Ssttaju6angtasil syf d��see,tleC.-eehu a,rdyWadeFs.fat Winn¢,u5nnxaadne5t,3t 6:m>xhrdir iga:n adir41. 14ytrs,tldNtl si nptnitese eidt':rrt ic€iq a�Nngga4d�.nalhatg ssFGlntannsxx.ai:.rd i-t 80083 f 4eEti'ligMsirc.¢.dadrtcnr.tun,tsnnammoi:'Saa6ct�tets,mtusadtt�tuyGags,rsn!ryrtictamaltir.ttttua�trrnntusan���eneeisnpncetunn,Mtnee,d,mrnnsa:'aanttanvwhntvu�nc;rncnw tanatrnnu,�eaa.�inc 4451 St. Lude Blvd. aletaicrknret'�a(en;o]nieesnnnn,wtyl,nQpaarti-nopr4antran=eupbiedalaetas'itpwsrpx,nfusgsnn�y�uxdatirumr,t3rynn�ndrt�rs:mrt�nnlgiHd, � FortPteree,FL 34940 Copyrip4lCuiDlnA-IRnailrasses-Ambeell.lomballl,Pi ieptadutfionoitbisdotnmtnt.inany k1m,isprabi5itedM4iboa1The xritttapenmissiaofsomA-lRedInssts•Aa@a:pl.Tn lalll,P,E Job Truss Truss Type Qty Ply Pac/6812 EL B A0186348 XCAS6812DM2E FG09 FLAT GIRDER 1 3 �Std Job Reference o tional 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 Feb 20 13:05:40 2017 Page 2 ID:FJM?bXpxJBWbW8ogQII l UfzJd IJ-?ngx9LdlyP6Emo9UJl_NPkXMXGarYPhr5Xapd4zjFO9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert:1=-188 2=-176(F) 16=405(B)15=405(B) 8=-1761(F)10=-1344(F)19=-257(F)20=-3664 21=-1728(F)22=-1744(F)23=-1607(F)25=-405(B) 29=408(B) 31 =-408(B) 32=-284(B) 33=-284(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-210, 10-18=-20 Concentrated Loads (lb) Vert: 1=-163 2=-155(F) 16=-1 043(B) 15=-1 043(B) 8=-1634(F)10=-1211(F)19=-227(F)20=-3276 21 =-1 542(F) 22=-1 559(F) 23=-1 499(F) 25=-1 043(B) 29=-1 051 (B) 31 =-1 051 (B) 32=-741 (B) 33=-741 (B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-9=-180, 10-18=-20 Concentrated Loads (lb) Vert:1=-86 2=-92(F) 16=-1256(B) 15=-1256(B) 8=-1097(F) 10=-769(F) 19=-138(F)20=-2112 21=-987(F) 22=-1003(F) 23=-1014(F) 25=-1256(B) 29=-1265(B) 31=-1265(B) 32=-893(B) 33=-893(B) Huh).ft..di AlItwrie9IOUT 10SE5!Yltff yl[3ll litdS[;0%Wnu[S(iiSIOY'IOfT'}i(CE7E[L:SY:q'lan l!rdt Gtip pe,�!M!¢tndedes¢fiis LntC¢IpsC-tq(IR;,m7neW.TIA..tf,E:.IMn,t Stretldverci Grd!ss o2nNss sstelnCe lCL,ult :. uas[�at�an!�lh.W.1M4ItaH,A,.l!asgze6g�:r�sp<a!h6pu,a!!�In�mc;gn!m!®!cReztut!pa:undngd!e:m3mgctrnamhsl!dint,njkTm:epddnrlTODa1jW"THI.ectt5!,npnnxtRp¢dnncumsaar Anthony T. Tonsbo III, P.E. ¢[t¢dsLsknslarsnpkitt snne!espnisllgddxgetq Fs U.¢rs adhmd tpadu n:lollgO:wFen,n9:t¢deddlSl n(.fttl%nlNtloslaa76gde¢/RI1. the grnnldlit NO¢tnp fi!Ides!dHt fn¢, iod ti!p fnAvy!Imeiansf �aste lFnRr sld:l!Re rs pnsiiili7d �80083 ' Ih otilfapgnigtr nd6mrin.Wmu sdtditn!IDo ndtrz prtaittsnl p+tEstsAneleildtr[erpenl Sahl.MnaelkaQl51}p!IlidaeIt IF, ad Sl(Ame:drevtEkxgetrdpHn:e. In I ift!letruliaNdutti tndn:I D:vae,T- Vempiy!¢trnllast C¢.hrhm:.less- 44515t. Lucie Blvd. !nn,+ls!strmdho(¢���t¢ragna�mtgydipcnksktdr!a.t[ernuom<%6ptaIs[kTn!ndd,nWITl- Fort Pierce, FL 34946 (oppight91016A-IRaolTmsses-Aethacyl.IamhoIll,P.E. Replododiaaolthisdowmeal,inany farm,isprohNiedwithout The wtinenpamissionfrom A-IRoaf wsses-Anthony LTomhoIII, P.I. Job Truss Truss Type Oty Ply Std Pac/6812 EL B XCAS6812DM2E FG10 FLAT GIRDER 1 3 A0186349 Job Reference (optional) Ai Koor i russes, Fort Fierce, t-L 34946, clesign(tv_anruss.com 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 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 1269/Mechanical 6 = 1358/Mechanical Max Uplift 4 = -617(LC 4) 6 = -629(LC 4) Max Grav 4 = 1269(LC 1) 6 = 1358(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1 043/532,1-2=-366/162 WEBS 1-3=-258/582 NOTES- 1) Special connection required to distribute top chord loads equally between all plies. 2) 3-ply truss to be connected together with 12d (0.131"0.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 04-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:40 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-?ngx9Ld IyP6Emo9UJl_NPkXPZGjXYZjr5Xapd4zjF09 NO-p 2-0-0 ' 7 3 3x3 111 5x6 = CSI. DEFL. in (loc) I/defl L/d TC 0.41 Vert(LL) -0.00 3 >999 360 BC 0.10 Vert(TL) -0.01 3 >999 240 WB 0.07 Horz(TL) 0.01 6 n/a n/a Matrix -MP 4) 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); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) Attach ribbon block to truss with 3-10d nails applied to flat face. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 4 and 629 lb uplift at joint 6. 12) Load case(s) 2,14 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) 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. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 220 lb up at 0-3-10, and 1549 lb down and 838 lb up at 1-11-4 on top chord, and 626 lb down and 271 lb up at 1-0-4 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: 1-2=-220, 3-4=-20 Concentrated Loads (lb) Vert: 2=-1549(B) 1=-188 7=-626(B) PLATES GRIP MT20 2441190 Weight: 38 lb FT = O% Standard 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-210, 3-4=-50 Concentrated Loads (lb) Vert: 2=-1 381 (B) 1=-163 7=-554(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-180, 3-4=-60 Concentrated Loads (lb) Vert: 2=-851(B) 1=-86 7=-339(B) .' Cw:p•Mes};tta;.{ymuatn�G•lr�tross=Ts¢situ©,t�s:rot�rarsrns�u{q!rr1z,���.roGuas^rot,.rar�Gt�ptaaan:f�«�aatta.�;attrtoa"rmnt!ler,p{�}:,afgt.t}rmi�tf.urr,nitsitnitratts�a�t;t�ti;,tarRGa:a:�,aar, 4i':el:IanMri4s a�tco:ara cwmebs4 ttse rtirruf :rp rtca�c asptsiry igmn�Mtntttwit{oaxturtna::yew.aaIXaxtrtSfnttt,aabr:a.pawdet fa W6siptrtntnpHlnrae{�.1e{aGt rOgn¢,a�ar to i.sca,�ant�atns:, ato{«tGnstt,,=msrn j Anthony T. Tombo lli. P.E. adln d118 rnnF.t a!i G+atn ni{wfitECrtii}�ftIX,b}�xtt(fiY Vftit:aU,:trflilFit51g1C,YrI}i}�r,tY l�l�r, �6G��nd iA:GV=ii:tSd itt t.r?ltrttntlA�bit:g6Gw(�Jt1{dJF it}4 1RL'ititGUr�.V(.StNttt,Y?Ibl.^AwiY�t1N 5{ti:tibt(MPit9iLir 3G 60083 iv ki`Ay gtita fa![wOrta rg4%lf anfdWQl r:glx{5!{tatat�pgt:Vtsd�ttalGa{UgnaG.S6+�t �Zf62fiwt�GSI,'{IISSi{{trnw{SirlafaftriiP}ttdii(gQR1I�n{tRM, RLI'llitttlilrft�S.PA3w{MtSl�tDirnss9tuq^.thtIXst [kcp hrx.arrsRrcsske�ltrttta,wlns -. � atstxin6tgad'ate (a�rJ �adrrw[axtabgq lgpnls,'ndrt4leisuf 3tsipfi{i¢ta b XUl3x ttrdarC4sig�s m Fass ".nbIXtyittn da} du#u{, d:ct{�'aH'rmttn n!}fi}dh lrGl, 4451 St, LtltfB Blvd. [aprrig5tr�'f016A-1RootUefsxs•Antbteyt.lom6n111,Fi �.preduttianoithisdammant,inaayfam,isprx6i6nedx06auuAewdtttnptrmissianbemd-Iraoiimcses-Antfit:eyl.to��oIII,P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186350 XCAS6812DM2E FL03 Floor 1 1 Job Reference (optional) Al rcooT t russes, ror[ Merce, rL aaago, aesignLa-i euss.com 0-4-8 -� a 2-6-0 1.5x4 II 4x6 11 3x3 = 3x4 = 1 2 3 4 Run: 8.020 s Aug 31 20% Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:42 2017 Page 1 ID:oru4FaloNFsQPAOQ8TIquFzV4Xj-x9yhZ1 eYU0My05JtQAOrU9dhO4E50LH8Yr3whyzjFO7 2-0-0 0-11-0I 3 1-3-0 Dead Load Dell. = 1/16 in 3x3 = 1.5x4 11 1.5x4 11 3x3 = 1.5x4 11 3x6 FP= 3x3 = 4x6 11 5 6 7 8 9 10 11 12 20 21 19 18 17 22 16 23 15 24 14 25 13 1.5x4 11 4x6 = 3x6 FP= 3x4 = 1.5x4 II 3x6 = 4x6 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)'Except` 132: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 970/0-3-0 (min. 0-1-8) 1 = 970/04-0 (min.0-1-8) Max Grav 12 = 970(LC 1) 1 = 970(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-832/0, 2-3=-830/0, 34=-830/0, 4-5=-2506/0, 5-6=-2506/0, 6-7=-2480/0, 7-8=-2480/0, 8-9=-2480/0, 9-10=-832/0, 10-11=-832/0,11-12=-834/0 BOT CHORD 18-1 9=0/1 902, 17-1 8=0/1 902, 17-22=0/2506, 16-22=0/2506, 16-23=0/2506, 15-23=0/2506, 15-24=0/1905, 14-24=0/1905 WEBS 1-19=0/1219, 12-14=0/1222, 5-17=-295/17, 4-19=-1252/0, 4-17=0/807, 9-14=-1252/0, 9-15=0/670, 7-15=-304/41, 6-15=435/268 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 16-8-0 CS]. DEFL. in (loc) I/deft Ud TC 0.70 Vert(LL) -0.3517-19 >556 480 BC 0.80 Vert(TL) -0.4517-19 >431 360 WB 0.58 Horz(TL) -0.05 12 n/a n/a Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Ell PLATES GRIP MT20 244/190 Weight: 93 lb FT = O%F, 0%E Nrtug-Pima RrneSNrrernr nx'f�I ID�','.�i1DSSES�,'SFi!lir5[M3AE I4kf Er0aglllOdS(JS[04j[Ih]"JiINFOfi1([aYflrM1:n ladrtealppr¢^�sh,sat rcsr xhf ndJs rnssCniyoVrtzinyp[4jslRe 1s19arL6slaln,P:. rekn;r shxrEdar w. Crls:so'lttxlsertfeln Re RO.a[r wraids<mr[rnrssxu[eraewrRzlocusnz:CfselrusosP[,[a<xt�.e,tleartpM1[iar,R:s"fayy[a7r4mmsm�,n>nrtvr[skx�rrdaSM1:"o3rrsp:.,aru.tsxrrrsy:da�w[dr,r�:[epadaR•tooair.atamt.rutagrmaaras.tseiaymr4ws.samtas:, Anthony T. Tombo III, P.E. ataesl R:s iim trxq tri4,4yl: Rt �<spa4:hj elhsDner,Rs C.eeise mdeanla4:[nt@g0::.n,hR.e atledrltie 4CRe R(aisalaeltr7tiegal:atl[41. ik en:ad ARe NOal etfieN.ser!Rt1:ns; rtdatarineTny dvegauslrCeliwnthnns4flh Cx n!µesrnlR[d =80083 ' IhlrlfurDssigmeu6andrc.Alletrss¢Irrin4elDCnlRar¢ramsnitsirlunAtklci i[re{seelSCtl[I.duaeliw(I[S¢felliAell[[RnOSE[.IeniAnu:ethrgz�dgsi8aar.t4lednn@erzsSnsRililesnlhfiesdll:LassU:sites,isan0esi[r[y'reersnnssumnmm:mns 4451 it. Lucie Blvd. 141MIS,h rdtrr[«ftQd IP deprnver;y if ramerinrf,rR.tu[roa Deer FrghesrhiDlerhuirt D<si}aymlma4drs[rimepanyhatiq. 9l ardivadMz;rnrsadutkRfl' Fort Pierce, FL 34946 Copyright 0 2616 A4 RealTmses- ArthooyR. tamha 111, P.E. Reirodo4ion aphis document, in any form, is prohihiled wilhouttbe mitten permission from Ad Raofbusses-AmhooyLTumho lit P.E. Job Truss Truss Type City PIY Std Pac/6812 EL B XCAS6812DM2E FL03A Floor 3 1 A0186351 Job Reference (optional) n r sw�r s ruaa , -un rice , � ova cmynlw,d neuaa.wm 0-4-8 1-3-0 in i 2-fi-0 i 1.5x4 II 46 11 3x3 = 3x4 = 1 2 3 4 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:42 2017 Page 1 I D:FJM?bXpxJBWbW8ogQ[I[UfzJd]J-x9yhZ1 eYUOMy05JtQA0rU9dgP4E80Ll8Yr3whyzjF07 2-M t 2-3-15 Dead Load Dell. = 1116 in 1.5x4 II 1.5x4 11 3x3 = 3x6 FP= 3x4 = 1.5x4 11 5 6 7 8 9 10 17 18 16 19 15 14 20 13 21 12 22 11 1.5x4 II 4x6 = 3x6 FP= 3x4 = 1.5x4 II 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 972/Mechanical 1 = 972/0-4-0 (min.0-1-8) Max Grav 11 = 972(LC 1) 1 = 972(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-832/0, 2-3=-830/0, 34=830/0, 4-5=-2525/0, 5-6=-2525/0, 6-7=-2262/0, 7-8=-2262/0, 8-9=-2262/0 BOT CHORD 16-19=0/1910,15-19=0/1910, 14-15=0/1910, 14-20=012525, 13-20=0/2525, 13-21=0/2525, 12-21=0/2525, 12-22=0/1394, 11-22=0/1394 WEBS 1-16=0/1218, 5-14=-290/10, 4-16=-1261/0, 4-14=0/830, 9-11 =-1 627/0, 9-12=0/1013, 7-12=-322/0,6-12=-571/105 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 16-8-7 CSI. DEFL. in (loc) I/deft Ud TC 0.77 Vert(LL) -0.3514-16 >550 480 BC 0.80 Vert(TL) -0.4414-16 >438 360 WB 0.58 Horz(TL) 0.02 11 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 88 lb FT = O%F, 0%E .. tezq•flmrMsr+ydd se!ircM'td tSFB,vsy'arSEttx't EFNEItE i(t4St(U%:fi�SIE:I-Nt"€i!tr�4:tN7ti:i76Y�1'fan.r<elp ksprcrsf>;�:atentuksnlzs;msEad�p ixx.iy�6H,nilEelfient.:'rr,»lyr:.lerssne Antteicure �ns+:stnNe sfz+dn9r?r0,tt11 lNlete+aw.M pi5n ferkased(vM1DiNir nld.ba+T•+n;:+:M hyNxsQa,sryerPt Eqi+en;, Wa nrsr+e+riCPrrfi<a+serrnpt rdlarxe&u�nd!npzntignspmaits In hrirsipa+tMsf+pATins dep�nedwil+[SPat(,wK!i itid, tt<fe,tpersuatrevx,N gsntkYn sahi.i! Anthony T. Toutbo 114, P.E. We. Oft wnwaywflquerre;FxsUftiMo-"64.ws Maind.;w0f. W1.1dent}chwwtniUK'N1r 1U1.dh!&j Tnjpd d1ir1;0Mata'UAd3[d ' - 80083 3a tao+yC+;tyrulf+#rsnr. t9 nnssdutAMOPa(Mpsatiesafrz'a.SsndMts'J++76op+a5s!Lp Nzrt�n�i(Sf ptlisa�dEy tN¢lSCU ur sdneaa+Mgnnlptilu:t ftptlsSmes3r n7aa:.A;tsavdl:lasdfal,�ssCrsgsr, Isan (ksu Eegnns ai`rt:;@aM4mn,slns 4451 5t. tuete Blvd. +3aais+dtbsed§i+CngM�patlgr+bnJNyhrfygtinint!rl. itri;ns 7niystR(lasrbgP?rt+deisy:ni$+s,r Toss:ssNnt4trendsp Octeiy, t7rtritadtae,:arut+etalrN. Fort Pierce, FL 34946 topyfighlQ2it1AA-IlealTmsses-Aclbaayl.lemboIII, Pi iaprodadlonaffiisdemmot,incoy Nn,isprob3itsd.itbaaE[be rstt'eapermissianhem AAlonilfasses-Ambeayl.lombolll,P.E 0 Job Truss Truss Type Qty PIY Std Pac/6812 EL B A0186352 XCAS6812DM2E FL04 Floor 5 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 Feb 20 13:05:43 2017 Page 1 ID:FJ M?bXpxJBWbW8ogQll I UfzJdIJ-PMV3nNfAFKUpeFu3_tX41 M9twUfplpYlnVoTDPzjF06 2-6-0 2-1-14 i 2-0-0 i 2�-i Dead Load Defl. =1/8 in 1.5x4 II 1.5x4 11 3x6 = 1.5x4 11 3x3 = 3x3 = 3x6 FP= 3x6 = 1.5x4 11 1 2 3 4 5 67 8 9 II y li ! 15 16 14 17 13 18 12 19 11 20 10 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x4 = 3x6 FP= LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1016/Mechanical 15 = 1015/Mechanical Max Grav 10 = 1016(LC 1) 15 = 1015(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2392/0, 3-4=-2392/0, 4-5=-2763/0, 5-6=-2394/0, 6-7=-2394/0, 7-8=-2394/0 BOT CHORD 15-16=0/1465, 14-16=0/1465, 14-17=0/2763, 13-17=0/2763, 13-18=0/2763, 12-18=0/2763, 12-19=0/2763, 11-19=0/2763, 11 -20=0/1 467, 10-20=0/1467 WEBS 2-15=-1710/0, 2-14=0/1082, 3-14=-297/0, 4-14=-669/62, 8-1 0=-1 712/0, 8-11=0/1082, 6-11=-297/0, 5-11=-669/62 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plate(s) atjoint(s) 1, 10, 9, 7, 13, 4, 12, 5, 15, 2, 14, 3, 8, 11 and 6 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) atjoint(s) 14 checked for a plus or minus 5 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) 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. 8-6-6 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.59 Vert(LL) -0.3214-15 >635 480 MT20 2441190 BC 0.45 Vert(TL) -0.4314-15 >469 360 WB 0.52 Horz(TL) 0.05 10 n/a n/a Matrix-S Weight: 88 lb FT = 0%F, 0%E 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard llstttyweese=srA�rreris.fif'Eau,: nuss;rstu�raa,E;rwsa wKsrass tnl�x�ta'{rrot�w;txu:Ns' mw. mdr a�peya,�!,,,a,e!reas�sas�!Ina � :y!trr,ey+leE;alnl ytdm, 1.?!stialN,ri.4MesaSlepkde;e.se 13,t: e5„rn skdaAe'Cii,aly Y.de4uaadmy!3,s A!:kzsM{a lx lD6nhnld. S:ahss,q!teasee!L.e.:psaRr itFrer1'sa,ex,v!sriRPr,tt,s,.axa,pt„!du!t'v!,!ieul x aE.pus.Saes{ar„e,slpd�e,ndit,asri!paldmruyroah,as„7pt.:E,asra!sv:r:,le,:sy m�x,szi:3eE< Anthony T. Tombo l:;, P.E. ache e'dls lnsslttayiltayuiarv;{a;lemx'Ii±Oxn,dsCo+Ps use,7,dyutsr,lek:tmrJnttSr,U&,sc'eIId&!Irr,ix lS.MdstxdlcAay:v,-uJ;Pll. lerpr„de7HelA,si eay'ieNr,tdi,':nss,.uiiu95sd'rty;hnye,x<II:!tix rdE�aaj s6vLletw,espte�l3ys' #80083 AeEz~tnr.e:lrrs ulraNvhr_EllexvuNall,Rv r:O,xtp!patas mEya, SasdlkkddapOwpa,xddaK ltaaaa{Efsgy,Ehvs!dky hesd SSJ v¢rdaex�bhnsaal faa. tit. Ames lnesyras,a ,vul i�adhv Foss dvs tq Gsn Ns ®OycesralircnR:ads4na.wlus - 4451 5t. Lude Blvd, ot!i+6edNsedF{are^Mrpv!r?{!th irtoy!}!Cyefs!s:nd!,E leitss 7!sip,ppbt!ris Ndt k, ttttisyesizu,t� Tnu:tst!nE,Sly er dar 6a".fiap, ;?<uyBr`vedroram r, dt`.!ed wlFtl, + Fast Pierce, FL 34946 Copyrigh o 2016 A-1 Roollusses-Ambeay l.lomho III, Pi. 4produaion odthis da!ument. in any term, is probib{tedrithoot the wtiren permission from A-1 Roof grasses-Whooyl. lambo 111, P.E. Job Truss Truss Type City Ply Std Pac/6812 EL B XCAS6812DM2E FL06 Floor 1 1 A0186353 Job Reference (optional) Al Koor 1 russes, r-on Tierce, rL AH41b, aesignLaitruss.com rtun: S.UZU s Aug 31 2U16 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:43 2017 Page 1 ID:FJM?bXpxJBWbW86gQlllUfzJd IJ-PMV3nNfAFKUpeFu3_tX41 M9rsUc61ttInVoTDPzjFO6 i 2-6-0 1-0-0 2-0-0 2-4-8 1.5x4 11 3x3 = 1.5x4 11 1.5x4 11 3x6 = 1.5x4 11 1 2 3 4 5 6 11 12 10 13 9 3x3 = 14 8 15 7 3x3 = 1.5x4 11 3x3 = 3x3 = 3-9-0 4-9-0 5-9-0 11-0-0 3-9-0 1-0-0 1-0-0 5-3-0 Plate Offsets (X,Y)— (1:Edge,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.21 10-11 >609 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.22 10-11 >588 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 58 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 652/Mechanical 7 = 652/Mechanical Max Grav 11 = 652(LC 1) 7 = 652(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1110/0, 3-4=-1110/0, 4-5=-1110/0 BOTCHORD 11-12=0/875, 10-12=0/875, 10-13=0/1110, 9-13=0/1110, 9-14=0/911, 8-14=0/911, 8-15=0/911, 7-15=0/911 WEBS 3-10=-329/45, 2-11 =-1 021/0, 2-10=0/532, 5-7=-1056/0, 5-8=0/251, 5-9=-56/364 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. tMtrs1•flttflWq1j'InOXWt•{tJJrTEIBSrSrSSUtSyIFArI1t3YM16Tull16'(F SOWT. luio K11tiMtWst'n l't fm Kfu ot'Wift'.d"23;GG,g1( Itl`tii£ Atjl�ES3k:knWic6e16ph§4 rtld ltl T'tftitfll£lghtRie,t,1(tGE(t(t-[(nn ip+tft£rN6+(TGQftat1ti:t£ist£r4fftidlh7ElEtl:litl lFji3tilhtT11p1Y�'4'(tR(tftSipt?(itfR§13Tirfl lgnitlWhtStpt£1(;1N4111Ia. e6l if ilt£13TS11"YJt1; �9}3:ClR ff'MS, SSh1G7! Anthony T. Tombo ll:, P.E. sdnt e+tlltinuhsmblfiqumrrµasYirhitlt0,ttu,n.C�edsufiasrclgeduAeb wi3esipg,uhtl�"tatt4ttit,7t&Ctt[&h,d lil+vtstL•mdif4l. Titq(testld Wlt4alaraellrtdie:ttst,�aiiut5a'vickshrcrt,a4hteiusthu ilt4lelwtsytcili`:Ip� #60063 3tt"L£pufipem![ttARTt-Amtfxtfttmntr.Dtflh±irrt£stets&5011?mw1ftlopW.id:t{:ac4p{Y(Sfr£klis4dklTtWiSamrdtRu±dtttrEatf¢lpins,Wffiaesh1upftsiJSl..sedM's9.WRs6efp",1-D";<altya££eliRfskcAuftmd:: aa5t5tLucie Blvd, r4n/L•t ltAtelgtfmA.Mf;ttls{tE lftmtblhtFrt�tsiNM,?tTtnf 3tslg,ttpWnil k]I ht.ieitl2Eff ,te 1nf51jfhn repetNdeJle lR;. S.. ¢{ilfitd7rsfinet dfet!'gln-I. Fort Pierce,Blvd, topyriyhlC2016AARod Inues-Adbuyl.Tomho111,P.E bpradadmnd1hisdatament,inaayhffi,ispmhi6Tted.itM1aat$tarieeapermiziotf4omA-1Rodbosses-AdboeyT,TomEallt,P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186354 XCAS6812DM2E FL07 Floor 3 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 3120116 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:44 2017 Page 1 ID:oru4FaloNFsQPAOQ8TIquFzV4Xj-tY3S. jgoOeegFPTFYb3JZai5yu_rUJ?R09Y1 mrzjFO5 2-6-0 2-4-8 2-0-0 0-8-6 1.5x4 11 3x6 = 1.5x4 11 3x3 = 1.5x4 11 1 2 3 4 5 3x3 = 6 Dead Dead Load Defl. = 1/16 in 1.5x4 II 7 i 1 a I 13 14 12 15 11 16 10 17 9 18 8 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x6 = 3x3 = 13-3-14 13-3-14 Plate Offsets (X Y)— f1'Edge 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.31 8-9 >509 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.40 8-9 >391 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 72 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13 = 792/Mechanical 8 = 792/Mechanical Max Grav 13 = 792(LC 1) 8 = 792(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1661/0, 3-4=-1661/0, 4-5=-1648/0, 5-6=-1648/0 BOTCHORD 13-14=0/1127, 12-14=0/1127, 12-15=0/1 127, 11-15=0/1 127, 11-16=0/1661, 10-16=0/1661, 10-1 7=0/1 661, 9-17=0/1661, 9-18=0/1098, 8-18=0/1098 WEBS 3-11=-275/0, 4-10=-318/109, 2-13=-1307/0, 6-8=-1282/0, 6-9=0/642, 5-9=-270/37, 4-9=-345/361, 2-11=0/698 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 200.0115 live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard " "' Slreq.PleniC+mrddyEekaCt'kJ lCkttUSS5A5E0r1'ggfAiisE;ft'L°{tCFS1i17Ii(171iM;ry.B!q�rCip8p 7Suf71t'hra, Cttdr lrtgt qsusn!tuodleticdlfattis,anl^1tipEtz�fiyflC[j osf8f:ttSttyLlt&S9IIS,lEglICtC4 SI1t}gt(Pit N1. CS`E111�AEtiitl �tFN$i 1L{,LFIf Wgtl tisu:Wgkgtstalltrf.Wh56tID'.Ris 11'�. 45t6'rssDrigi:rgnm(ia,igtuugiptetro'�estsnesrlCAnxtlr5uzugt�isttt�ths5'ttd sq¢erkgagas:+(h (a httlstgaztbe sUyhLm ilild toe GCet¢. urn 1111.?utt,igt tsuzgKaS,#>i q«af�taes, sxh4im Anthony T. Tombo 1I1, 44515t, LUde Blvd, Fort Pierce, FL 34946 P.E. dmt m dm amscyumrttnHe cnu,atc.�a,laaig�treta drat:y ,h�t�4efa a a� awladq.3a;:a5ra fia. Eaty�oda :t ��t,fyytui;ed�etnu kq�daq mttgt,i�� ti�tsglstcl rxl aagx t 80083 ' 3tgn:NgitilglS.'titllNtt3r. 3C lzet sil Edtiftl P6tett2t1fa5il5 ¢a jiigE`1ttS'fEAf iaitAJrt #4!5dL'q la?Ha�tfll�($tq IiS}Ltgygfll�SSir pi ldtttlat E5lgMttliy rmY. 11, E(t?�ifS /Itigtlii id'h![tgI7LtS PlDl rrt156tit�5t;ItaP.C:CR EiTtttt4ttitiSf Y.�£(PaRSH tdfSi e2E1a51n itEaetiie(et.-td qsrrgtthn:tir;Eysgt�esro!!tL;Itkisl9tsip6gin•i5 N5l ie taioq ctstnx,aCnssSnitxiirudmkefhi,l nCiknd;rr,;tn a: t:;e1(gIr€E. ropydgbt 0 2DI6 A -I Rod Lasses-Am6cayl.lamba III, P.E. ieprodauioaailhis dav-w' in any ro m, is pratribitrd.4boal the nriven permissieafiomA-1 Red irasses-Am6ecyl.lor10 114 KE Job Truss Truss Type Qty Ply Pac/6812 EL B ' XCAS6812DM2E FL08 Floor 2 1 �Std A0186355 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 Feb 20 13:05:45 2017 Page 1 ID:oru4FaloNFsQPAOQ8TIquFzV4Xj-LkdgC3hRnxkXtZ1 R6laY6nECpHGIDkiaFpHal HzjF04 0-3-4 , 2-6-0 1, 24-8 2-0-0 I, 1-10-15 1-3-0 I Dead Load Def. = 1/16 in 1.5x4 II 1.5x4 11 3x6 = 1.5x4 11 1.5x4 II 3x3 = 3x3 = 4x6 11 1 2 3 4 5 6 7 8 14 15 13 16 12 17 11 18 10 19 9 3x3 = 1.5x4 11 3x3 = 3x3 = 4x6 = 1.5x4 11 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.30 10-11 >534 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.39 10-11 >406 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.03 8 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 73 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 6) Gap between inside of top chord bearing and first BOT CHORD 2x4 SP No.2(flat) diagonal or vertical web shall not exceed 0.500in. WEBS 2x4 SP No.3(flat) 7) CAUTION, Do not erect truss backwards. BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 790/0-3-0 (min. 0-1-8.) 14 = 790/Mechanical Max Grav 8 = 790(LC 1) 14 = 790(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1662/0, 3-4=-1662/0, 4-5=-1662/0, 5-6=-676/0, 6-7=-676/0, 7-8=-678/0 BOT CHORD 14-15=011 121, 13-15=0/1 121, 13-16=0/1121, 12-16=0/1121, 12-17=0/1 662,11-17=0/1662, 11-1 8=0/1 436, 10-18=0/1436 WEBS 8-10=0/993, 3-12=-286/0, 2-14=-1300/0, 5-10=-886/0, 5-11=0/452, 2-12=01722 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. - �. %tIN'uh(R�+itritXhe'i.I rPs 1lD5S•.i^Stltf CilYi4t iEt4i6 (Ub'IEK95IFi1AR F2N8§7iDGVf..Nt"htm. Ttrd dtA genmuhtssbgtdaelss�ks iris DtApe:»eiat(1DDJ d!!au@epl, leaEslf6liktnemSErdlehte±sa DEEtu ehsos AAd wILiCD,eelq �m1• r, s �k i�`B+! E P 4i':el;enrktrsSts sN±kr5,4tn fx lDDhpt re,! lseTrsirga Ee7hn a,lgwgDgleq�etr�"e sttlnmg7DQngrtixt:us:ytwdhexehs,eed rogan�hi•esgex3irnta heir,IpdtxuyHT,ns7tgkted�!?rtDDeeEq ttln tiN. iuttsipnuspr .lansp rc(tsts, ultEi ; Anthony T. Torhbo 1111 P.E. ad#80083 ' Aelm`mggesig±•,s esr(ttt,tY:sr. lDsnssettttbhe CDte(fxgroxssaYe lt:rzesd4at�Qeytaap-aiGSde:gl aszflet�i(Shlsilis4klEgTNexl St'J ntrehrtec+dFtt±psalg fees. tit!ltmes?ere7ee:i's'.Ans ea(aines,tfielnsstrs Se,rros: Ptso[egaualinn4, eanx.nless 4451 5t. Lucie Blvd. r.Eu,nuk[md§q drate4mgetdgn h ninglgegqsneshsaNe4 ;tetnsDnip6grees is M7� Ae tuiYegesfpxs» rmsSnhes&ihrtreigxle5xui, EBrq,hsdh�mm es k`.eda!&I. topyriglllLs1916A-1Red lsasus-An!Eceyl.lem6etll,P.E i±produtlioaefl5isdoroment,innnyraem,ispruhibigrd.AbneEthe xrireopermisshGimmA-tpe±itmsses-Am6eeyl.lac4nIII, P.E Fart Pierce, FL 34946 Job Truss Truss Type QtY Ply Std Pac/6812 EL B A0186356 XCAS6812DM2E FL09 Floor 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 312016 MiTek Industries, Inc. Mon Feb 20 13:05:46 2017 Page 1 ID:oru4FaloNFsQPAOQ8TIquFzV4Xj-LkdgC3hRnxkXtZ1 R61aY6nE8MHG9DhgaFpHalHzjFO4 2-6-0 2-2-15 2-0-0 1f 8 15 3x6 = 1.5x4 11 3x6 = 1.5x4 11 3x3 = 1.5x4 11 3x6 FP= 1 2 3 4 5 6 7 Dead Load Defl. = 3/16 in 1.5x4 11 3x6 = 1.5x4 11 8 9 10 17 18 16 19 3x4 = 3x8 = 3x8 MT20H5 FP= LOADING(psf) SPACING- 2-0-0 TILL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1154/Mechanical 17 = 1154/Mechanical Max Grav 11 = 1154(LC 1) 17 = 1154(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2916/0, 34=-2891/0, 4-5=-3529/0, 5-6=-3529/0, 6-7=-2857/0, 7-8=-2857/0, 8-9=-2857/0 BOT CHORD 17-18=0/1694,16-18=0/1694, 16-19=0/3529, 15-19=0/3529, 15-20=0/3529, 14-20=0/3529, 14-21=0/3509, 13-21=0/3509, 13-22=0/3509, 12-22=0/3509, 12-23=0/1694, 11-23=0/1694 WEBS 2-17=-1977/0, 2-16=0/1402, 3-16=-281/12, 4-16=-952/0, 9-11 =-1 977/0, 9-12=0/1357, 8-12=-273/0, 6-12=-756/0, 6-14=-297/459, 6-13=-48/265 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 15 20 14 21 13 22 12 23 11 1.5x4 11 3x3 = 1.5x4 11 3x6 = 3x4 = 9-8-15 CSI. DEFL. in (loc) I/deft L/d TC 0.91 Vert(LL) -0.3516-17 >660 480 BC 0.72 Vert(TL) -0.4916-17 >470 360 WB 0.67 Horz(TL) 0.07 11 n/a n/a Matrix-S 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 Ib FT = O%F, 0%E "" �azsy•Fleasahra,'.drntkake'A�ItSti[93S?SrSEtlit}fE60tt1&>Z6tUlu�liiDD5(CSiCH{'1ryt01A:S69G1!DEi�fNYleia.Yrrd(ky�yreaa:uardnKuittnlu inze D::i;tEraurflD[ pf�3elfiSenl.IFrixilLP..Utneeu Reetlefue ne. Des:�rue e�riu;ta F[4,aly tEieturxlttykis sN:it nedfa[x lDkgtztd. 4;a Pozsgrigt Reisset:.t,!lazAyk{ieeup9+sree crt7QDmteuazusrttxbe it'n.uadmQamkrn:p■zi45(af>, tesiatthnw;rLneiepmd■.RtriDecte,aen ir6i,`.kkt naspwa;,lzzispmfnys:hli'-t+ Anthony T. Totnbo IP, P.E. zdnet'atzknzia tr!L-lrayu.:errpnui+.rdff:aten,eeCertlzu%e'rdyedttCeD.Fspa zipn,UYxtm;ctdtb:rr,et iGaf»InJt:kytt3erdiH i. rfeyp++ddtlel.Daf ey`aa ,edit irssL �'M 16Lpe1R4.i9elannai6rets zSzDhe 6rawaili Fz! 480033 'et+P:GyCettgar.Wktau#LdI1'nsidol oitrNww,pfJtk's tpliNns49tBtQ+�fWjGCpR+31Wel1*.''4n1q3r;;43k0Ayiffe¢fW1Miek(f"k;=1,Adeen,(�ikewAteeg"mt..wnuryan0.&,.wp',TopNepttr«�raeraak�amaa.•uee s 44«tStCue:eBlvd. aiti,ktk!a:agt C.-,J /td ipeeaa npt,ectvu,i*,?G,C�tt:nt ,0pt"p P,ea to duure«sryr,«rm!uea!t!ieteidari+ltitp, tDaydz^zdn:c:tna M-1 W&I. Fort Pierce, FL 34946 topyrig410 2916A-I taalbas i-AmAany 1.lomho Iff,P,L depmducion ofbis dommtaLin anyrnm,is prab."VedrAaal1he•rinen permission kom A-IP.00i&attes-Amhanyl. nomlo 111, P.L Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL09A Floor 1 1 A0186357 Jab Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:46 2017 Page 1 ID:oru4FaloNFsQPAOQ8TIquFzV4Xj-pxBCPPi3YFsOVjcefO5ne?nMohbYy9jkTT17gkzjFO3 2—M 2-1-7 22--M 2� 1-8 3x6 = 2 3x6 = 3x3 = 3x3 = 3x6 FP= 4 .11 A 7 A Dead Load DeB. = 1/8 in 3x6 = A to 11 0 I. 3X4 3x6 = 3x6 FP= 3x6 = 3x6 = 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.24 14-15 >837 480 TCDL 15.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.32 14-15 >646 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.04 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) `Except` B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 12 = -51/0-3-8 (min. 0-1-8) 14 = 181410-3-8 (min. 0-1-8) 21 = 907/Mechanical Max Uplift 12 = -254(LC 3) Max Grav 12 = 187(LC 4) 14 = 1814(LC 1) 21 = 909(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2071/0, 3-4=-2071/0, 4-5=-2174/0, 5-6=-1535/0, 6-7=-1535/0, 7-8=-1535/0, 8-9=0/1334,9-10=0/1334 BOT CHORD 21-22=0/1328, 20-22=0/1328, 20-23=0/1328, 19-23=0/1328, 18-19=012174,17-18=0/2174, 17-24=0/2174, 16-24=0/2174, 16-25=0/2174, 15-25=0/2174, 15-26=-64/466, 14-26=-64/466, 14-27=-511/105, 13-27=-511/105, 13-28=-511/105,12-28=-511/105 WEBS 9-14=-283/0, 2-21 =-I 54010, 2-19=0/861, 3-19=-316/0, 8-14=-187710, 8-15=0/1295, 6-15=-266/0, 5-15=-798/0, 10-12=-1221592,4-19=-320/125, 10-14=-1110/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 12. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 119 Ib FT = 0%F, 0%E Xaat?,Rtex�nz�J!mira stt'Id 4J9EtltlSi�3rffdlD"}EDDt!'ttWttDy.�if lGYIOH.{`g7ECjrtd9k:D6P.ENt'Am. iftit kE�stmse'assritedetfe;ntEs?nts p;siP:resutilDN aalk§eStlScnl.knom,ti,UldatuSledldennt. 0.rittt�sieiA s�hdatt iCD,alr yi Aa.kFlia ft, kndfa fitINIrk nGd Anthony T. Totifbo III, P.E. adned6ttinntaml Gtgaarn;Fsrdid!>U!:sra,d:Uaefste5tsusZysdaOe txla;Desi}m,hhudea:@titr,2eRtMe�h•dle'zit{nfeadif4L iuypaddbtl:;ladut5dix;eddt urtLaisiigizf r.saa;e,�NCmetrdhaa{sGGle Eer: em6t{d #60083 dt1uW{hu3aa eoltxdsAr dD axt: sdeaeedeP.Datht {rxtusatg Ndtes{RetaEtagGcgrss6Sde'ft acli^el(S(�4liskdK:Netl SSUen reFJetttDfr, p:ee{y ilnn, iti:k ursMntpn; 'A;rstelkFiesd&tiass7esrcry toss Desn frj +a at;nn uarAagner, ess 4451 St. Lude Blvd, Ztats.iakbedilt(tcta a;edryre,4,rtLyErN7mesgtd±ri it:tens DesF}1G�ts is ADl it tafxYy kstgs„a fnn Spdearttkardmded4q, li rtysh:udb�e:: aerdfud'attfl, Fort Pierce, FL 34940 GpydgbiQ2016A-liaallfassts-An0aay1.lambaIII, P,E itptadaataafihisdasnmeafeinanyfss,ispeabiRtd.ithaelthe wedienpermissinfiCMA-liaatkessts-kheayl,lomb4111,P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186358 XCAS6812DM2E FL10 Floor 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 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:47 2017 Page 1 ID:FJM?bXpxJBWbWBogQll IUfzJd1J-171adkihlZ?E6tBgDjcOBCKZn50Lhd Wti7mhMAzjFO2 2-6-0 2-2-15 2-0-0 , 1-10-7_ Oj1j8 Dead Load Dell. = 1/8 in 3x6 = 3x6 FP= 3x3 = 3x3 = 3x6 = 1 2 34 5 6 7 8 9 0 II 18 1 17 19 16 20 15 21 14 22 1312 23 11 24 3x4 = 3x6 = 3x6 FP= 3x6 = 3x6 = 7-7-7 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17 = 1016/Mechanical 10 = 1009/0-3-7 (min. 0-1-8) Max Grav 17 = 1016(LC 1) 10 = 1009(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-2397/0, 3-4=-2397/0, 4-5=-2397/0, 5-6=-2765/0, 6-7=-2423/0, 7-8=-2423/0 BOT CHORD 17-19=0/1466, 16-19=0/1466, 16-20=0/2765, 15-20=0/2765, 15-21=0/2765, 14-21=0/2765, 14-22=0/2765, 13-22=0/2765, 12-13=0/1 544, 12-23=0/1 544, 11-23=0/1544, 11-24=011544, 10-24=0/1544 WEBS 2-17=-1710/0, 2-16=0/1087, 4-16=-302/0, 5-16=-660/61, 8-10=-1775/0, 8-13=0/1020, 7-13=-284/0, 6-13=-671/34 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. CSI. DEFL. in (loc) I/deft Ud TC 0.60 Vert(LL) -0.3216-17 >632 480 BC 0.48 Vert(TL) -0.4316-17 >467 360 WB 0.52 Horz(TL) 0.05 10 n/a n/a Matrix-S 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 17-1-6 PLATES GRIP MT20 244/190 Weight: 92 lb FT = 0%F, 0%E . .. .... ..... M�axs{•flnsr�rar'A; teir>'i4f'Ad{nSLTSUSsarSEli`lyB,Faf[itW16tOXCtlidd5([M1ICN�•"d8!a'IA:tKC�iSt�!�'h,q.Teciyktgfim:f's!swdnticdr;,eCs:rtnC:4iLCrzahi(1CC�eilln:st}eni.:'trasPJ,rl.ttltcetc4 SkrtEcfin ne. ass: d'.�act;se shkisaSe iG6,odJ actor rpLssst:Eenorr6fio[n;,de:ft.+„�yttghM,..ykrq�=r.::feoonm6xfudarr trntrotzd�=Ltmr:n,�u �r�itararu�tin,tt:oancfrs6ary.14!ina.:uks�fnt�r ;l q�ra:,,�i,6ra Anthony T.TombollT'P.E. rJnrd6hir,tsMf,riddoju�arr,{tcsderdi5L0.eeynat�edsuCmitdLiedadeSdiaiPZ,btx,!�entdtlL0,3tR'ttftl-4sdla:6ai!ciLxdiH i. rugpnddlSeirsfui5distrS3e?rstL:uSsdnydugf,a!aemn�n,.>barE:rnf,wf,ta.r{ti #80083 ' '4Lr4�Ar"LitjlC tAttitbit3r ii9inf Stl Ni"d fil l:6ffitrfi(rRYUS Hd[�i'�if1$�ilL (�RiitRfA1PCIdE SZAtLi Ilrj'rt{Iii'✓�tr5%t415i:i Rl itrtltg3ati!JRMlohm, rrki t4!Idt1?t1n!jfl:lAiL43LLl �lAtS if. Taub"', 10r. p[Ff� WiA's it�d5i91H,Rleft 4451 St, Lucie Blvd, F:brwfnkvetS{tCrGfdred�eh�ritgrlS eGrgtinxrtP.N. iiti.ns6a7pte+esisX�€4stei'rlerin!yatt,xCnssSjsi:n ySueerda;S,%Liei, WrtiAa`nih:s;mnlfaedalrFi, Fort Pierce, FL 34946 Co si Yg 2616 A-1 Rant basses-Am6ns 1. Iamb 11S, P.F. ie todev;nn oilhis dommem. in oo ram is m6whd WACO] l6eratiee ermisuon from A -I toes hoists-Amhen Lloc6nlILP.E Pr 9= Y P Y- F P Y Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FL11 Floor 1 1 �Std A0186359 Job Reference (optional) Ai moor Trusses, Fort Pierce, FL 34946, design(apaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:48 2017 Page 1 ID:FJM?bXpxJBWbW8ogQIIIUfzJdIJ-mJJyg4jJ3s75k1 mOnR7FkQsjsVMXQ4p1 xnW EvczjF01 0-3-0 H 1 2-6-0 1.5x4 II 1 2 3x8 = 2-3-4 2-0-0 1-11-15 1.5x4 II 1.5x4 11 3x3 = 3x3 = 3x6 FP= 3 4 5 67 8 18 14 19 13 20 12 21 11 22 3x6 FP= 1.5x4 II 1.5x4 II 17-4-11 0x8 Dead Load Dell. = 1/8 in 1.5x4 II 1.50 = 9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.34 14-15 >610 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.46 14-15 >450 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 94 lb FT = O F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 6) Recommend 2x6 strongbacks, on edge, spaced at BOT CHORD 2x4 SP M 31(flat) 10-0-0 oc and fastened to each truss with 3-10d WEBS 2x4 SP No.3(flat) (0.131" X 3") nails. strongbacks to be attached to BRACING- TOP CHORD walls at their outer ends or restrained by other means. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 = 1011/0-3-8 (min. 0-1-8) 10 = 1018/0-3-7 (min. 0-1-8) Max Grav 15 = 1011(LC 1) 10 = 1018(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2445/0, 3-4=-2454/0, 4-5=-2814/0, 5-6=-2435/0, 6-7=-2435/0, 7-8=-2435/0 BOTCHORD 15-18=0/1537, 14-18=0/1537, 14-19=0/2814,13-19=012814, 13-20=0/2814, 12-20=0/2814, 12-21=0/2814, 11-21=0/2814, 11 -22=0/1 509, 10-22=0/1509 WEBS 2-15=-1761/0,2-14=0/1066,3-14=-308/0, 4-14=-660/70, 8-10=-1745/0, 8-11=0/1080, 6-11=-284/0, 5-11=-691/61 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Plate(s) at joint(s) 16, 16, 1, 17, 9, 7, 13, 4, 12, 5, 15, 2, 14, 3, 10, 8, 11 and 6 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 14 checked for a plus or minus 5 degree rotation about its center. 5) 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. gran;-fleas@mgklrre.rtxfe"IA ID�^„"ttLKSB;'sFLa,n[r3U 1(W.se(Osol@OeS CJStOY"IUi;I')i[eX06tFDas5fY1"fuo.rs:rt(tulppwz9rssestrerl xks re9us lrm re!f;a Prtr�(1[w;aM@e1:14rryL(rzta f',PE IAunrt ssw.Eetuera. CelceS l+rxiu sMelmlGe seD,uly illistaada;lda skllkesstir@eiDlluksd:l. Iseisns D•s:a6i®eu[it,SFmM1g Fssirere@: ssdnxgR,rgmuls®ecq�sdtlsrrde:siatlecry:s:'gsssr fiLhAr@elesye el�esls;feTm:egrl�n@:IDDulr,ntulRL rxieslpaxa xs, lrciut ruleius, uilekd�ry Anthony ' T. Tombo 111, P.E. nta:ellks?msWr sntd�x;is@e rtsrnmi:fitld@sOnr.,esC.xism@smste}edu@s lslr�gDaF¢e,a@erandsflir RG@rIS(allisonl kilfu;MfatRl-1.Rfy;artld6rrOD at ey fis4ims!@f iaa;irMrnrfaul�sluge,usLfatiaadkna; sldke @xrss;raitildrd s80083 Ih bAtorDesiper atbRrdrr.IllW-stMusk IDOWNiat-1p�aw"I@ebidq GcpessSAesrl�naetne{561Jrrl6:Fa11rRl nd Stues reins MI.1sdVita.. iFFl dnSrn@e resrnH�aTMesndkeesd@alass D:uger,irtss keiSrG�.eeernllnss 6.ueh3ner,edm q4$S St. Lute Blvd. r@nwts: iefretire(aseMsgadgnM Vdfa[Ir dlptl@s @nlssl Ike NIS Damn b;hem Is HIM oal}xr,aTan<.Mem 511-ofnr kdtiq. dlla;md@s!ms.s rn st ddintaRld. Fort Pierce, Lucie 34946 (o h's2016AdRomMusses-Amthon LTomboIll,P.T. Rtfoduoionolthisdorumerl,inon form, is lobibiledwhhousthemmen essoissimnfromA-1Rmotbosses-Ambnn T.Tumboill;P.t, PlTi9 • Y P Y P P Y Job Truss Truss Type Qty Ply Pac/6812 EL B A0186360 XCAS6812DM2E FL12 Floor 1 1 �Std Job Reference (optional) AI rcoor ! msses, ron rierce, rL O4u4D, oeslgnLa-IRuss.com mun: muzu s Aug Jl LUID rnnC D.ULU 5 HUg a I GU ID IVII I eK InuusLrles, inc. mon reu zu IO:uo:4y zu I c rage I I D:FJM?bXpxJB WbW8ogQlllUfzJdIJ-EWtL1 QkxgAFyMALDL8eUGdPt7veT9W VAARFnR2zjF00 2-6-0 i 2-10 21� 2-18 2-3-0 OHO Dead Load Defl. ='1/8 in 1.5x4 11 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x6 FP= 1.5x4 11 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 3x4 = 1.5x4 II 3x6 FP=1.5x4 II 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) "Except' 132: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1817/0-3-8 (min. 0-1-8) 21 = 903/Mechanical 12 =-84/0-3-8 (min. 0-1-8) Max Uplift 12 =-271(LC 3) Max Grav 14 = 1817(LC 1) 21 = 906(LC 3) 12 = 174(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2059/0, 3-4=-2059/0, 4-5=-2159/0, 5-6=-1524/0, 6-7=-1524/0, 7-8=-1524/0, 8-9=0/1346, 9-10=0/1346 BOT CHORD 21-23=0/1323, 20-23=011323, 20-24=0/1323, 19-24=0/1323, 18-19=0/2159, 17-18=0/2159, 17-25=0/2159, 16-25=0/2159, 16-26=0/2159, 15-26=0/2159, 15-27=-69/459, 14-27=-69/459, 14-28=-564/69, 13-28=-564/69, 13-29=-564/69, 12-29=-564/69 WEBS 9-14=-264/0, 2-21=-1534/0, 2-19=0/854, 3-19=-314/0, 8-14=-1876/0, 8-15=011291, 6-15=-265/0, 5-15=-795/0, 10-12=-69/650, 4-19=-316/126, 10-14=-106910 - 17-0-4 CSI. DEFL. in (loc) I/deft Ud TC 0.74 Vert(LL) -0.2414-15 >847 480 BC 0.76 Vert(TL) -0.3114-15 >651 360 WB 0.61 Horz(TL) 0.04 14 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 Ib uplift at joint 12. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 22-4-0 PLATES GRIP MT20 244/190 Weight: 122 Ib FT = 0%F, 0%E t6mg•fW;v.xv J,r;tekx8v'a•I11Y11MS3rSWErC WAITINS A(40ic5lim,10r{rrtf inen,ailid ...MT'.ntw3t:.*1iIM.1fs:sl;tnl.':emAlH,r£ielnnu5WI&. VW P;@s r..ux;@0;A.*t714,a7 uitt,u rrn, tersdnat(eEmk ts:rrnn:,Esmiti@snrLaaeux�,trnmTpPmnt @c �,xn,rox:m pt,"gnpr:arbr<iusac t;I,ltmi,pm{aGrt'.oah,n�tnl.:,rwy,n,am=.corn+ utu� Anthony T.Tombolli,P.E. mdr,ea'�s rntthr@rr;JialuartegauiccrslSaO�sv.@t4seefsce'auogWndsggrsyxr, iaMteAx'ik:if,tt Madwlydierer;N!mbiHi. TuNFrv'SN1,g@t nr StlErtd9tLnLjvp m,egl,a!h[awa3h,umr ffcGhhe,'Ipx.!di!7rz 360083 'di rAAtj:efy S;181(@bihf,ag#1(St16F74t11 i�71Mh!pk'�iri@{[z:!3en {uteldiy Gx}a1r.:.Sd,T(4aaNicv¢tS�retiistal yr tPinfR;D undveac,+dMrev:el,al,re.irft7rtrees3tugea a.pinvl iaftsfkefncs Deieyrr: iron Qiix6ps�,r@L inns 4radstrae,lsltss 4451$t• Lucie Blvd. atn.1,rrtruNir�(npo�s}nlqal+rraarNtrpmnhntr4;ttl:rs,u:sy,6rar:i,aa:3x Hcebr iayn.xT+,lf(av�4Sierx ci@j iePear. i; uPNiud;e�t,mctdm(r�i. Fort Pierce, FL 34946 Lopy6ghr02016A-1loarimetts-Anthaey1.TombIII,Pi Pepmduuiaoollhisdammeot,isonyro,m,ispmted"A6aorr6exrirenperminioo6omA-1Pooilmues•Aolhesyl.Toc6ol0,P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL13 Floor 1 1 A0186361 Job Reference (optional) 2-6-0 4x6 = 1 2 1 a w Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 METek Industries, Inc. Mon Feb 20 13:05:49 2017 Page 1 I D:oru4FaloNFsQPAOQ8TIquFzV4Xj-EW[L1 QkxgAFyMALDLBeUGdPg9vfQ9TXAARFnR2zjFOO 2-0-4� 2-0-0 , 2-0-12 OHO Dead Load Defl. = 1/4 in 3x6 = 3x6 = 3x6 FP= 48 = 3x6 = 4 5 6 78 9 _ 10 11 - o 2110 I 20 22 19 23 18 17 24 16 25 15 26 14 27 13 28 12 3x6 = 4x6 = 3x8 MT20HS FP-- 3x4 = 4x6 = 3x8 = 3x4 = 11-0-4 12-1-12 7-9-0 9-10-12 10r0-4 12-0-4 , 14-4-0 224-0 7-9-0 2-1-12 04-8 1-0-0 2-2-4 8-0-0 ' e_n_n n_ert 3 M 1 1 1 lo 1 %\` 1 ��� I I: .-I � .u. \\1�I Plate Offsets (X,Y)- f1:Edge,0-0-121, [12:0-3-8,Edgel, [13:0-1-8,Edge], [15:0-1-8,Edgel, [16:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.36 12-13 >741 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.60 15-16 >444 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 120 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 1325/Mechanical 12 = 1311/0-3-8 (min. 0-1-8) Max Grav 20 = 1325(LC 1) 12 = 1311(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/0, 3-4=-3426/0, 4-5=-4716/0, 5-6=-4716/0, 6-7=-4716/0, 7-8=-4716/0, 8-9=-3482/0, 9-10=-3482/0 BOT CHORD 20-22=0/1977, 19-22=0/1977, 19-23=0/4349, 18-23=0/4349, 17-18=0/4349, 17-24=0/4349, 16-24=0/4349, 16-25=0/4716, 15-25=0/4716, 15-26=0/4384, 14-26=0/4384, 14-27=0/4384, 13-27=0/4384, 13-28=0/2058, 12-28=0/2058 WEBS 5-16=-280/5, 6-15=-270/10, 2-20=-2308/0, 2-19=0/1690, 3-19=-278/0, 4-19=-1070/0, 4-16=-57/828, 10-12=-2362/0, 10-13=0/1663, 9-13=-277/0, 8-13=-1045/0, 8-15=-88/796 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard nr•n<wate ptnNede'btt."arn6SS:'>fsEu ranuulTeE6Nsm asEb3(�a�ATa�NW^soot nts.lardtdt*t new'miI'd ;nDa;ua6odrr=mpitecnl saris.henem.rLuaae«sEn;hhmfs..sv„a&olar min ATO, all Niiebeanrlx pN'+s:h bewdhrrcl4tnie nisi. Aselron6asysEeluea5 y4Eec'slgEi�aesr,3z:u!"MTDDnem"llumLenttrmInhofslpiffi, rains e>lmetwY:eT6Dnh,sslh 1111. a;a w;a.p c:l puYtrcs,s leli:t! _ Anthony T. Tot;ibo III, P.E. =an:dei:rnnNmsaoywarrwa €u:o.w.a,c.:ercwsa tardnmr.l.yuya,w.r r uu,darn/aradW6gaLxdRrLrwyHeddWintdaalWsaOretta:cwT;y�dymrn wemw�bagsbdt,rx «.rt:h� it80083 ' &t In Np:as"ea._nlfadwtaa. n6nnndstmRa n6esthsyrat¢s¢Lgul, aes srRa taitagL-pa'r«ds+t3h`rsdistlTEliFs4liskdly irfetdRJ al lelateatirnrar„d ilu;ti'r4Elr'undv wyns�k.AitsntfeesflllTasS Daiym(ratt[tiP tapsat wt'rtnll.�:,ix]na.Ness 4451 St, Luci@ Blvd. ahialw pNadsl dea7aaapwl RalUxl dlydtpaaasatl.e{. TnTnssDanp6 e�is NDl�t�,e ap adsax aT-ass:nteargiwwdaxyhituy, lgrcpih!inLn�asawlfredmlPtl. Fort Plerce, FL 34946 topyrigbi 02D16 A-ItoolLesses-AnlEneyl.lam6oIII, P.E. bpmdudion dibis damment. in any ram,is Pmbbadwhou06e wemen Permission hem A-1 looilmsses-Ambesyl. testa III:P.L Job Truss Truss Type Qty Ply Pac/6812 EL B A0186362 XCAS6812DM2E FL13A Floor 1 1 �Std Job Reference (optional) Al Koor ! russes, r-on rterM t•L agago, oes!g�ng_)ag-!rruss.cum 2�0i E— 1 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:51 2017 Page 1 ID:oru4FaloN FSQPAOQBTIquFzV4Xj-Au_5S6ICMnVgbUVbSZhyL2UAsiI4dQJTdlkuWxzjFO_ 11 �-4 1 2-0-0 � 1F 11-4 0A0 Dead Load DeB. = 3/16 in 3x6 FP-- 3x6 = 3x3 = 4x4 = 3x6 = 3x6 = 1 2 3 4 Tj 5 6 7 8 9 10 - =0 22 24 21 25 202619 2718 17 28 16 29 15 30 14 3x3 = 3x4 = 3x6 FP= 4x4 = 3x3 = 3x6 = 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except' Ti: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 132: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 19 = 1325/0-3-8 (min. 0-1-8) 22 = 355/Mechanical 12 = 956/0-3-8 (min. 0-1-8) Max Grav 19 = 1325(LC 1) 22 = 420(LC 8) 12 = 960(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/235, 3-4=-385/235, 4-5=-241/302, 5-6=-2178/0, 6-7=-2178/0, 7-8=-2178/0, 8-9=-2291/0, 9-10=-2291/0 BOT CHORD 22-24=-9/502, 21-24=-9/502, 21-25=-9/502, 20-25=-9/502, 20-26=-276/260, 19-26=-276/260, 19-27=0/1430, 18-27=0/1430, 17-18=0/1 430, 17-28=0/2178, 16-28=0/2178, 1 6-29= 0/2650, 15-29=0/2650, 15-30=0/2650, 14-30=0/2650, 14-31 =011 498, 13731 =0/1 498, 13-32=0/1498, 12-32=0/1498 WEBS 6-17=-569/0, 4-19=-609/0, 2-22=-582/11, 2-20=442/22, 5-19=-1610/0, 5-17=011113, 10-1 2=-1 706/0, 10-14=0/920, 9-14=-258/0, 8-14=-417/0, 8-15=01302, 8-16=-641/0, 4-20=0/391 10-0-4 CSI. DEFL. in (loc) I/deft Ud TC 0.91 Vert(LL) -0.2915-16 >664 480 BC 0.81 Vert(TL) -0.5015-16 >385 360 WB 0.53 Horz(TL) 0.05 12 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 31 13 32 3x6 = 11 0 I6 W236 �o 1 0 12 3x8 = PLATES GRIP MT20 244/190 Weight: 125 lb FT = O F, 0%E . .. 6vrq •flose�rspJg mtrade'Al IGa I(OSi i� SEllSC.:tasaat itLY,S StOX!;Ea1S:E7iCN(t4?n'gSi�3k;ECWiAChia In+pkfn gnrse'sescltvE<ed,.p pyr?saa Ceilp Crnup(1CP sdh!S2!hrrl.!sax N,r:.WreueSieulefue ns �:s: �i+vre dilate it-0,Mr 4iuE:to.tfxp#ss s:r•, ErnatswlDPniussi. t;vb:sEa:Frieea(t,Sgeahg a�aesPgSs srdss tarlaPiEmessY uury!u:eeQegek,; mslen!eg rrpu:i'u'sra hetedPdsx stg!sLnsi:pidds Re!}Pa1r.eMu 7tt 1. iEe lssigsmp!an;,!atag sert€sn,s is7ra; Anthony T. Tombo III, P.E. xa.sea?u!: rnnsuu.E faga^_srrpe:su!urda:a.su,asc.�rsa ,rtgauuas E.itwrau!�w,!rrxr;n:a.u,asa;c;asfr�exwar,vl:alTfE!.IaertzwddlEvl.Qui ar SeNrt dit;ir4.uaEugrnl'mGsbwggxthrcou adhpYg ruGEehresga.hCata - `60083 ' taY:lh¢e:tg7trtadlta!rcts aa9iit fdasa!ElRatd6Sgruisss p>'A9aesdtmFs!tsegGga,7sdSdfg Ez'tztiseltSgpsEGs5zlEjffiag L":E ttt rdneeudfwgrscaITAhm. Wfilhnts «SryvawSrssvad#indiv rass 0as se, irsss 03uga [r/aerat€na!+ur.AaRnn,nlns = 44515t. LUde Blvd. :ana!n9!neEEgercrnalrgsthx:ungErt!:puass:+rd.et.;tst:sssaurg,riyaeui:Ra feskesbECnrnx,uTresslptew6givendeyEe'rfng.la¢gas;aesnre:mutdadgRN. Fart Pierce, FL 34946 Copyrigbl 02016 A-1%oofisasses-Ambooyl. limbo III, P.E (itpmduUaa ogthis dammenr, in toy ran, is probibittd.4boo!16 w6rrto ptrmissionfiemA-1 Aeoiirtsses-At(benyl.lomhtll!, P.E. P'Arrpp- 1 I, Job uss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E 14 FFL Floor 1 1 A13186363 Job Reference (optional) i RoofTrusses, russes, Fort Pierce, FL 34946, oesign(m_altruss.com stun: 8.UZU s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:51 2017 Page 1 ID: FJM?bXpxJB WbW8ogQll I UfzJd IJ-Au_5S6ICMnVgbUVbSZhyL2UKliPcdXoTdlku WxzjFO_ 1 9 0 L 2-0-0 . I I-" 1-5-7 1.5x4 II 3x3 = 1 2 1.5x4 11 3x3 = 3 3x3 = 4 5 Ny )3 / I i j L................... 11 9 12 8 13 7 1.5x4 II 1 Ssrd II 14 6 4 s... 3x3 = 3-0-0 3x6 = 6-1-8 7-6-7 0 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014ffP12007 Matrix-S Weight: 43 lb FT = O%F, Q%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS. (lb/size) 7 = 565/0-3-8 (min. 0-1-8) 10 = 324/Mechanical Max Grav 7 = 565(LC 1) 10 = 341(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/13 BOT CHORD 10-11=-13/299, 9-11=-13/299, 9-12=-13/299, 8-12=-13/299, 8-13=-131299, 7-13=-13/299 WEBS 2-10=-387/17, 3-7=-451/0, 5-7=-334/3 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard . zt Anthony T. Tonlbo III, P.E. 380083 ?e rsfur5nyrulfnUa9c!7ssa stlsnNtls lDD¢tovy!aysssetgpd:ueslthtyn4mr Ucpaemsdsj kHz6ist¢SS¢{ethsixhlPlndSt:lmrerpeptdkrgPteelrid��, 1M1t Mines Asse:pw:s'.tt!snll:lustSernsshsi�!r, Init g3f@itrDFtl G�TR:SYSmiil4lG,Nlfsf QQSt St Lucie Blvd. ' pain &smed3 a reahr7 aged t{tt Nriakgly aDraaesknLeL ;Nlras Dnirhjiwi! 431 If W" Deslgsp,p Inss:pkakyiner deyk;iq, tD mormiU msen n da d k 191. rapyrighl ift e016 A-1 Rodidassts-Anthenyl.lomho III, P.L feprodudion otthis datomenr, in any retm,is prahibittd,41hoai the nriRen pumissionhomA-1 botlrauts-Anlhenyl. 10m6o III, P.6 Fart Plerce, FL 34946 Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186364 XCAS6812DM2E FL15 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:52 2017 Page 1 ID:FJM?bXpxJBW bWBogQlllUfzJdIJ-e4YTgSmg75dXDe4oOGCBuG 1 V66lvM_DcsPUR1 NzjFNz 1-9-0 2-0-0 1-8-8 00f 1.5x4 11 3x3 = 1.5x4 11 3x3 = 1 2 3 3x3 = 4 5 iv 131 11 9 12 8 13 7 1 5vd II 1 Svd II 4 6 1 Sv 3x3 = 3x6 = Plate Offsets (X,Y)— [1:Edge,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.04 9-10 >999 480 MT20 2441190 TCDL 15.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 40lb FT=O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 451/0-3-8 (min. 0-1-8) 10 = 344/Mechanical Max Grav 7 = 451(LC 1) 10 = 348(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-311/0 BOTCHORD 10-11=0/311, 9-11=0/311, 9-12=0/311, 8-12=0/311, 8-13=0/311, 7-13=0/311 WEBS 2-10=-403/0, 3-7=-409/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard .. i(sty.,sl•tiessn��t:ekatu'41995rIFDSSifStttr3'l.CiRrJ4iEWS6(DRttk�FSIEkIF!!:('LLUi1�7t9Ni!DWI�E"hra. Fsrip kYg rz�!!!sair[terf!!sz�s irtnD>pp Cr�sai(tCP al;e:nSenl.!erSaftl,L.Uh!!sufieaiEehn rsn C>iss �:rnse s>rdesSa rL9,a11 itet:rrae:Mp'ats sk:hndhihe lDDk§!nGl.l:nfrss;n:gste(ne"t.n,Syac[Iry rgtee!pSr scEna:716Pnpr<sc�at ensuplm:ealaeyrhs'aadat;inrade!¢speev i4pra t'xtsstp$dGeslaihl!Fsr iepnlrlm!ka rSDadp, xtn ltlA.:trakupo assyspfi�!,ka'axln rar 4sataerry Anthony T. Tombo 111, P.E. adne�hntn:sFxurSuF;s!rtasaedlath DauyBeutsmvds�.strrAe3sIDmlPa.brurwmslk:t;aetrufn lud ls,n?rl ifFl r>.gpxddlSet`Do-1 rar5eli,a rlTe!.sLnieliel Ls9ir�,!n"g,s<.hlusdhtcsSaGkYxr.!pae W7rd #60083 ' Sala:tu'&upacn!(nbu#cE,Iu;ntspWp@r17Det6rrsrxus�razlreestDetaleg(e¢puzCSarsyhircrosn[S(S�L+t!is1!eL7VlulSSUveref!nec3taz'eanl rlmxi!YE#€vesdsnsransilRrscd!!iestfEtfmssDtu�!r,rns!De.nraaeraarms,taa�raa!e.�tr!s 4431St. Lucile Blvd. rPemink!nad5te(wdgxlgnhnsrl+artaarsrd,rLetns Drs;,tecxnl�l a:ke/ulsrPweL ss;artaz tyarxdgr6s(tiq, to �a>'aelac:mut:alaU€t. Fort Pierce, FL 34946 Lopyrig4F�i01fiA-1LaarLasses-Ambeayl.lam6alL',P,E bprodadienai@isda( meat, in any few, ispm6ibited"A6aal[be nrlaapermissionlsaalA-16aoiirasses-Art6a.^.yhiam6aI11,P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL16 Floor 1 1 A0186365 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 Feb 20 13:05:52 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-e4YTgSmg75dXDe4o0GCBuG1 WE61xM_AcsPUR1 NzjFNz 1-9-0 2-0-0 1-9-8 q_ 4 1.5x4 II 3x3 = 1 2 1.5x4 11 3x3 = 3 3x3 = 4 5 I l 11 9 12 8 13 1 Svd II l rvA II 46 n Sv. W 3x3 = 3-0-0 4-0-0 5-10-4 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.04 9-10 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-S Weight: 39 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 432/0-3-8 (min. 0-1-8) 10 = 351/Mechanical Max Grav 7 = 432(LC 1) 10 = 354(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/0 BOT CHORD 10-11=0/322, 9-11=0/322, 9-12=0/322, 8-12=0/322, 8-13=0/322, 7-13=0/322 WEBS 2-10=-417/0. 3-7=-403/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ' � � r•flml�Snd;le!N�9!'41I�r1fOSkTjYElflS'y FFilt!!Er4:�r6rF'r�7E:rttl'7i�i��'�i'�ra�rrt!�x:�rttln, ESijrdSG'(Ep6!WA�SPSlPNISiISp Pll iR11 Q?iljl:TJ+tQi(IC[I prlil itlElC,�T.iiL}30I�,r�.rttC.t6fl iElNENtR NR 61lSt Id'd!A!M Q#dp.2 irk, pJr w:`d J•: b;ts>�k»Nta 6l ID@M1NnrdfleGlalh+M1?iten{tR,geeetryil;iemb9e:elecgTGprfprewapsilpip:eaalxekusldlrptprkpre;pwawt9i6TIa 6+irJpd6e uepATltns hlldedw6tfiDalr,pki 7r4L i'vdtrpspspria;, Isx:q atrN, s=hiinr Anthony T. Tolnbo It:, P.E. adnet!iM1trn tlnprtsi[tapu!xrN(eNiielya6l Banl,tkGuefsuT"aitrtglNNRers`daples ,iara!! MllfkM1t,M L'iciu:ladN3ivyufi dlNi.lalgprudai tlll l�p(3etla;eJ k!':Icu,:lisisap5 rc.sk+pyi!1eismisdhaa{sivCeahletjtxGEi7(d 800$3 ' ,ReiiLCgCtttjSC 6iiiiait!l. t�stt Sdptsbtl:aal M1SpRSil9�r t2alSllitLiaJ�(l a4w^Si!St hSTEYii4(SISP Iit1�Yr'Hp95kf aeretNlx.�dGlrpcllEeillen,R6?Htaes#ingn:::lltdMps'MLlsPtti fr, rpn 6?:p DPW ou ins kclsrtrtys3et! 4451 St. Luete Blvd. itslefaAb+N4raGGMlyeNgp4slaigEreppuHnM1uiR6 TN1ass3ttLP& swu6811,t kkiUpastg ,w[rosSsnlaF'ryilrndlr.Y rditp S: ¢gft!'initez:mplluaNalfl 1, Fort Pierce, FL 34946 CapytigN05616A-Ipantbasses-AmDaert.lam6oIII, Pi. A=.PmdushonoflbisdammenLinany Tom isInobbited.Aoatthe vrirenpermissian6omA-1Roof tmsses-ADIWIT.TeuboIII, P.E Job Truss Truss Type City Ply Std Pac/6812 EL B ' A0186366 XCAS6812DM2E FL17 Floor 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 Feb 20 13:05:53 2017 Page 1 ID:FJM?bXpxJBWbW8ogQIIIUfzJdIJ-6H6rtonSuPlOgof a_jQRTafgW545RJm43D_ZgzjFNy , 1-9-0 , 2-0-0 1.5x4 II 30 = 3 3x3 = 1-8-8 1-5-2 1.5x4 II 3x3 = I V1 11 9 12 8 13 7N 1Cv II 14vd II 14 6 1Sv 3x3 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 TCDL 15.0 Lumber DOL 1.00 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.11 BCDL 5.0 Code FBC20141TPI2007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS. (lb/size) 7 = 561/0-3-8 (min. 0-1-8) 10 = 325/Mechanical Max Grav 7 = 561(LC 1) 10 = 342(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-299/11 BOTCHORD 10-11 =-1 1/299, 9-11 =-1 1/299, 9-12=-11/299, 8-12=-11/299, 8-13=-11/299,7-13=-11/299 WEBS 2-10=-388/14, 3-7=-449/0, 5-7=-331/5 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 3x6 = DEFL. in (loc) I/deft Ud Vert(LL) -0.05 9-10 >999 480 Vert(TL) -0.05 9-10 >999 360 Horz(TL) 0.00 7 n/a n/a 4 11 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 0%F, 0%E ������ �� tislst •flxtss� mhxde'tdtCi RUi'rinElta'h#71(iEWS6N�ITCNSlCS1CNrb7!a l:SRCkiECtSt�l'mn, int ll4 ^weaned let(rsks txfrtiuss CtuitCmtitiiiC[;ttlst ifiwA!1. itat>CLr:.Uh!entSt<tElehrc xst. t6`ts: �mxise fY.ed#dtiCC,ah 3 fix( k- '! t 'tai•�" w?tt(i is knaircs teen nu uxt n)ry e; s:a 5ie t 5"t;a #Cne riCprmux #xu�atdmpaos�ae nhi )a cruet rdt saipttnsi�i�taaatag#i.#(<tir�.:,rasrytnus) wry nk atti(a AnthonyT. Tombo 1I1, P.E. zd.,OUT- ht,nW.1uanfi#dt[t,4dxCx#cthc.,iss�ait�xiAetuhak.Faiis�,#W �•Ax de KIN 9KW tWcl weijt@zw'7E€rugimddktLgtN#i5efl sd3t5r,4��11�iAk#�t,a!teCranzdWeXai sw-hfkawu r.11d #80083 ' :te l.1&1.5SijEC#!(StSlm )dzvs sdolnoeMOM pa2ostn(g1fi-tAtS'lydaiWid�rtR�1�5d£'j EA NZSn#)(Sr)jtiEiSti�ll MCI Stu Rtle ... d1ni-1 I(n�, rat Eif`11t5ltiegfffd:JfRSfAid'latS T�dl TlifSglN',i4t,ilift gtkWi lGf'Bttr R(?niS lEffbIdCOY.ESI#5 4451 St. Lucie Blvd. a:4tlxfu%3uAryx(a:tC>gttlgetpn:tiglic&itr�esinhd ihLtss Jtss�h)u is NC�As Afebginlys?',d rnSSlntinE6¢6ttttiRt tnkisj, l: #iAi'INh:t'Sin ti(S�.n/RItE'E. Fort Pierce, FL 34946 (tpyrigIIl rsJ 1bIAA-1 Roof Lasses-Amhtry l.lembo llt, P.F, fepmduaioa attbis dommmi, in any tars, is pfabibittd Qb al Ifie wrintn permission hom A -I i0a1111ssts-AmboayLlombol6, P,E, Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL18 Floor 1 1 A0186367 Job Reference (optional) 2-6-0 4x6 = 1 2 ca 4. Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:54 2017 Page 1 I D: FJM?bXpxJ B W b W8og Qlll UfzJdIJ-aTg E58o4fitFSyDA7hEfzh 61YwMfgjdvJjzX5Gzj FNx 22 4 8 2-0-0� ��0 8 OHO Dead Load Defl. = 1/4 in 3x6 = 3x6 = 3x6 FP= 4x8 = 3x6 = 4 5 6 7 8 9 _ 10 11 — o 2116 0 �y 20 22 19 23 18 17 24 16 25 15 26 14 27 13 28 12 3x6 4x6 = 3x8 MT20HS FP-- 3x4 = 3x4 = 4x6 = 3x8 = 7-9-0 10-3-0 12 6-0 14 6-0 22-6-0 7-9-n 9-8-n 9-3-n 2n11 R-n-n 3 Mo /wmolwirsAllI�MUM,. `11C1 Plate Offsets (X,Y)— [1:Edge,0-0-121, [12:0-3-8,Edgel, fl 3:0-1-8, Edge], [15:0-1-8,Edge], [16:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.36 12-13 >749 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.58 16 >458 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/fP12007 Matrix-S Weight: 120 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 1335/Mechanical 12 = 1321/0-3-8 (min. 0-1-8) Max Grav 20 = 1335(LC 1) 12 = 1321(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3457/0, 3-4=-3457/0, 4-5=-4790/0, 5-6=-4790/0, 6-7=-4790/0, 7-8=-4790/0, 8-9=-3519/0, 9-10=-3519/0 BOTCHORD 20-22=0/1994, 19-22=0/1994, 19-23=0/4410, 18-23=014410, 17-18=0/4410, 17-24=0/4410, 16-24=0/4410, 16-25=0/4790, 15-25=014790, 15-26=014425, 14-26=0/4425, 14-27=0/4425, 13-27=0/4425, 13-28=0/2075, 12-28=0/2075 WEBS 5-16=-276/14, 6-15=-303/13, 2-20=-2327/0, 2-19=0/1708, 3-19=-272/0, 4-19=-1105/0, 4-16=-60/832, 10-1 2=-2382/0, 10-13=0/1 684, 9-13=-282/0, 8-13=-1052/0, 8-15=-63/839 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard .. ...... lfa- Hestemsrst re!iez d,'AI4DJitt0S> fllR"R80tf T'3k:8NR:iFIDYs tE11CJArtD! ltdt76T?DGvt#f'hra ler kv + �- ',� iS g � tg gga:e:e'srse#ntte�•ntsimsE:l7ecr.iyjlD[i oailie sErr¢n, l.lea»0:r£Islnem SdrdEetert est. 0dn: r5raxise sieHnte iGD,n11 WSd.aaartxg`ESfkgentttn ktlD4tt§ss>"�ilstT+ts;enp&giatn`ySPctDg apceN.}Se nXnm}TCDnxmx:nrup!cxsnbryr's:Ad!epsnAry;nTns:+"iYktutNgstfrn siegitLnsirgsaremBa tSDsrt?.nfer lflt.Tiaktip nsezgom!,bY.eg's6 as, ss7d'u3; Anthony T. Tombo IF., P.E. sdmd�sinsslnm,,6rltoTnsisregnsili+gdtgxOatL�C uiseeusigederCe_Fsiaesign,ietxssert><tle7f,dt�aidslrrtl gr'Gr;;:t rdlti 1. TusgFartldlSrt;Baln!5e�sadhtlntL�+'seiegi�iq, shttg!,x<aenazJhaag shEh. Srn(pK::�gd #80083 ' 3elA4ar_eJgr erltse#se#r. SDsvnssdea®QeP.Dssttvgr>U'es mege ls3sas it(a ts;dnjbr w;`fdil' emaetttStlpsttisl7.!1¢ISY.tmrererm.�ltngncd,�itna.ffl-03enes#e rt�n.nrGn eet Mns'CtL.ssDesy ne rrosn D!@ga tag*xsrot?insSiadadmx,Wess 4451 St. Lucie Blvd. Fort Pierce, FL 34946 tivnisedPoedFgrfe xEngrnlgsehr;rnggE!e#gat#esisulreL Sehess0esysFeynre#Df4t hrtug Dnigse atoss SYslee Er€teeedaglsr2fei, lD ¢gDcneBn tnet tetatlrFl, ropyrigbi02016A-1lodlissses-Ant6ctyLlombo111,F,F.Reptodudianofs6isdarument.inany him isproblited*A6ae1tonriotopermissionlmmA-lfoothouts•Aalbeayl.lombo111'EE Job Truss Truss Type QtY Ply Std Pac/6812 EL B A0186368 XCAS6812DM2E FL18A Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com p 2-6-0 t: 3x6 = 3x3 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:54 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlllUfzJdIJ-aTgE58o4fitFSyDA7hEfzh6kFwLQgmmvJjzX5GzjFNx 22-0-0 1I� OHO Dead Load Defl. = 1/8 in 3x6 = 3x6 = 3x6 FP= 3x4 = 3x6 = 5 6 7 8 9 10 11 12 0 2316 0 3x3 = 3x4 = 3x6 FP= 4x4 = 3x3 = 3x6 = 3x8 = 3x6 = 5-11-12 13-3-8 14-6-0 , 22-6-0 5-11-12 7-3-12 1-2-8 8-0-0 Plate Offsets (X,Y)— [1:Edge,0-0-121,[13:0-3-8,Edgel,[17:0-1-8,Edge],[19:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.35 13-14 >554 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.49 13-14 >399 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.04 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 124 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* Ti: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except` 132: 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 19 = 1516/0-3-8 (min. 0-1-8) 22 = 222/Mechanical 13 = 918/0-3-8 (min. 0-1-8) Max Uplift 22 = -33(LC 14) Max Grav 19 = 1516(LC 1) 22 = 335(LC 8) 13 = 922(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-95/480, 3-4=-95/480, 4-5=0/681, 5-6=-2097/0, 6-7=-2097/0, 7-8=-2097/0, 8-9=-2097/0, 9-10=-2155/0, 10-11=-2155/0 BOTCHORD 22-24=-124/358,21-24=-124/358, 21-25=-124/358, 20-25=-124/358, 20-26=-653/0, 19-26=-653/0, 18-1 9=0/1 004, 17-18=0/1004, 17-27=0/2097, 16-27=0/2097, 16-28=0/2421, 15-28=0/2421, 15-29=0/2421, 14-29=0/2421, 14-30=0/1380, 13-30=0/1380 WEBS 6-17=-471/0, 4-19=-664/0, 2-22=-416/144, 2-20=-641/0, 5-19=-1690/0, 5-17=0/1285, 11-13=-1580/0,11-14=0/905, 10-14=-270/0, 9-14=-330/105, 9-16=-613/0, 4-20=0/477, 9-15=-33/315 WEBS 6-17=-471/0, 4-19=-664/0, 2-22=-416/144, 2-20=-641/0, 5-19=-1690/0,5-17=0/1285, 11-13=-1580/0,11-14=0/905, 10-14=-270/0, 9-14=-330/105, 9-16=-613/0, 4-20=0/477, 9-15=-33/315 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Its uplift at joint 22. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard "tlrrle.lfem'er»',Jr;erie�dx'bir'brlrfg'ia SEtlR'EFB'DtliEtYSff(Cs:r,�tS l€S1;1dP's7! srtr9�S5NJihi'hsv. irsi. kc :azens¢lredesk•wNa *nnr:d ssaic ElC[;eairte:e4ur/.:'ea»Ciliufnna Shedtefue tse. ins r..ashesked eaSti[O,ate uiietaa�nflaStoll Mfofi'10axnit:Er•.n :�r5nni.n r�nfep,: :srreeori�anxaaxC�a cen�,,d�eenr„rt,uguder+dPanrsadsirnsnµadxrxredr.rtunu.:uasgenu�::I»�lae�e urdi� AnthwyT.TomboIII ,P.E. sdeudN,Is(nnlern(rs7Saitl:rrrressdsd.xtlt5eev,bsCeeelssdaitdeyederhetF rhs1+,ie Mteilatk:lfrStR:W dsle;dte:turah su',Hl.lseeirre,ddCslD ei nr Sdi .edSe usstrcsej'+1nr. d+rye,x<.trlrtaeslhesedldedaasraali:7ra' .80083 '''e+ta'tu}:4sµrmdfanr[er.i;l¢srtssnegsBhN:0a15e rrx6as relrsl7atsesldtfwNdyte-yavCSsle;t hktstiai�(SSh{sdisk3t}r9exd SSGmsehiteadtar}�•eilaa,(i43 isden:Ee rcs}essix5rsindfoesdflernu gesig�n,iress PsCa ro-gsat atims MsmieAna,niass 445-1 St. Lurie Blvd. s3enin45seiSt o (es:e9agtessrtt A+ng4gE} ef:raf nase!!eL rlelens 7ssSg: &}`at5 isNS. i. RFtLreestSs,p inssS}denri5ixea dsnEeitia+. 7; ss}Asleiea, m es k4eel91Ft1. � Fort Pierce, FL 34946 CoprdgEt�'101dA-I[aorimsses-AnYsseyLlomhellt,P.F, ieproduuionoiihisdomment.incoy ha, isproMbircdQhomidemirenpesmissiosfrom A-liaailrusti-Anthearl.Tomb Ilk, P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL19 Floor 2 1 A0186369 Job Reference (optional) A t ROOT rsusses, ron rserce, T-L avavo, aeslgnLa s truss.com i 2-6-0� 46 = 1 2 oil 3 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:05:55 2017 Page 1 ID:FJM?bXpxJBWbWBogQlllUfzJdIJ-3fEcl UpiQO?645oMhPluWufwVJiuZAC3YNi5eizjFNw 2-4-8� 2-0-0 1�-02 OHO Dead Load Defl. = 1/4 in 3x6 FP= 3x6 = 3x6 = 4x6 = 3x6 = 4 5 6 7 8 9 10 r, o 20Ia 1 m 3x6 = 4x6 = 3x8 MT20HS FP= 3x4 = 3x4 = 4x6 = 3xB = 7-9-0 10-3-0 12-6-0 14-1-10 , 22-1-10 7_0s �_a_n o_v_n ,_'_an a n_n ] Plate Offsets (X,Y)— [1:Edge,0-0-12], [7:0-2-12,Edge], [11:0-3-8,Edge], [12:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.36 11-12 >739 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.57 15-17 >464 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.10 11 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-S Weight: 119 Ib FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19 = 1313/0-7-4 (min.0-1-8) 11 = 1299/0-3-8 (min. 0-1-8) Max Grav 19 = 1313(LC 1) 11 = 1299(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3384/0, 3A=-338410, 4-5=A630/0, 5-6=-4630/0, 6-7=-4630/0, 7-8=-3446/0, 8-9=-3446/0 BOTCHORD 19-21 =0/1 958,18-21=0/1958, 18-22=0/4304, 17-22=0/4304, 16-17=0/4304, 16-23=0/4304, 15-23=0/4304, 15-24=0/4630, 14-24=0/4630, 14-25=0/4308, 13-25=0/4308, 13-26=0/4308, 12-26=0/4308, 12-27=0/2037, 11-27=0/2037 WEBS 5-15=-263/19, 6-14=-325/15, 2-19=-2285/0, 2-18=0/1665, 3-18=-270/0, 4-18=-1067/0, 4-15=-87/771, 9-11=-2338/0, 9-12=0/1644, 8-12=-285/0, 7-12=-1000/0, 7-14=-77/821 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 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 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard VFL74141-3-itlrr:atvWTI IGGt tl�Er(11L':i'; i[f3At 1911f a (G4GIGGAS (GfIG4I �J72(NF7'StGSYEtP Iua MBthiip Fs-eaw!r sedrml ee!e! a his rre!s Ce!ipGrteu;(IP';m96e le6ar L talc l�, rF.l�nrt Siertldam m. lrlas a'hnl!e safes m� 6e IGG,:dr WA aoarj1d" stdlk.aduc N itAuk,fibI!.TmsGpFttn:n{i.e.,Spmt7EspwrI. Tit iMnMTV rgmuh-aftteduipw;sibAnthony T. Tombo III, P.E. W Heal hs irta W: agkitarrisdemryielajdta Grxr,d Greets mBwOal gesalie kafmr0;!:1sw,hae udedd(xltC@rlxuittrinliatlfu}Ntn/Rt1. Ile.p:add.GtIUO¢tutfi=ldeudG.iagrcEKurku7¢y Uegpush°etiaalfaatSd'le 9s re!t.,wrtid - 4 80083 ' R.bJreghsigaeul6aart.IGedessdadun:IGCnl3epaEiaesedp:deleesdtal trarkz{uslSderylduaeks(tlSijplG!k/kftlalS6nmidnaadurprJdpilan.lFFldefua@rrtgnvsati5anlkMtd9:Lo:.G:!ipe,hess�:�pb3aandlnsspzandan,alns 4451 St. Lucie Blvd. aHerxke iefimdlr.;xaMapeedepa;a mars trdlpNe!Inahel. Ik Gr;tkUu rcj wIi R9Ifie Wlfllq Unipxerlra!sstd=ktms:�ate7kanq. r�t2ptdmuxTs m.s dd�nsaml Fort Pierce, FL 34946 (eppigbt02016A-IIoalBosses-AndanyLTomho111,U Itpradmtiondthisdommtet,inany form, isprohibited whhamtheminenpermissiao from A4loofLasses-kiharyT.TomhoIII, P.F, Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186370 XCAS6812DM2E FL20 Floor g 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 Feb 20 13:05:56 2017 Page 1 ID:FJM?bXpxJB WbW8ogQlllUfzJdIJ-Xso_VppKBK7zhFNZF6G826COPj?ulczCn 1 SeA9zjFNv 2-6-0 24-8 „ 2-0-0 ft-6-1,1 0140 4x8 = 3x6 = 3x3 = 3x6 FP= 3x6 = 9 d F 6 7 8 9 Dead Load Defi. = 5/16 in 4x8 = 3x6 = 10 11 12 o 23Io 0 1 m 3x6 = 4x8 = 3x12 MT20HS FP-- 3x6 = 4x8 = 3x8 = 30 = i� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.42 17 >677 480 TCDL 15.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.73 17 >387 360 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2014(rP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* NOTES- T2: 2x4 SP No.2(flat) 1) Unbalanced floor live loads have been considered BOT CHORD 2x4 SP M 31 (flat) for this design. WEBS 2x4 SP No.3(flat) 2) All plates are MT20 plates unless otherwise BRACING- indicated. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc 3) All plates are 1.5x4 MT20 unless otherwise purlins, except end verticals. indicated. 4) Plate(s) at joint(s) 19 checked for a plus or minus 5 BOT CHORD degree rotation about its center. Rigid ceiling directly applied or 10-0-0 oc bracing. 5) Plate(s) atjoint(s) 1, 23, 23, 12, 8, 18, 5, 17, 6, 22, REACTIONS. (lb/size) 2, 21, 3, 4, 13, 11, 14, 10, 9, 16, 7, 20 and 15 checked 22 = 1413/Mechanical for a plus or minus 0 degree rotation about its center. 13 = 140010-3-8 (min. 0-1-8) 6) Refer to girder(s) for truss to truss connections. Max Grav 7) This truss has been designed for a moving 22 = 1413(LC 1) concentrated load of 200.01b live located at all mid 13 = 1400(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (lb) 8) Recommend 2x6 strongbacks, on edge, spaced at Max. Comp,/Max. Ten. -All forces 250 (lb) or less except 10-0-0 oc and fastened to each truss with 3-10d when shown. (0.131" X 3") nails. Strongbacks to be attached to TOP CHORD walls at their outer ends or restrained by other means. 2-3=-3720/0, 3-4=-3720/0, 4-5=-5356/0, 9) CAUTION, Do not erect truss backwards. 5-6=-5356/0, 6-7=-5356/0, 7-8=-5356/0, 8-9=-5356/0, 9-10=-3781/0, LOAD CASE(S) 10-11 =-3781 /0 Standard BOT CHORD 22-24=012124, 21-24=0/2124, 21-25=0/4792, 20-25=0/4792, 20-26=0/4792, 19-26=0/4792, 18-19=0/4792, 18-27=0/5356, 17-27=0/5356, 17-28=0/5358, 16-28=0/5358, 16-29=0/4842, 15-29=0/4842, 15-30=0/4842, 14-30=0/4842, 14-31 =0/2212, 13-31=012212 WEBS 5-18=-316/0, 6-17=-362/280, 2-22=-2479/0, 2-21=0/1862, 3-21=-277/0, 4-21=-1243/0, 4-18=0/997, 11-13=-2540/0, 11-14=0/1831, 10-14=-271/0, 9-14=-1231/0, 9-16=0/697, 7-16=-423/166, 6-16=-736/604 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = 0%F, 0%E . .. �'aaty5enr�rnrllredta 8v'lJtslr7iUSv'arSEU7eB.Xat(iL458Nk;dik715(t:le:9{€7!Ei'I:CSF9fi[u"N.s:%I'dra@rdldrs�p>•vs:huatretteds;u�siu:si±!Ipua.uiilC[n!!isirl3¢er[. StaOalfl,riinlrou SseNlderc ue. L3;ur5sie;u s�edatt it0,ult W'el:rur.IDt putt As-knsdfu 6e 162uir n�A.tl^+55a+lt'tleni.ySpishyiarn�,?t ntnuTTPPrsxnrt:astgiaa tNfdes.ud!gwenGyTfp:oSSsln ruiufpdrx snllsLns igidNsft156alyuln)flr, ikksgauusrncm;,bys�ur:�s, s�ht Anthony T. Tombo Iii, P.E. sduss `Ws [notau,.tltarucu;rnvYdrx� *ur.d!C*eche�'x+udgedutuS Cr35 ,uhtt:rtx'6Stf,2t6;ufm�td4'tmr:tts9ifld lYgptMdlEe1'>AWttlSeldrttl3t"gt J+at.rbrtle,�leCmnaL4aisg54nCk6tespu!iSi�l�' 80033 ' la rn`:uag.a;nc u!{ssps .)pml16.1mosu'Ja6h:lratus uigzil Ernes 0, tNWgGzpoor''SdslStu., rduMAZ panSta1en24451 St. Lude Blvd, uacekiuedsydrar,'a:Hgst6nrRrt},nlacsnha.lEei�caesapkyesss;al k,tvrgCa,r[ocsiy,ieu�rEuxduyla'sap. saupatad'nc:cngtrSeelalFw. Fort Pierce, FL 34946 UpyrlgliQ2016A-ItootImses-AnihaylAwhoIII, P.E. i!pmdu4ioneilM1isdarnmeoGinonyfar,ispm6i60ed+rt6oa116ewrilteepermissioeiromA-1I!ooicrosses-An@aoyl.lo�Solll,p.E, Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FL21 Floor 2 1 �Std A0186371 Job Reference (optional) ! moor trusses, Pori Pierce, FL 34946, oeslgn@aiiruss.com Run: 8.02u S Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:57 2017 Page 1 ID:FJM?bXpxJB WbWBogQlllUfzJdIJ-?2MMj9gyydFgJPylpgnNbJkF57MQ13LL?hBCibzjFNu 2-6- 21- 4-8 I- 2-0-0 �P-4 Dead Load Defl. = 5/16 in 4x8 = 3x6 = 3x3 = 3x6 FP= 3x6 = 4x8 = 1 2 3 T1 4 5 6 7 B 9 10, 11 12 Wi as i 22 23 21 24 20 25 19 18 26 172716 28 15 29 14 30 13 3x6 4x8 = 3x12 MT20HS FP-- 3x6 = 48 = 3x6 = 3x4 = 7-9-0 1 23-6-6 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.39 17 >717 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.69 17 >410 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 125 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 3) All plates are 1.5x4 MT20 unless otherwise BOT CHORD 2x4 SP M 31 (flat) indicated. WEBS 2x4 SP No.3(flat) BRACING- 4) Plate(s) at joint(s) 19 checked for a plus or minus 5 TOP CHORD degree rotation about its center. Structural wood sheathing directly applied or 6-0-0 oc 5) Plate(s) atjoint(s) 1, 13, 12, 8, 18, 5, 17, 6, 22, 2, purT except end verticals. 21, 3, 4, 11, 14, 10, 9, 16, 7, 20 and 15 checked for a ROT CHORD plus or minus 0 degree rotation about its center. Rigid ceiling directly applied or 10-0-0 oc bracing. 6) Refer to girder(s) for truss to truss connections. 7) This truss has been designed for a moving REACTIONS. (lb/size) concentrated load of 200.01b live located at all mid 13 = 1404/Mechanical panels and at all panel points along the Bottom Chord, 22 = 1404/Mechanical nonconcurrent with any other live loads. Max Grav 8) Recommend 2x6 strongbacks, on edge, spaced at 13 = 1404(LC 1) 10-0-0 oc and fastened to each truss with 3-10d 22 = 1404(LC 1) (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-3690/0, 3-4=-3690/0, 4-5=-5291/0, 5-6=-5291/0, 6-7=-5283/0, 7-8=-5283/0, 8-9=-5283/0, 9-10=-3688/0, 10-11=-3688/0 BOT CHORD 22-23=012109, 21-23=0/2109, 21-24=0/4748, 20-24=0/4748, 20-25=0/4748, 19-25=0/4748, 18-19=0/4748, 18-26=0/5291, 17-26=0/5291, 17-27=0/5293, 16-27=0/5293, 16-28=0/4757, 15-28=0/4757, 15-29=0/4757, 14-29=0/4757, 14-30=0/2109, 13-30=012109 WEBS 5-18=-310/0, 6-17=-362/291, 2-22=-2462/0, 2-21=0/1845, 3-21=-277/0, 4-21=-1227/0, 4-18=0/975, 11-13=-2462/0, 11-14=0/1842, 10-14=-272/0, 9-14=-1240/0, 9-16=0/707, 7-16=-420/180, 6-16=-761/596 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. rt�,�f�1+Hsl�m�ytm�rht�aais�nusu,rstuuTt✓.Aa,iaus:r,mMrais:isicariro�f;uls;;0lmn�ntm, tNdidtgt{alm::S�lHalenl�:tt�s;m5si:aramhrltcrcaral:,ar.rrf.it�iemr�uEaltNna,ilr:mlSl, rls:t�l,,,tzlanalnc,�5r iielnurtr.}:des SkakasdEahe lDOmie nAl. Wtiass:efitteiitNSyit.!{taa}rst e9t nnN¢rribQnescSnxH}tmtfiEexdlStullqultdtyRs(sts?.'im heAslpdGe sisr4Lrst i�laedmptnPrlQ.rKa IiH.?'ltNsgl nusyKaS,ftr:si:esf'slt,ss7ehra} AnthonyT. TOt;3b01I:, RE.mintrtm55 rni5 htMS#1Edj:it^JtKitFttl[Iti(NI:FtM.h:itYKf pApl}Jt;!iStttitEi F4}ani}fN,oriPt mtr5vvv,ak+xm+at�deRzt}tlalmanf{ rntgm,mamr,3mr u}'ietield tinn.atbih9 .migl, .sw�mtl�t�t g Oak,rlotrn5arrt� #• 80083 ' 2tp aiy a;ipHmlrnattft:Aut55HN79Mi''6siheftuilsesl{a�lsSmissrRekrkly Lcpxs'4day rt'wazAaelttSP,psitisN.l k71N�f 3S:1vllthawt)frrirss»!(gafum. T97H?m!5ll ntp:ntn`. tnt#tinfitbafan6tsi�tls ifdtt Qt4E61djE:JHt iiFiS 'LR�ed!iH.nllSS 4451 5t. Lucie Blvd. Stltlttklielf il(rli;d'1lPeNd!}NIt Mltjg}IYtb{atutSYtthPA n115nt 6tY}tiep%!H i5d�''.fl i4,slr{:fSt93N, S! 1'855:15hm &jhPlf at [E,Yxj, i9H}amrf,tee:1 area dfieef m116L Fort Pierce, F1 34946 topyriabi®r2016A-ltaatiet:sses-AntbetyLlomho111,P.E.-reptoduUanoitbisdosameat.isany fem,ispmbib0edQhwllhenrieeapermissionimmd-liodhasses-Ambeeyl.tea:6oIII, P.L Job Truss Truss Type Qtv Ply Std Pac/6812 EL B A0186372 XCAS6812DM2E FL22 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:58 2017 Page 1 ID:FJM?bXpxJBWbWBogQIIIUfzJdIJ-TEvkwVrbjxNhxZXxMXJc8XHMzXhrmV VELxIE1zjFNt 2-6-0� 2-0-0� j: -101 OA0 Dead Load Dell. = 5116 in 3x4 = 1.5x4 II 1.5x4 II 4x8 = 1.5x4 11 3x6 FP= 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11 4x8 = 3x6 = 3x6 = 5x8 = 4x6 11 3x6 11 3x6 FP= 5x8 = 3x8 = 5x6 = Plate Offsets (X Y)- [1:Edge 0-0-12] [4:0-1-12,Edge] [13:0-3-8,Edge], [15:0-2-8 Edge], [17:0-3-0,Edge], [18:0-3-0,0-0-0], [19:0-3-0,Edge], 120:0-4-0,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.41 18 >710 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.71 18 >407 360 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.11 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 148 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* NOTES- T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) Except* 1) Unbalanced floor live loads have been considered B3: 2x4 SP No.2(flat) for this design. 2) Plate(s) at joint(s) 16 checked for a plus or minus 5 WEBS 2x4 SP No.3(flat) degree rotation about its center. BRACING- 3) Plate(s) atjoint(s) 1, 23, 23, 12, 5, 19, 6, 18, 7, 22, TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc 2, 20, 3, 4, 13, 11, 15, 10, 9, 17 and 8 checked for a plus or minus 0 degree rotation about its center. purlins, except end verticals. 4) This truss has been designed for a moving BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. 22 = 1446/0-7-4 (min. 0-1-8) 5) Recommend 2x6 strongbacks, on edge, spaced at 13 = 1432/0-3-8 (min. 0-1-8) 10-0-0 oc and fastened to each truss with 3-10d Max Grav M (0.131.. X 3") nails. Strongbacks to be attached to = 1446(LC 1) walls at their outer ends or restrained by other means. 13 = 1432(LC 1) 6) CAUTION, Do not erect truss backwards. FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 2-3=-3915/0, 3-4=-3915/0, 4-5=-5814/0, 5-6=-5814/0, 6-7=-5814/0, 7-8=-5798/0, B-9=-5798/0, 9-10=-3984/0, 10-11=-3984/0 BOT CHORD 22-24=0/2189, 21-24=0/2189, 20-21=0/2183, 20-25=0/5114, 19-25=0/5114, 19-26=0/5814, 18-26=0/5814, 18-27=0/5814, 17-27=0/5814,16-17=0/5154, 16-28=0/5154, 15-28=0/5154, 14-15=012273, 14-29=0/2280, 13-29=0/2280 WEBS 6-19=-278/0, 7-18=-442/251, 2-22=-2555/0, 2-20=0/1992, 3-20=-266/0, 4-20=-1385/0, 4-19=0/1040, 11-13=-2618/0, 11-15=0/1967, 10-15=-266/0, 9-15=-1351/0, 9-17=0/752, 8-17=-261 /7, 7-17=-632/483 H shy -Elena tleuey!¢reraane'LI IDCftICYS3(SELEYy5ni3Atf73lSe;:JrDino%EJS?Dk�tUi3`tEIXAP6�FPduE411ua leriFttesi9, pixasissceeErzdec'esu�isLusCesiF:Drtri�P�';miM1e iF6urLreaka lD:tt.Ideiau 5l nhh:enx Ddeu aiu.iu sMeleartefOD,eeif wtakuaffirp sdlieasal rxeiCCuleaaut4auaeaDK�E}w:�te,f erEFlmNe,ro:�in f�nr�glsme med ntssh:ieegaeeemprz xnD uaea� m:shyhr,:Fey�xeesemD<ery,eu4tttf.tva:ye+:e®yn;.�chy�er Ecuhaa� Anthony T. Tombo III, P.E. Waae;En;ue::F Feimei:nee:femau efe,D.e:-,ee.,a;gee*ea seenekiligs80083 ieaa;Ir�Deslyual[aCetl.Aff.1-4mhml4451 5t. Lucie Blvd. etlerAifl refwte3lra rahetlarrcedtyn a nfq iy01?M3lan6al. Pxa Ganges'u Fag®na is C(f tle b IIia7Ce9}au,nLn:S[s1e: h`baa a'an, M 14ag. 'JI aFCdCe9 `en:era:s rdfaaraln. (epyright92416A-IRDolTlatsas-ArEhDDyi.TDmhoIII, P.E. Rtlsodu�ioaalibis do[ument,inanyform, isprohiEOzdwifhautfhewtfienytrmissioefmm9�Itaatlmtsas-ArahooyLlanCaIII, H. Fort Pierce, FL 34946 Job Truss Truss Type Qty]Ply Std Pac/6812 EL B XCAS6812DM2E FL23 Floor 6 1 A0186373 Job Reference (optional) I 2-6-0 1-2-12 1.5x4 11 3x3 = 1.5x4 11 1 2 3 Run: 8.ULU s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:05:58 2017 Page 1 ID: FJM?bXpxJBWbW8ogQll I UfzJdlJ-TEvkwVrbjxNhxZXxMXJc8XHURXoXmeiV ELxlE1 zjFNt 0-3-4 2-0-0 I 2-7-4 �1-3-0_� 1.5x4 II 3x3 = 34 11 43x3= 5 6 7 12 13 11 14 10 15 9 16 8 3x3 = 1.5x4 11 3x6 = 1.5x4 11 3x3 = 1,12 4-11-12 5-11-12 N 0 9 LOADING (psf) TCLL 40.0 TCDL 15.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0.44 BC 0.37 WB 0.36 Matrix-S DEFL. in (loc) I/deft Ud Vert(LL) -0.22 11-12 >550 480 Vert(TL) -0.25 11-12 >489 360 Horz(TL) 0.02 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 57 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 605/0-3-0 (min.0-1-8) 12 = 605/Mechanical Max Grav 7 = 605(LC 1) 12 = 605(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-973/0, 3-4=-973/0, 4-5=-515/0, 5-6=-515/0, 6-7=-516/0 BOT CHORD 12-13=01788, 11-13=0/788, 11-14=0/973, 10-1 4=0/973, 10-15=0/973, 9-15=0/973 WEBS 5-9=-281/0, 7-9=0/756, 2-12=-920/0, 2-11=0/401, 4-9=-544/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. .:...... :. if FiOift;9iF'"i rttN#tH'd)�'+1; 11ffii> f(li('�}Si{j1�4:A(Q�t,�S,S:d}1��6`�?[n SiSNlii:rJ$aiNr"h19. iEE dtti 9EYGktiRdieELEW.508C83ii{34 rYA.Ti<b ij6[�0➢difEiE#�f0?l.#t9M 6r,rf.rtrPStW faftr Etltt09St. i&ESi R".htp;)O SYatd 9R�E ;�6, 0F1a • t o � s C rr 141 aE' a vA'E$it E.4N(iCEi3N.6t ;dr9rtPa¢6rext e,ltlriilEf$iEtgfit9t.t,1(lCEAySfittCli�lSECEtt:(irk$[t3141Y,4'Setdttjt tXl�t€ErtthiNliE§pOli�EjEti(iO4`HUjr9(RfE53jt0f(1t51t"pltligfi[d�#:IPdiap..ttl6tsi�, fi1(jI.eN41r90rit j ij'fETfEyi870ai;0; Anthony T.Tomboll:,P.E. t�tct4iGtiiiErars uur�ttt:dw.rt�p.ttr,6te.,triera�Eattr9Ed,aEfia.#,at9xitina;uEar,�cwidatdry:4d-$a-oat.r>tEprrc,aaatt:6dant�e#dtttat;ttu,�tato9q,,:<inE.:aut,sEuttnt9>:.a;9d - 800833 ;4alslina:�a ttadtsEasCEt k6ai si9�>3N,tP0et6tpxtcrsa(gsilr9ats4.P St+lly6u$a.9�&Sa+iS Muud¢o?itfi lWeatq JlndSlamrt(uttt�r.cdueahwdEaa. II4:kms is rtqu it. tttd #9eslisaiau3eti sFlisndaGg Ee{�ttta{'rtss➢,aadaAxs,�Mss 4451 St. Lurie Blvd. c:'EtttrisrdtSatdFltreatais�ttf9jEt6sag'�gtga9NtianLtEl. lHimsgtsipsaaxi: ggl3t CgiElrastpx,a rsass:fsh9iarnde?lM,ti9d, d8¢ldiad,'eaame Dead�ttH. Fort Pierce, FL 34946 + &WghlQ2016A-1RoolIm ti-Amb nyl.lum6oIII,F.r, ieproduaiaaafahisdauwainany funrrAprabibattd*Aoul[be wxinenperm' ssiaofioarA-Ipaellrasies-Ambaayl.tam6alil,p,E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186374 XCAS6812DM2E FL24 Floor 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 Feb 20 13:05:59 2017 Page 1 ID: FJM?bXpxJBWbW8ogQIIIUfzJdIJ-xRT78rsDUFV Wj68wEgrgkghl x95V6SeT_gInTz)FNs 2-6-0 1-2-12 { 2-0-0 1 i 1-6-3 1.5x4 11 3x3 = 1.5x4 11 1 2 3 1.5x4 II 3x3 = 4 5 1.5x4 If 6 10 11 9 12 8 3x3 = 13 7 3x3 = 3x3 = 3x3 = 1-12 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 607/Mechanical 7 = 607/Mechanical Max Grav 10 = 607(LC 1) 7 = 607(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-975/0, 3-4=-975/0, 4-5=-975/0 BOT CHORD 10-11 =01787, 9-11=0/787, 9-12=0/975, 8-12=0/975, 8-13=0/783, 7-13=0/783 WEBS 2-10=-919/0, 2-9=0/408, 5-7=-914/0, 5-8=0/377 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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 Chard, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4-11-12 5-11-12 CSI. DEFL, in (loc) I/defl L/d TC 0.26 Vert(LL) -0,23 7-8 >524 480 BC 0.29 Vert(TL) -0.28 7-8 >435 360 WB 0.26 Horz(TL) 0.01 7 n/a n/a Matrix-S 10-2-15 PLATES GRIP MT20 244/190 Weight: 53 lb FT = 0%F, 0%E .. ..... lfas�q•uan:Fr��,+ee!in&'Adok>,�wrsHtxFCIAslat'Ws.BtdKlif�Sf(n1t41'€1!lljSC1F9#wbf7f91'GitF.tflil ln'{FrcF:65�sct5Ffildtswtst i5F5a h!J7F:mIFB(CF;nftN uN55+,1.':ereolG,t:.talrertSttOEticrt su. Pr£ss:FE,tStt;se 5ktdseYt i46,Hh ?l':it HmY:;H rift itC ttiXdltt Sitl6FhNFeId. rSil'ti4"ri5lrf G{?HSj.t,;(tCFItJ•.�Ftitd,.t atAlt WrybCSfXtSt}:;p%�Ih5i J�ItI R!(tl`HQIHjiAtHiF9Anthony T. Tombo 111, P.E. adntxsElttng1um81dgurc;FnsOmaAaQ.FH,MCesFft va"xthaiplelaMt YFr7nitm,bhtttstsdxR;Yt6:aryhtdlr'ivf:att rdifll. rutlprHFIdISFl:paf ul`ieN Fd tF �ntS,.ti9Sa3tsA,tn�ga.W�tmlBrorq sbd;ht 5nfsfH.Ai:71 - #80083 2t ttiAt; CFaps: aalGanHar E3>rtsseltabfaF(r0asfisrrrfiaes¢Sa-slsuFes{SiroG+l6ralGc7asr65s1:'fMHcrafsi(SrjRUisiai!}tHezrl9:a pe reiaee�refFtgcr,.el�dutt, ttld lSiuts3t 5Fgn ea5a5tetl iFles#htr;e5s6taln5yita55tk nteraHraGi1FSS Wri;dtSH.eiless 4451 St. Lucie Blvd. s6e5ainatAatltlFtwdagHlgfFG+n�tethtrrvie5iictrM,aetss6ssi�Ggs:uxald_vaFrctdpsxs>Tss:pcnnGy�ctHd�k":wr5rq,na4,nrr.Fntstaethlfbl. Fort Pierce, FL 34946 (oppigbt 0 2016 &-1 Wbases -Anthony 1.10mbo III, P,L bjr dut loft of Mir document, in ooy rare, is pmb;b(ttd dtbom [he wriren permissian SomA-1 foof lrossts-Ambuyl. tomb 111t KE, Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL25 Floor 1 1 A0186375 Job Reference (optional) ^ r muuf f f uses, run rierr , rf- 34946, oesigruwa-I Aruss.r:om Run: 8.026 s Aug 31 20% Print: 6.UZU s Aug 31 ZU16 Mtl ek Industnes, Inc. Mon Feb 20 13:06:00 2017 Page 1 ID: FJM?bXpxJBWbW8ogQlll UfzJdIJ-Pd1 VLBsrFYdOAthKUyL4DyMp7KS KEXgoheQsJwzjFNr 0-4-8 1-3-0 2-6-0 2-2-8 2-0-0 2-74 Dead Load Defl. = 1/8 in 1.5x4 II 1.5x4 II 3x6 II 30 = 3x3 = 1.5x4 If 3x3 = 3x3 = 3x6 11 15 16 14 17 13 18 12 19 11 20 10 1.5x4 11 36 = 3x3 = 1.5x4 11 3x6 = 1.5x4 11 8-8-8 LOADING(psf) TCLL 40.0 TCDL 15.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.49 BC 0.48 WB 0.45 Matrix-S DEFL. in (lac) I/deft L/d Vert(LL) -0.29 13-14 >512 480 Vert(TL) -0.41 13-14 >365 360 Horz(TL) -0.01 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 73 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 746/0-4-0 (min. 0-1-8) 9 = 746/0-3-0 (min. 0-1-8) Max Grav 1 = 746(LC 1) 9 = 746(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-643/0, 2-3=-640/0, 3-4=-640/0, 4-5=-1454/0, 5-6=-1454/0, 6-7=-604/0, 7-8=-604/0, 8-9=-606/0 BOT CHORD 14-17=0/1331, 13-17=0/1331, 13-1 8=0/1 454, 12-18=0/1454, 12-19=0/1454,11-19=0/1454 WEBS 1-14=0/941, 9-11=0/886, 4-14=-805/0, 4-13=0/339, 6-11=-977/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. smut-Flean6meyllrrzrua 6e'l�l t00F iaRt6fKSii}eTt3LL I:IJfeCOeDIDSS(iISIDYil4T.f12t[Wai[P"W£ft'Ian leraf Auiptae+ttnMntl whsuais lnssOuipOrtxfgpLe;mA De et6egl.IetltW,t:.hkna 5xttelee rn. Crltu Mtuaise>'ilela6e RD,nir FLieYa�mt gdrs sVAtarsettarat WlndL AsxTmsD:s. bfa!e(u,fimdgfejir±?,tie,slnupiU;,gn;nlsntcelPmd6tFntessualu evtuttnACv:itd¢farhetsysd6e wF4?tF:AeFidNu HetDDedr,ertniFFF. i9eltspennarx;,kNal teeAetnc, wr aartg � . Anthony T. Tombo III, P.E. rid uedltsT.. agIWIn!IsAe mpni7;IDidDw 9mer,MOneVfedleruNedfdn6e LllaiDes.�w,n6e udedff,11,a, 1KW rx WW'I(iquhWI.). tleepnnld6, TDWnjOeld-00,L„s;uddupFndg.elcge,in6DefiwWIm.1Sidi A, 1,.1tniNiryd 380083 ' 6edenfmt0edg aJlsredw.ADRf-dMiral[Ded6ey.6-"Ared6rzdvFrstre nnlfttha,aeeopagtaDd:ails;ndfuemtdan«AxI."Pd.,.lwt&h.9—jnnfiroAddfind6:Tn::D �a,Tm,sa,ise�tnt�nrzss�ohmm:ntrss ! 4451St. Lucie Blvd. eaneisA aF,nNlyrtanalfpadryn6 r,t✓e Ire? ya;lks untied. IDe Tnrt Otdededufx is [Of tit Ivllllsl OaltxynLan frdea Gtuea dory NDllar AlnindneAlwss of es ddinA a1t41. (opyrig6t 1)2016 A -I loaf ftusses-AelhanyLTamba 111, P.P. Repfoduofar of this donomentein any furs is pAlt iced wMewhe written permissioaffem A-] Rodbusses. AadhonyL Tombo ill, P.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186376 XCAS6812DM2E FL26 Floor 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 312016 MiTek Industries, Inc. Mon Feb 20 13:06:00 2017 Page 1 I D:FJM?bXpxJ BWbW8ogQlllUfzJdIJ-Pd1 V LBsrFYdOAthKUyL4DyMm3KNrEVaoheQsJwzjFNr 0-4-8 —3-0 2-6-0 2-2-8 1 2-0-0 2-3-12 2-6-0 0-3,4 1.5x4 II 4x6 11 3x3 = 3x3,= 1.5x4 11 1.5x4 11 1 2 3 4 5 6 Dead Load Dell. = 1/16 in 1.5x4 II 3x3 = 3x3 = 4x6 II 7 8 9 10 16 17 15 18 14 19 13 20 12 21 11 1.5x4 11 4x6 = 3x3 = 3x3 = 4x6 = 1.5x4 11 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 879/0-4-0 (min. 0-1-8) 10 = 879/0-3-0 (min. 0-1-8) Max Grav 1 = 879(LC 1) 10 = 879(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-753/0, 2-3=-751/0, 3-4=-751/0, 4-5=-2074/0, 5-6=-2074/0, 6-7=-2074/0, 7-8=-754/0, 8-9=-754/0, 9-10=-756/0 BOT CHORD 15-18=0/1666,14-18=0/1666, 14-19=012074,13-19=0/2074, 13-20=0/1667, 12-20=0/1667 WEBS 1-15=0/1103, 10-12=0/1 107, 5-14=-265/35, 6-13=256/38, 4-15=-1067/0. 4-14=0/641, 7-12=-1066/0, 7-13=0/634 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. i&IM E CSI. DEFL. in (loc) I/defl L/d TC 0.69 Vert(LL) -0.3612-13 >492 480 BC 0.77 Vert(TL) -0.4612-13 >384 360 WB 0.53 Horz(TL) -0.03 10 n/a n/a Matrix-S 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 83 Ib FT = O%F, 0%E aw,I,r-aw„ n„�ar„M. n,•i uazf nmsfs; sa!e,sFenrnus a (inomees (astau� wr:r}msanr((w,uwrtA�n rrtnt rr,rnp=d,o,K,,,(,d„ u�,r,.,, a,iyae,a.mrpea;=an, c,nerT r,� tr:: u. rdE�, ssenrda•eK. ed,u a�".�,r>,set bneno.�y wt¢krmrdsr ddr, skdkessttarnstbCuessd:t lsernssox:�6s�s�,e„St,,,ts6sw.r)n:est,o aorTae:gmms m,ap>se,dn, �t:v„d usa:s,or,npw:a,*gkrne (,:y nme msk t�s: (rt tntetooult,ui�lnL ttesyaemarys<r,lxlus u,(�s,s.xantM Anthony T. Tombo III, P.E. Wsedlt,io,sl,r sa1ditls:1,nempnG:hhde, a.,w, e.(1—A.,n,d:,t ry".amis: Wfiq ;: w,Ano d'd dfr,Ir1, Ixuenebal eillig,d,.e(TH.]. Tk em,sdani,TH I g&U..dn,T-: iodet;Wfiry. srxrye.WxlWMk piel 1, tor").5airyd ' �80083 neB,:IrwrU:dgervlArtmlw. llledn sd.di, nahenen, poCimsedp;ielhesdltk leilTar 4epentSdtlrhJe,aetix,ll(S�rei6kOriPlns SSLl cueMn:e(Ixrynrd pilare. inle,fiesne nsinstili5n ms61ir,dne lns.0es',rps,Lsss Oesip,[yeemedlmtvuehd,ms,.dm 4451 St. Lucie Blvd. .neMu4f;><AN,(.,necl,gwdrynle w,E�7dpvtin bnhd.liz han DeGn[ytrx,isC9Tascrnwomp,y,rt,ossspu>E[gwn deq krau>g.mnradner!�ssm,s a�„tmnn. Fort Pierce, FL 34946 Coppigbt3'11RIdA4RaalLosses-AmhmnyLImmbm111,P.P. Repiodunlmeiibis dmmmeol,inany form, isprohibhedwohounhewrinenpermissionfrom AdRmofUnsses-AmthmnyLlambolll,P.E. Job Truss Truss Type Qly Ply Std Pac/6812 EL B XCAS6812DM2E FL26A Floor 2 1 A0186377 Jab Reference (optional) Al Roof Trusses, tort Pierce, FL 34946, aeslgn()altruss.com Run: 8.020 s Aug 31 2ulb Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:01 2017 Page 1 ID:FJM?bXpxJBWbWBogQlll UfzJdIJ-tpbtZXtT?slFo0GW2fsJ19vyCko9zypxwl9PrMzjFNq 0-3-4 2-6-0 1-0-0 , 2-0-0 „ 2-3-12 1-3-0 Dead Load Dell. = 1/16 in 1.5x4 II 1.5x4 11 3x4 = 1.5x4 11 3x3 = 1.5x4 11 3x3 = 3x3 4x6 11 1 2 3 4 5 Tj 6 78 9 i a K1 1jV1 0 0 m ji 1 15 16 14 17 13 18 12 19 11 20 10 3x3 = 3x6 = 1.5x4 11 3x3 = 4x6 = 1.5x4 11 6-4-8 7 4-8 8-4 8 14-9-12 1 -1 0 6-4-8 1-0-0 1-0- 6-54 -3-4 Plate Offsets (X,Y)— r1:Edge,0-0-12), f9:0-3-0,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.32 14-15 >547 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.42 14-15 >420 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) -0.02 9 n/a n/a BCDL 5.0 Code FBC2014JTP12007 Matrix-S Weight: 81 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 6) Gap between inside of top chord bearing and first WEBS 2x4 SP No.3(flat) diagonal or vertical web shall not exceed 0.500in. BRACING- 7) CAUTION, Do not erect truss backwards. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 881/0-3-0 (min.0-1-8) 15 = 881/Mechanical Max Grav 9 = 881(LC 1) 15 = 881(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1939/0, 3-4=-1939/0, 4-5=-2080/0, 5-6=-2080/0, 6-7=-756/0, 7-8=-756/0, 8-9=-758/0 BOTCHORD 15-16=011 246, 14-16=0/1 246, 14-17=012080, 13-17=0/2080, 13-18=0/2080, 12-18=0/2080, 12-19=0/1674, 11-19=0/1674 WEBS 9-11=0/1111, 2-15=-1454/0, 2-14=0/808, 4-14=-509/210,6-11=-1071/0,6-12=0/613 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Gms;-Pe5se�5msif; reriride'Fl9d i7tUSL>(4I1rd fEAit€i€tYS8fQ9:tfiTtS €iSiiR?'S7!Et'1F.1p9 3NliUf'fma, TaJlksecry:ast7n 5ntrpsnfds inss[vsip miieriIDFj ni 55:slSmt.lenaN,t£t:h:nn 3ketFefinm WAS$a§nsaa SRad n:a €t9,ntj 1D;'el rtaeUtr p!:tsste"NmNtadt@DN:K srrdl�eT•+LsDeAyS Er;nea l:e.,l;et3lryixn;2e telfe asrlppr5,s5eseaYnyuplteaapsyeht nd egiaalryrnptu'i4id5deieslrZddesdlleTr ueapi tre;QdetDDe51t,a4silt4l.1tek5ge nsxspfgns; l>•ary atrdtn,s 7di; Anthony T. Tombo Ill, P.E. -4-Ord5k:,rae�ocopum�4 er>d�e.:a,neCitlf0.SaTI{pWCSIiYE;i51;k,Yhn&a Nfr,[Kmaxidr3"r;5aaEi.Treyrnraannaat,vsru,dtet,s, y na,xarm.atrwlsrereder:mo�t� #80083 ' NW4'je4M Wfthets. Ad MliSdntndlr;D nddlrfiSiiS�ri si'tn5 Ofhwgrkgm-dseeft�SGd�n 1�{Sfrftl�ili�t�Htt(i�.I QllAiln[MtR;k9!!tt�4nQ, rrri i'peS�enSp na'tnt6l �iHMdeTSS5DIS1�a:rfJt1 DS£IR Fd;'AW n{rR31ISGFtdaY.fYI55f 4451 St, Lucie Blvd. o3e5adrktnet3ta(et:a9 gn9geadm:YoltrNpamts,nthr4 iketrns Dssip�6;Mris D4l ds iawsb;Dni;w,aTnssSjzNn Fe4andaitddenp. iCapAaiiedtaasmndsSedgltil, Fort Pierce, FL 34946 Copprig5l fb iDiA A-1 &ooilrosus-An1Coryl.lomba l6,P.E iepradu5tinnoithii dammeat,in anytme:, is ptehibiled ritbael the ndren permission homA-I loothusses-Adbetyi. T mbo ill, PZ Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186378 XCAS6812DM2E FL27 Floor 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 Feb 20 13:06:01 2017 Page 1 ID:FJM?bXpxJBW bWBogQlll UfzJdIJ-tpbtZXtT?sIFo0GW2fsJ19vyZkinz_Txwl9PrMzjFNq 2-6-0 1-0-0 2-0-0 � 1-2-8 1-3-0 , 1-4-12 , Dead Load De0. = 1/16 in 3x4 = 1.5x4 If 3x4 = 1.5x4 If 3x3 = 3x3 = 1.5x4 11 3x6 FP= 1.5x4 If 3x3 = 1.5x4 11 7 H a 1n 11 V 19 20 18 17 16 21 15 22 14 23 10 24 12 3x3 = 3x6 FP= 1.5x4 11 3x6 = 3x6 = 3x3 = 3x6 = 1.5x4 If LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 13 = 1253/0-3-8 (min. 0-1-8) 19 = 859/Mechanical Max Grav 13 = 1253(LC 1) 19 = 880(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1935/0, 34=-1935/0,4-5=-2063/0, 5-6=-1902/0, 6-7=-1902/0, 7-8=-1902/0, 8-9=0/435, 9-10=01435 BOT CHORD 19-20=0/1244, 18-20=0/1244, 17-18=0/2063, 16-17=0/2063, 16-21=0/2063, 15-21=0/2063, 15-22=0/2063, 14-22=0/2063, 14-23=0/1175, 13-23=0/1175 WEBS 2-19=-1451/0, 2-18=0/806, 3-18=265/41, 4-18=463/233, 8-13=-1474/0, 8-14=0/888, 6-14=-262/31, 5-14=-537/123, 10-13=-344/0,10-12=-7/309 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 7-4-8 , B-4-8 CSI. DEFL- in (loc) I/deft Ud TC 0.58 Vert(LL) -0.3218-19 >551 480 BC 0.85 Vert(TL) -0.4318-19 >418 360 WB 0.42 Horz(TL) 0.04 13 n/a n/a Matrix-S 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 17-8-12 PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0%F, 0%E Quit; F7enl4er»y7prelra6t 91t:xitASSiSriSlfa'p6<.MDI![E8,4SSrUK'ktkt%51S11Wrti![r'lA:S6CN:SCt!S:NI'Wm. ili:tt k�7 prt^fis+s tdtale-w fzs.rtn 4tilnra*agtSQN,alNesfi3 n, 1.'eaadyri.refntut SleUlerut est Uatt: e+baxneskan7t T#alt piivra ;lYaD Yen'iSehtlCFGitnEiltv6ts sipuprenta„lt S�itrnpCasrinegtCQnars�sfaxu�ldlirxcres:ad'gnxeft;.r;ntsifesfnexlesipdfitsigNTnseritewRt196a(;,rtsilFN.iveGx na=p> .IeY.e;uN s,ssh7Gt; AnthonyT.Tomboll-I P.E. rz adnt JBk SMthfttrW(cpn'•rYpsai2l` a`PeCauy6tCaetFte`s'dGdyestetde rz.Egltii e,uexaduttltkq, jai r,:ludls'l�v;;t'ead7FI S. Tngpwddkvi>ltslu;SeN,edle ntarriy4xl',q,sergt,amtwva?e4dhhe wauiiat 80083 t itlnko;un;r vr7ftetnhr.11l sra srlsts!lttCOalht;raZat�g%i1t'ne54tiakdPay(tapa+Sd.SltaemeeR(S�psiliskdE}tNaaSF:lan rd rcr:4ht;n^tl pnlvcre, l'+rulsMrafnirc..Pfir ltfit7!htinssUa';Oat lest Pas}a (pater ¢<Trcn Y,cxhcMeGnSut 4451 St. Lucie Blvd, okeraln rsasrrgerea„`eem,ttlgaMna"o71;NpantsanArL l6rlens Ots'rptrk,+mmbr7(tet+frTv; vl4neM.tlirrftSittinri;itrH ilayleCliM1;.:G �IW'1ai'H&t tl4E:l:Jtl FtiN, Fort Pierce, FL 34946 Lopyriab1 Q 201d A-1 iootLasses-Amhoey 1. Tombo Ill, P,E ieproduation d1his daaamem, inoay ratm, is prohibited ritbea the ttritten permissioairomA4 iooTlrouts-Amheeyl. lombe III, P,E Job Truss Truss Type QtY Ply Std Pac/6812 EL B XCAS6812DM2E FL28 Floor 1 1 A0186379 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 Feb 20 13:06:02 2017 Page 1 I D: FJM? bXpxJ B W bW8ogQI I I UfzJd IJ-L09Fmtu5mAt6PAObN NYI NS7v88ei Rj59yvyNozj FNp 2-6-0 1-0-0 2-0-0 1� 12 , 2-1-12 ,OF3-42 Dead 15oxVlPe8. = 1116 in 1.5x4 11 3x4 = 1.5x4 11 3x3 = 1.5x4 11 3x3 = 30 = 3x3 = 1 2 3 4 5 6 7 8 9 !V I 16 17 15 18 14 19 13 20 12 21 11910 3x4 3x6 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x6 = 15-4-12 i 64-8 7-4-8 8-4-8 s 12-7-8 14-10-12 1$-1r8 6-4-8 1-0-0 1-0-0 '4-3-0 2-3-4 0-2- 2 0-3-4 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 944/0-3-8 (min. 0-1-8) 16 = 889/Mechanical Max Grav 11 = 944(LC 1) 16 = 889(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1965/0, 3-4=-1965/0, 4-5=-2113/0, 5-6=-2113/0, 6-7=-1148/0 BOT CHORD 16-17=0/1 259, 15-17=0/1 259, 15-18=0/2113,14-18=0/2113, 14-19=0/2113,13-19=0/2113, 13-20=0/1893, 12-20=011893, 12-21 =0/1 148, 11-21=0/1148 WEBS 7-12=0/484, 2-16=-1470/0, 2-15=0/823, 4-15=-511/205, 6-12=-870/0, 6-13=0/487, 7-11=-1361/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.60 Vert(LL) -0.3215-16 >553 480 MT20 244/190 BC 0.49 Vert(TL) -0.4215-16 >422 360 WB 0.42 Horz(TL) 0.04 11 n/a n/a Matrix-S Weight: 85 lb FT = O%F, O%E 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard "n'arss •fleaux :nke tG'1d iitir6Sk'a f!!n'(+.RaJatiEt411 Wk:Pi�af lnlCJ! '. !:lp6k;:a(a�l'hia. Par k' naa:GaaaKaaa(ealnaxlYf[aess 6r.I s�mia fl0[j esilis 3F9anl.laaiaN,[£UhnnaSdenle[att ese. CleuaSn�tisa tlaalaAe [(A,aal[ Ri3l:aankrpYFas ah kndln 5elDPNi•rdi.lsa[?as Fghm{.k` hJ aeud9a seLarta[tG6rtsresra•;axuP!aaai pa xaksrud!c[uenuprtgaas fti'ih6tietlpdht th Taflslalldelaef><136nfpnle0ffd, ihhsift nuz ,luYrya .as,u7dra; Anthony T. Torrib0 It:, P.E. sdaua'!!s[nntuu[tatlalurgtrl�rie�!f&��aett,liGae:fs ulyWnheb.€gluinn,oGnw'.mdiaN,Se6tai dsledlr',Gelale rdlld. rvgpuddtlai3OW n[IieNeadle':nsL�*+�y stxga,igaF aa+EheYx4fSvGta§e,rx¢uiis7t s! 180083 ' 4t ln`tighaiP+r.olkaaaht. Saaza sda9nda r0aa!(aer`xt esc(lakmna!tutaldaPG¢paerSd>5�`rzxtintt(Shpilis�lhmwlSS`3mretereee±dht(ncef�.idn,�,t7dirrtes:fa salx:arFnaadl ies8tie[msCesi a, inss [ks{a 6yv¢a aN[nssk sanu,mless 4451 5t. Lurie Blvd. e.�htahetstvei}Sa(ewea•l�eelquhxaah[lraHpriasanalrrd i6a[erSs SesiyaFe�aerLY�l:k taadq»s(yas,a FrssSnhrsEyhendq ia±xp[. b: uiih7Nt[:msmu!^`.�aeiglffl, Fort Pierce, FL 34946 U i 11Q2016A-lRodhesses-Aat6oe 1.lomlolll,P,E t±radanfandihisdaaam at, in rsm,is ralib0ad+itlaett6eraritmo ermissiaaimmd-lrooilmtsas-Amlaa Llam6aitl:PE PY<d Y P Y- P P Y 0 T Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186380 XCAS6812DM2E FL29 Floor 1 1 Job Reference (optional) A -I rcooF I Fusses, ron nere:u, rL JYC]9O, unsaynl,a I&IU—wnI r— 1-7-8 I 1.5x4 II 3x3 = 1 2 1 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:03 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-ggdzDvjXTOz1 KPv94unga_LeYYZRyZEOceWwFzjFNo 1-8-8 i 2-6-0 A i 0-11-8 1.5x4 II 3x3 = 3 4 Dead MAO. =1/16 in 53x3= 6 v V e• _ 0 p• � = 12 10 13 9 3x3 14 1 Svd II 15 7 3x3 3x3 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (lb/size) 8 = 631/0-3-8 (min. 0-1-8) 11 = 484/0-8-0 (min. 0-1-8) Max Grav 8 = 631(LC 1) 11 = 490(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-574/0, 3-4=-574/0 BOT CHORD 11-12=0/574, 10-12=0/574, 10-13=0/574, 9-13=0/574, 9-14=0/572, 8-14=0/572 WEBS 5-8=-257/60, 2-11=-764/0, 4-8=-630/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 3x3 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.41 Vert(LL) -0.18 8-9 >537 480 MT20 244/190 BC 0.26 Vert(TL) -0.26 8-9 >382 360 WB 0.19 Horz(TL) 0.01 8 n/a n/a Matrix-S Weight: 52 lb FT = 0%F, 0%E LOAD CASE(S) Standard grtrhg-Flns fienegklFrerer 5e'ld Igg; i1lKS3; Sil:i y>FG3AF FTSS fl lilk011lul5(iISiONiELYr; 2(CI;Btit€PnYfgPtw¢. le:i�krirr p:aa!tne.xt rni w'es n?�s rust &<ige Unrmyjl(�}aa1M1e l�ueFL babe l2: F'_ trlcn!r SSe!6dae ru. Crlrss dFereise!t7d m tEe 106,ea1F Effie'ta�rdepldat*a7lkneskFSa;PCMletd:(4srhn5 oss..a 6FwxQ.e, Sraulylsf-xAtIdnnj110M—ls®ecrytrtrsdlulm;slAnthony T. Tombo Ill, P.E. nlneelM1STnss.Ri ilkil'tertsrusN1i1d!.G."'M1s CA80093 ' lie falfmrgsigeran6YCe:Irt.111edess;Enl'eta.SOCnIM1erta©rndpa4nesdheleiltr6epenlSa'aleldrlrsetam(F011rdrekFfrFlkn3Sf(AarerdrecetiecFmeralps0aa!e.IFFlesSan@eresrnr:'lilnneedkaetANelmssOn�er,in!s�!wr5pnernilrnsaaananer,odes! 4451 St. Lucie Blvd. rtlerxhtnfiafllrr:naatryedxin¢rn¢rs lF at ge lkr Nnhad. Fte (n-s Dn.0 rayttixeS ttl r'lllapUedgm;erLru <.rdex 6rbrel deglPu al;cFud¢al �en.mner4ndxsn. Fort Pierce, FL 34946 Copyright 020164-1Roo(fmsses- AnthanyT.Tomhn ill, p.L Reproduaian of ibis document, in my form, is prohibited wilhoul;he winen pennission Gam 4-1 Raollroses- 4otbonyLbonbo Ill, F.I. Job Truss Truss Type Oty Ply Std Pac/6812 EL B XCAS6812DM2E FL30 Floor 1 1 A0186381 Job Reference (optional) Al HOW E cusses, tort tierce, t-L '34946, oeslgn(a_)altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:03 2017 Page 1 ID:FJM?bXpxJB WbW8ogQlllUfzJdIJ-ggdzDvjXTOz1 KPvg4unga_LbYUVRwvEOceWwFzjFNo 1-8-12 2-0-0 1-0-12 2-6-0 1-6-0 1.5x4 11 3x3 = 1.5x4 11 3x3 = 1.5x4 11 1 2 3 4 5 3x3 = 6 3x3 = 3x3 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.12 11 >740 480 TCDL 15.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.15 8-9 >622 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1026/1-9-0 (min. 0-1-8) 11 = 378/0-8-0 (min. 0-1-8) 7 = -289/1-9-0 (min. 0-1-8) Max Uplift 7 = -442(LC 17) Max Grav 8 = 1118(LC 8) 11 = 378(LC 3) 7 = 93(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/0, 3-4=-365/0, 4-5=-24/477 BOT CHORD 11-12=0/365, 10-12=0/365, 10-13=0/365, 9-13=0/365, 9-14=-17/263, 8-14=-17/263, 8-15=-477/24, 7-15=-477/24 WEBS 5-8=-703/0, 2-11=-475/0, 4-8=-734/0, 4-9=0/264, 5-7=-33/658 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 7. 4) This truss has been designed for a moving concentrated load of 200.011b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x3 = PLATES GRIP MT20 244/190 Weight: 52 lb FT = 0%F, 0%E ����������rlEiet rht'4II'Ji1tUSSES $EU�'iULK}i'�E �{A�j(ays (e;t�E{ j�'��J1jt;R6it��j'hi9, rEi {tG iSESIifKS�itf(FR1�S C9 Chi {IEIShMI .RtEiF 1Q¢IH6{Ul iff�llrt, it6vM �,pf.tE}CIRE)}tljtt(An45k tEE�ES; i�IFIN k'JPdN�F iE�,ptR . •ncuErgd, i e I de 1°i 3°E It Ries;e,txptaesstFRazdtgrtelA'rpaEsrtr3A.:v6ss:e:yaigheet.e.;jatxgiyutlre5aseiEecrslAPrsgrnrz:uaugi:xEddesEhs3saat:r�itcnhq:rspns ett�kkueautXacscs3istressa/�taasrv{toEEtt.�rE�lat, uastpEss pt;�:,AEtynatEas;a>xelr-.;n Anthony T.TomboIi:,P.E. a~%ssEdtlhinnfxrp.Szllb3uern;(nsiF a!xAeOcur, detawtta5mfidtystsr6ek6yAeslpe:,breEm'r1iM't;', Mai h0.61igq,Eh W. 091, :4INraeygnrddtlEl:Aeuev(falSsedie'nst.xE�iyS�ttysbie{e,�,teC�ae�MaYzgaEnpn..t4�7t� � 380083 ,' ' b ta6ti:I tngeE:ErI{cme.. AUM'd tWu iMetPugEUN.n�tt=43satEs ta�liAgtEapm Sa�Yt aa�a 1(S4'. hsgliq Trim Smo EdgElgtt psA0ieaE. tFt V# nit re.'W.AzaviW t' klmsongw.Im.0. Eay'sEEtegSvn¢,�eleaun,�lss 4451 St.! urie Blvd. riatxis A.Avlbh;t{emlds�etdryEab+rAkgbe&gaAes?erslEti itei+ss Asip BN@E!Nu"E WIw'r NallsiEnNo" earW44 Ek gVod elm ein`aet& 914. Fart Pierce, FL 34946 rCopyrig[It�f3164-1ReatLassts-AmCcayi.iem6alll,P.E,> psadad;anafthisdammm.ioaayhm,ispmhibited+itdactthewrineapmmin€an#mmA-Itaatlrscus-AmReayl.IamlallI,P,E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186382 XCAS6812DM2E FL31 Floor 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 Feb 20 13:06:04 2017 Page 1 ID:FJM?bXpxJB WbW8ogQl11UfzJdIJ-IOHOBZwLIn8gfU_SjoQONoXOJymxAKRNcGO3ShzjFNn 2-6-0 11i-4 i 2-M 1[ 3-4 Dead Load Defl. = 3116 in 3x4 = 3x3 = 3x3 = 3x4 = 2 3 4 5 6 7 8 9 74 VR t r� 6 17 15 18 14 19 13 20 12 21 1 3x4_ 3x6 = 3x6 = 3x4 = 15-4-13 i 6-5-12 7-5-12 8-5-12 15-0-12 15-3r8 6-5-12 1 1-0-0 1-0-0 6-7-0 Oi2-12 Plate Offsets (X Y)— [1:Edge 0-0-12] [11:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.32 15-16 >564 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.48 11-12 >384 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 83 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 916/0-3-8 (min. 0-1-8) 16 = 916/Mechanical Max Grav 10 = 916(LC 1) 16 = 916(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-577/0, 2-3=-2055/0, 3-4=-2055/0, 4-5=-2238/0, 5-6=-2131 /0, 6-7=-2131 /0 BOTCHORD 16-17=0/1 304, 15-17=0/1 304, 15-18=0/2238, 14-18=0/2238, 14-19=0/2238, 13-19=0/2238, 13-20=0/2238, 12-20=0/2238, 12-21=0/1411, 11-21=0/1411 WEBS 8-11=0/617, 2-16=-1522/0, 2-15=0/876, 4-15=-528/175, 7-11=-1646/0, 7-12=0/840 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks.to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ea.rr.w:„§�r,�r:�sr�a,•sar�xnms:>;sturrrxux€ftu:�eurrburnsea s:cro��:o-uEs�anra.r§! x >§�§a�§§ur,rr§SKr§a�rr,n�::��,to-r.wa::,air.!§�somr�.r:m§u{srrnr�,:e.�r:r�l�.,,r,s�apxrrrn,a .'.!i'aruarJx rL•§s ssa'h�sdM6e 10CgHn53p7tT.+ss±<§q§tsrhlayta.$§uiq rry§ertiCt ieEpesriGPrenne�.faxuruaafilr tsldayn§§lkpr,�puiatet tahrNUpdhe,ix{ill�n,igtaedmiie[3DttlpatnlFN, i4ksi7tnuxpr�e:: fa�t3r ¢e6CrekW+k`.t; ArsthOny T. Totnbo 174,P.E. miro�o6lnidxu.r dapn�tt;(ntil rh?t5:0§§er,d:C.xtF§Mantrdrredude rS'!•ar 7es� ,u r ertd tPr�3t 6tmd ludic=6q,afexd i:rl. R§rypudd4hliGWrq'�"i,td3t-ar4ariiurb�ursrtrz;s,a!btir§ra:d6egfr¢Ilie rxaspeairiE # 80083 i7 r5(:U§rvl:IjR!13art§A4'lf.=1M'!!5l1N14�t P0@(htjfAli§5�§31$:'ill5 §�1 tfl�aBj rlLtYkSi{3:t iiiu(&C'i94�rrsfr!}tlllta�rr�Ra Sr:AUt rItNEM�{iirr§ t M-14iInwtiItSr§3fV:ttl Dim'sif, Atr'r's hfirt, rliikvp In Ml Q{ino v,.sVWIr ,dr% 4451 St. Wde Blvd, atnaic§ae?uds}rrc r�§plergwga�uatrrnrpaaes�,d�ra.Ter.nselsip.6rarsuNSltttvng2nrgsc;,atncs:fl§nEet�uer�arb& §),t;�uraa edta:csmuteSNwrr41. Fort Pierce, FL 34946 P.E. oit6isdammentinangtcreE, is praAiSiced rnbaan6a mrirenpermissiaeicnmA-1 teof trrszes-Aonc�eyt.tae6n III; P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E FL32 Floor 1 1 A0186383 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL j4u4b, aesignLaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:05 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlllUfzJdIJ-mbgOOuw_35GhGeZH HVxFw?3fhL3evoLXrw7d_7ziFNm 2-6-0 1-1- I 2-0� 1-3-4 2-3-12 Dead Load Dell. = 1/16 in 3x4 = 1.5x4 II 3x4 = 1.5x4 II 3x3 = 3x3 = 1.5x4 11 3x6 FP= 1.5x4 11 30 = 1 2 3 U 4 5 6 7 8 ;9 10 pm a 18 19 17 16 15 20 14 21 13 22 10 23 11 3x4 3x6 FP-- 1.5x4 II 3x6 = 3x6 = 1.5x4 11 3x6 = 1.5x4 II 6-5-12 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except` B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1216/0-3-8 (min.0-1-8) 18 = 876/Mechanical Max Grav 12 = 1216(LC 1) 18 = 892(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1976/0, 3-4=-1976/0, 4-5=-2122/0, 5-6=-1950/0, 6-7=-1950/0, 7-8=-1950/0, 8-9=-7/365, 9-10=-7/365 BOT CHORD 18-1 9=0/1 264, 17-19=0/1264, 16-17=012122,15-16=0/2122, 15-20=0/2122,14-20=0/2122, 14-21=0/2122, 13-21=0/2122, 13-22=0/1210, 12-22=0/1210 WEBS 9-12=-311/0, 2-18=-1475/0, 2-17=0/830, 3-17=-263/34, 4-17=-475/207, 8-12=-1454/0, 8-13=0/901, 6-13=-265/18, 5-13=-531/118, 10-12=-432/9 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. CSI. DEFL. in (loc) I/deft Ud TC 0.57 Vert(LL) -0.3317-18 >549 480 BC 0.86 Vert(TL) -0.4317-18 >415 360 WB 0.43 Horz(TL) 0.04 12 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 17-6-12 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0%F, 0%E [rt�;;•nettt �y�:t>ir.b<•as r�x Tuns:>[stu�hramt i[tusr,mYmats «�Tea.{zs[�lst�a.etu�n�bm, rr�syaer�t�t,�n�at�rta: rant rnn etaprro.i=rito[�w�[antr, 1.?:�tn,r:.umew nteywet nw t�n,t+xtr<�e tvti ugt lrY,utr 4"kiwjv idlessW'hzdt»rx 104Wstmttt na in tyT0onxnel:uXgmirnX4ts nel tryenthg,rq:atdifiy la behsigtdbx tiyHTsnsny13elmbtiaDeriy,afti lTit, Tutttt1A nwsrYaos,Iabj 44+.V,Wlehca; � Anthony T. TorobO III, P,E. and ne6fyh(unMmtalltrgu-sx>(asit+trdt4eo.w,4sC+eefsveSUAdepdnste rsdxyan niarmt ttlx`dxq;#�rd hedle dey;tlegdltN.Tzetrpt,tld6tl',dtxiaarSeN ti3a nn4:¢itiysaRiaywieye,xteGmst adhttrsl tie@he httn;vcaSiiyd #80083 ' Ye hrflty;eAp»altuntbr ..Imst selMgeteCanlbnpxr�ss¢1luH:'uts 4e�Etiayfesyass•Sd^i i%mmwosn y l�s§�trTNt:rS'SJmsdtrtltedtmptealy lute, rNyaei.n3esnln in das eel tFles �'bt6 ugtugst, frsn Crsp GrxnratT�tn Karahrtaec ahss 4451 St, Lude Blvd. t4neisrd!!neilytCee"Mrjee4;ln5�r9ir7heP.ptnn sd!eUftl,�tss anigsCeyWstis YB td tr"sly intyax,alannstfateyieter slgrNfiiq,Z&¢}flfrstlb�rs sn t[rs`.eedif lFbl, topyrigll02016A-1loollossss-AnibuyUombIII, U AepmduUionolihisdow ntinanyFarm, ispra6i6itedvAhonnM1enritienpe[mitslonfiomA-llooflwsses-Amhanyl.Tom6aIII, KE Fort Pierce, FL 34446 m Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186384 XCAS6812DM2E FL33 Floor 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 3112016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:05 2017 Page 1 ID: FJM?bXpxJBWbW8ogQlll UfzJdIJ-mbgOOuw-35GhGeZHH VxFw?3eJL83vmaXrw7d-7zjFNm 0-4-8 1-3-0 2-6-0 2-3-12 2-M 1-54 Dead Load Defl. = 1/16 in 1.5x4 II 4x6 11 3x3 = 3x3 = 1.5x4 11 30 = 1.50 II 3x4 = 1.5x4 II 1 2 3 4 5 6 7 8 9 r� IV 15 1R 1d 17 19 1R 12 19 11 20 1.5x4 11 4x6 = 3x3 = 1.5x4 II 3x6 = 3x4 = -0 6-9-12 7-9-12 8-9-12 15-7-8 4- 6-5-4 1-0-0 1-0-0 6-9-12 Plate Offsets (X Y)— [1:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.34 10-11 >540 480 MT20 2441190 TCDL 15.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.44 10-11 >412 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-S Weight: 83 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 907/0-4-0 (min. 0-1-8) 10 = 907/0-3-8 (min. 0-1-8) Max Grav 1 = 907(LC 1) 10 = 907(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-778/0, 2-3=-776/0, 3-4=-776/0, 4-5=-2203/0, 5-6=-2203/0, 6-7=-2029/0, 7-8=-2029/0 BOT CHORD 14-17=0/1741, 13-17=0/1741, 13-18=012203, 12-18=012203, 12-19=0/2203, 11-19=0/2203, 11-20=0/1 289,10-20=0/1289 WEBS 1-14=0/1140, 5-13=-252/22, 4-14=-1126/0, 4-13=0/675, 8-10=-1504/0, 8-11=0/864, 7-11=-269/15, 6-11=-498/162 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ash!-nos,e�pupn.�.fi:4uo:tnesss;u�a;.nll3llt!E4S6Lik0IllCiiiJfiOY"{Pfd�l(I6;6!Q4YEA!'hinrnifttuipµ;anculred�zcu!esirtss6esip6cxupRQC)ms8eldinrLTe�eCl,lLle!neerzS�tlduentEe4udlnxltesMelnBelE6,uN ' wleisamAcgldesffiOkuetn@ePCuLudi.Is:imc0 e[qae¢y5inntTEspiereta:;mna�myn:msmrrrrmrde,r�tsshed�sh:n�m aon;fielu�dGcsudTrt;tet¢dub:NPsdp,ziolRl.Ikk:lpesneiu4etuius4u nhliet pn(IIOnyT.TORbOttt,P.E. atned[msTunlxea7lei1,lsi es Re wsrnsiY:gryddn gwtn,dU.veicuarmds}edune 4iirwgan�.n,ia 3eudeddhalt4fieiaal trlrllL;IGey eoleMl}Id.@eeR,nddfietCPeel ny fi:line a!tleiren, ladcCnl►cll'ysh:etahsLl:diucu Fnsrsk!hdenspusuAAtd. #60083 ' he baf�g:tigeratCo.d..AlledessdalisMrgCalaxprdintedpdefnudtielelGgGrpenlStdpkit+aelroa;tt9jrolfi;tselptnn3SdfAmulnnnetxpasdpilecc.11411dna@erzcpusOilEiaeNhficcdYeLaro:seer,r,a;suesneteysrnreetnssuuhdn<r,sde:s 4451 St. Lucie Blvd. ennrnstrf�:eipteeemrnearpertnrryalpmrzsnn!s>diterra.soedgeuT+istorGewilGquni+,erurssspmatrla.Ana!eql�utmg.nlaiodeet;n:;nonddrdhtlo-t. Fort Pierce, FL 34946 (o"Wghta2016AdRodbusses-AdonyUomho111,F1 Reptodoaranofthis dorument,inany farm,ispmhihitedwhhoutthewrittenpermissionfromA-1Rooffrossat-kahauyLbanballtP.L 0 c? Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FL33A Floor 2 1 �Std A0186385 Job Reference (optional) i Roof Trusses, Fort Pierce, FL 34946, aesigngwaltruss.com Run: 6.U20 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Man Feb 20 13:06:06 2017 Page 1 I D:FJM?bXpxJB WbWBogQII l UfzJd IJ-EnOmcExcgOOYuo8UgDSUSDcp8U7eDxg4atAWZziFNI 0-3-4 i 2-6-0 1-1-4 i 2-0-0 ' e 2-4-8 1 Dead Load Defl. = 1/16 in 1.5x4 II 1.5x4 11 3x4 = 1.5x4 11 3x3 = 1.5x4 11 3x3 = 3x3 = 46 11 1 2 3 4 5 6 78 9 0 I i ao us '. 15 16 14 17 13 18 12 19 11 20 10 3x4 = 3x6 = 1.5x4 11 3x3 = 4x6 = 1.5x4 11 12 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 891/0-3-0 (min. 0-1-8) 15 = 891/Mechanical Max Grav 9 = 891(LC 1) 15 = 891(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1972/0, 3-4=-1972/0, 4-5=-2128/0, 5-6=-2128/0, 6-7=-765/0, 7-8=-765/0, 8-9=-767/0 BOT CHORD 15-16=0/1 263,14-16=0/1263, 14-17=0/2128, 13-17=0/2128, 13-18=0/2128, 12-18=0/2128, 12-19=0/1700, 11-19=0/1700 WEBS 9-11=0/1124, 2-15=-1473/0, 2-14=0/828, 3-14=-251/47, 4-14=-514/1 9 1, 6-11 =-1 091/0, 6-12=0/633 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 14-11-12 CSI. DEFL. in (loc) I/deft Ud TC 0.61 Vert(LL) -0.3314-15 >547 480 BC 0.52 Vert(TL) -0.4314-15 >419 360 WB 0.54 Horz(TL) -0.02 9 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 82 lb FT = 0 %F, 0%E . x�-,�l.nemtar�;rt�n4�aar�=nosssrswrksaauatt�sms�rassltlleurtrm:ae��.els+arrd¢.tti:her�ptr>,r�:a�:�tetrE:+m¢r�,smte:,tnln�jD¢c;w�t3FnmrlPt�,am,rttettmusamtert�e�ke�ts„�����r�tfaxeau,¢t, viSl:ta:�np::es ssx,NaeiMfitl6PRSr nKi rstranh:'cfskpuea la„ytralry me`ts nLmtspl6dresrtussnsseptcre.Rep:thu'astieq+setii;;rpmP.derf¢6t[edpdUtsiarNbast e•.pitNmf tllONt,¢[a lild. iieNsrdtm:.°sw lsslsp ecrfns,tzq@fry Anthony T. Tombo M P.E. aim Ott' rnsslaw W€14ft6WpssatryI d:0.xn,0:E.¢fsm�irsdrprdat, rr lapdenrye,ictaeumdNs7f,MC;piMircdW4"p h'9 iRL Tnyrrt,ddfi'IN I atUdf lRe sLrcr�uyS��Nrctq a<.IsF.¢aa •d4� �s6vL'le rxr+prcu6:spd # 80083 ' 8e tn`.tiapbeA.cm9[ssaKu 39m'etsdWkRt I70¢{fx pratem¢[p4e5stsartteratlapOsp¢tmfd:l''sCiett(SPp,tiis5jllpSPlmdSl3mider ,�Bt!rcpssrnlguda x. ttLt 3t?rces ke te;p¢astrSGssmfifestttincs5mpr:r,rrn t�igc [epsm ¢lircabtrnfianeemins 4451 St. Lude Blvd, p }3leitt AdVelSj6IF�iY.I KS�4Fina!tgpi!tflltYieszsdrPL ihTms Rtdpitowa A61 It W041 Ullr3:,armlSpYmEtpima del 100I. A„¢ps zed:rsssmmdfeN e!lfEp. Fort Pierre, FL 34946 (opyripbi4?2016A-1Rod bases-Ambetyl.lombaIII, P.L Reprodudionaltbisdatnmeat,inaayfain;isprabibited�ilboali6ewsitienpermissianfrom A-1Roof iraats-Am6enyMom6oIII, P.E Job Truss Truss Type City Ply Std Pac/6812 EL B A0186386 XCAS6812DM2E FL33B Floor 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 Feb 20 13:06:07 2017 Page 1 ID:oru4FaloNFsQPAOQ8TIquFzV4Xj-izy8payEbiW PWxjgOwzj?Q9zC9mKNgDglEdj30zjFNk 0-4-8 1-3-0�, 2-6-0 1 2-3-12 2-0-0 , 2-4-8 2-6-0 Q 3 Dead Load DeB. = 1116 in 1.5x4 II 1.5x4 II 4x6 II 3x3 = 3x3 = 1.5x4 11 1.5x4 11 3x3 = 3x3 = 4x6 11 1 2 3 4 5 6 7 8 9 10 16 17 15 18 14 19 13 20 12 21 11 1.5x4 11 4x6 = 3x3 = 30 = 4x6 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 889/0-4-0 (min.0-1-8) 10 = 889/0-3-0 (min. 0-1-8) Max Grav 1 = 889(LC 1) 10 = 889(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-763/0, 2-3=-760/0, 3-4=-760/0, 4-5=-2123/0, 5-6=-2123/0, 6-7=-2123/0, 7-8=-762/0, 8-9=-762/0, 9-10=-764/0 BOT CHORD 15-18=0/1693, 14-18=0/1693, 14-19=0/2123, 13-19=0/2123, 13-20=0/1693, 12-20=0/1693 WEBS 1-15=0/1117, 10-12=0/1120, 5-14=-264/34, 6-13=-258/35, 4-15=-1088/0, 4-14=0/660, 7-12=-1087/0, 7-13=0/655 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .4 CSI. DEFL. in (loc) I/deft L/d TIC 0.70 Vert(LL) -0.3712-13 >481 480 BC 0.78 Vert(TL) -0.4712-13 >376 360 WB 0.53 Horz(TL) -0.03 10 n/a n/a Matrix-S 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 84 lb FT = 0%F, 0%E w� nF FlevHrne¢IFrtrt'.tie? 11011 IlLSt3(SfliiP i[r3i(1.7RS 641kPIIlieS (J3?PN'FW(r):lre;d [PSYEti'Isn ledth;ip Ice-.tlxr ut ml r!it n^>;t tort h3!jd..hj[Wj W WAstrl.hzh W; FE lrle , 5.f1dre.:v lslsua�n.l,e ndrl m ee leasdl u�hkasrar(Idrnidlksse(Wrtti4PulerdLAseln;sP:vs6Fm?xiit,fim.q(<;ias;xC:;xlnvFWar Anthony T Tombo III, P.E. M.xA1 sTwnbrwghiku is a, nyns&lq dr. Pner,h Dnds onhdmd,;n;m fit Wlfq P::ga,ule uneddla, Ka, IX.160.1kIrm"A ut ITT L IFs eR�nd d,Ge lPP.etofhN.ce dtlr G.n; i.dstu36rril�. ilsrye,ashCstimul kraal sldile Psrs�.esf fq d . : 80093 ' n,bilizamp.1bacedn.ATKA$Id10ulk[DOuilelrt6-1palmdlkki'iqI;RInIS!(Amnla-IIN PaoPit— 111-lifinsd,rnlnv*ililiaed6:fi,,dMistssOspn,iicnh;ph.urrnal4451St. Lucie Blvd. 'Aarhs tttmdirs(aWod'vehp:u WVt IT 0 Ivies 11A lktn;sDa!pblam Is NDltl<b3(IyOeslFon,nLon9dem hlWa dnFb:llla}Sil aFndtreltwr;mrzddl,el"s illl. FOR Pierce, FL 34946 (0pyright07016 Ad Aoolhasses- AnthonyL Tomb ifl, p.L Itpmdudian ohhis dolumeat, in any form, is prohihited wiThoutthe written pemission from Ad Aaolhassas- Ar,tbonyL Tomba lit, P.F. Job Truss Truss Type city Pac/6812 EL BXCAS6812DM2E FL34 Floor 2 �P71YStda A0186387Reference (optional) 2-" Kun: MUzu s Aug 31 ZU1b rnnt: 6.u2U s Aug 31 2UIb Mi I ek Industries, Inc. Mon Feb 20 13:06:07 2017 Page 1 I D:FJM?bXpxJBWbW8ogQlll UfzJdIJ-izy8payEb WPWxjgOwzj?Q9?39gLNimq I Edj3OzjFNk 1-3-9 2-0-0 1-3-10� Dead Load Defl. = 1/16 in 3x4 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x4 = 1.5x4 11 2 3 4 5 6 7 R 14 15 13 16 12 17 11 18 10 19 9 3x4 3x6 = 1.50 11 1.5x4 11 3x6 = 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014IrP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14 = 913/Mechanical 9 = 913/Mechanical Max Grav 14 = 913(LC 1) 9 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2047/0, 3-4=-2047/0, 4-5=-2226/0, 5-6=-2047/0, 6-7=-2047/0 BOTCHORD 14-15=0/1299, 13-15=0/1299, 13-16=0/2226, 12-16=0/2226, 12-17=0/2226, 11-17=0/2226, 11-18=0/2226, 10-18=0/2226, 10-19=0/1299, 9-19=0/1299 WEBS 2-14=-1516/0, 2-13=01873, 3-13=-253/17, 4-13=-496/166, 7-9=-1516/0, 7-10=0/873, 6-10=-253/17, 5-10=-496/166 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. CSI. DEFL. in (loc) I/defl L/d TC 0.51 Vert(LL) -0.33 9-10 >552 480 BC 0.52 Vert(TL) -0.44 9-10 >417 360 WB 0.43 Horz(TL) 0.04 9 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0%F, 0%E .. liv;<eq•Nenra+mkrba'LI P73!nA3S6riEUa'y P9tis[IEC!!18l6h'.�Is I[:i€fftiTajA[rg9k'Mn, raid lrcetlxssns,s adriwvts:,wlXs rms[:dleanui{lrt,wln:3s6an1.IemaO,tiUlntw s4nle[We ne. diiu ibnr:,a fked was it0, se7 Yi:'elnmdxr:YsssM..lsrsNMba ID[nls nGl 4stlrosscs�stP Ft{4w a„laalry[ginxgMna wsrrTGGrmtsrk!wuyPoMtezb:Ftbsresdsq�besr'sr;r>tns3i'uykbeesdpdSnmplxLnsi!piddwpaiMah,aln lltd. iuhs ldtsaap!; IrstqusiLas,sxh6'�.3; Anthony T. Tombo IN, P.E. 34946 ardntdnif GttfMni9ldalubifi(wfdi'did(H�1na,"l(:�Yttf[dbJ4rilWNQC!£'�atS�,a,6eslnda±ur,alwmCelrrd li6gnL•seiffl. Tugptrddtftl:GMwl SxNreda!°liss..uaugssdvl.sufgyaadmsealhaa{SkcltF: tiensyst!ni31t "60Q83 ' aelrP.fis:itApn nlfiebrhr.4rsres snutGt6llYJal6trw:tusrrtl�3!usna{tnk+'J".,1&cpmdsd±i�'asaDnd(SPldltixNsiiNcl SR'tm,d renitml Igsfhue, tiYl MvssMngn::M1asnllfinfftei:rss6si�se,lns: tkrs [Flbear clFrtasRclaCnsenless 4451 $t.00836ivd. aI±litinlE:Aldlle[Mwi�3jltlsln b*1n1q!!sr,rghfsnin!td niiniftt rIeftvi; fill ;# W101WPw,a Tm SlglaFiyrsendnTtaoal, t: a7a€�,dsnasmuls±nahl&I. Fort Pierce, ciI'L Blvd. u ri N02016A-1Wfliums-Anihna I.IemboIII,P.L i±todutiond1hisdaeumeabinan 1_Im,is mhibitedQhanl]beWrittea ermissionfromA-ItoalUases-Amhe± 1.Tec6oIII,P.E PY sx Y P Y' P P Y Job Truss Truss Type QtY PIY Pac/6812 EL B A0186388 XCAS6812DM2E FL35 Floor 3 1 �Std Job Reference (optional) A rcooi i russes, rort nerve, rL a4U40, uesvynwua i u uaa.wm 2�� ca Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:0B 2017 Page 1 ID:oru4FaloNFsQPAOQBTIquFzV4Xj-A9W W 1 wzsM0eG751sydUyXeh6YZ9t64wzXuMHbSzjFNj 1-8-4d I — 2=0-0I i 1-8-7� Dead Load Defi. = 114 in 3x6 = 4x6 = 3x6 = 3x6 FP-- 46 = 1 2 3 4 5 6 7 8 9 10 11 II 11 IMR-mi..�' W�I \ . . �,.,�' .. 20 21 19 22 18 17 23 16 24 15 25 14 26 13 3x6 "= 4x6 = 3x8 MT20HS FP-- 3x3 = 30 = 4x6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1276/Mechanical 20 = 1276/Mechanical Max Grav 12 = 1276(LC 1) 20 = 1276(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3264/0, 3-4=-3264/0, 4-5=-4369/0, 5-6=-4369/0, 6-7=-4369/0, 7-8=-3264/0, 8-9=-3264/0, 9-10=-3264/0 BOT CHORD 20-21 =0/1 896, 19-21 =0/1 896, 19-22=0/4100, 18-22=0/4100, 17-18=0/4100, 17-23=0141 00, 16-23=0/4100, 16-24=0/4369, 15-24=0/4369, 15-25=0/4100, 14-25=0/4100, 14-26=0/4100, 13-26=0/4100, 13-27=0/1896, 12-27=0/1896 WEBS 5-16=-277/15, 6-15=-276/15, 2-20=-2213/0, 2-19=0/1597, 3-19=-282/0, 4-19=-969/0, 4-16=-103/728, 10-12=-2213/0, 10-13=0/1597, 9-13=-281/0, 7-13=-969/0, 7-15=-103/727 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 10-8-4 11-9-12 CSI. DEFL- in (loc) I/deft L/d TC 0.79 Vert(LL) -0.3312-13 >766 480 BC 0.63 Vert(TL) -0.5115-16 >496 360 WB 0.76 Horz(TL) 0.09 12 n/a n/a Matrix-S 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 27 12 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 113 Ib FT = O%F, 0%E Svrsq•Mena rayAp f14" A.]i.15r1i0335N11Er� OOtEi(tySL ral.lrieerrexe7xadveetadasn NIT- !!W" rnbpg0(lj wl±l 'gl.hrxalib1m. A'd kW ne Rxn';svwe oviat# "10,011 Yi(aAeaavniarpEFes ssclle±sedtn 6elDi'bhnl;i.!}t?•rss.KinE44m Anthony T. Tombo Ily RE, eednedN}(ncslxu.S,d¢aptrma;pttsi2id.4dv.aN,p:Cetftratevua2v;vdNrle6x.Fraphslrm,(ersev§entdNa.1(,0.t R:vdwly dl .Ay,raxbift i.l'vepptrddliel',AMary ax(Ss,x(1eLrL3iainpSmdinr.dereg,shraaive mdheryfMi6e ktuy¢}ikipd t 80083 ' tvlsrtirlre;yu avd kspu:vr, FOanutdnt■ftePe¢6bepvxtus ¢e mis`nasdfetYatd±.7(a mddddf timaeAsr}5[Ip4lulylp iflavd 59;Le¢rdertec+dtmpcasmI'mi—,44515t. Lude Blvd. ;,.twain dsrnairya(n:rl�edgetbndopt!dtpeaa}�d!r41a1■}r�i}iy1(Ip�MY�:k51.pI rlGlLp (1Sitry+,r: r<Tf}SjY(e411pRlNCI¢)kf%iCj.%7tIrIN'Stdf£�¢:4tUdite(ellfli. Fort Pierce, FL 34946 CopyrigLl�!iDIAA-Itoatit±ssrs-Anit+±yl.lamSolll,p,L i±pradudiandihisdocumentinany rnm,ispmhbiled•aAanll6e.sieenpermissioef=A-1 Rod Tresses-Ambeayl,Tomb 111:p.E. Jab Truss --j Truss Type QtY Ply Std Pac/6812 EL B XCAS6812DM2E FL35A Floor 2 1 A0186389 Job Reference (optional) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:09 2017 Page 1 ID:oru4Fa IoN FsQPAOQ8Tlqu FzV4Xj-eM4vEGzU7Jm71Ft3WL?B4rEGIzUorV06mY6g7uzjFNi 1 84 2r -0 0 1-8-12 0A0 Dead Load Deft. = 114 in 3x6 = 4x6 = 3x6 = 3x6 FP= 1 2 3 T� 4 5 6 7 8 9 I 4x6 = 9 10 3x6 = 11 wI� 00,00A 20 22 19 23 18 17 24 16 25 15 26 14 27 13 28 9 3x6:*':: 4x6 = 3x8 MT20HS FP-- 3x3 = 3x3 = 46 = 3x8 = 10-84 11-9-12 7-9-0 9-6-12 9A 4 11-8-0 13-8-0 21-8-0 7-9-0 1-9-12 0-1-8 1-0-0 11 1-10-4 8-0-0 1-0-0 0-1-8 Offsets (X,Y)— f1:Edge,0-0-121, f12:0-3-8.Edael. f13:0-1-8.Edge1 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014[TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 or purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 20 = 1285/Mechanical 12 = 1271/0-3-8 (min. 0-1-8) Max Grav 20 = 1285(LC 1) 12 = 1271(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3295/0, 34=-3295/0, 4-5=-4432/0, 5-6=-4432/0, 6-7=-4432/0, 7-8=-3348/0, 8-9=-3348/0, 9-10=-3348/0 BOT CHORD 2a-22=0/1911, 19-22=0/1911, 19-23=0/4144, 18-23=0/4144, 17-18=0/4144, 17-24=0/4144, 16-24=014144, 16-25=0/4432, 15-25=0/4432, 15-26=0/4175, 14-26=0/4175, 14-27=0/4175, 13-27=014175, 13-28=0/1988, 12-28=0/1988 WEBS 5-16=-282/12, 6-15=-271/17, 2-20=-2230/0, 2-19=0/1615, 3-19=-282/0, 4-19=-985/0, 4-16=-911749, 10-1 2=-2282/0, 10-13=0/1 587, 9-13=-281/0, 7-13=-959/0, 7-15=-1191718 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. CSL DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.82 Vert(LL) -0.3612-13 >721 480 MT20 244/190 BC 0.65 Vert(TL) -0.5315-16 >483 360 MT20HS 187/143 WB 0.77 Horz(TL) 0.09 12 n/a n/a Matrix-S Weight: 117 Ib FT = 0%F, 0%E 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ... .... Fsr�{•fknrsarayVl rarisxna'9d135Cl1AlS:'>($EDD"e&FDsl i.tR)itDi2li�€SiF11C41('f9!R'jSCSA7F.iCEYfAi'hm.rni{kc�prrz�srsad![etaiesaLU irtnC:.tgEmuiiICNNCaSFfispl.lwiv0,t£Uh,ean ArnkF�ent. tCsas �;�m skrcl ate R6,alt fli:'elsrrcatx{I#ssk'kaad7n5c@"dkntd4a4 ss:anpEgtres„'.lsalryianro@s srEgq(7G4mrar3saxnrpsdl5rdq:nd!�anrfa{rn.?'.k/xlrslpttfis!iv;Hl,ns ipaNmUaCiDah,s�n ma. ryrtannnxa.:,xa{m�ras,sm al Anthony T. Tombo llf, P.E. sednas!Pdsinsslrcsgtn>err,{aniund�7aeer,6et�euiohnitds=rivna6a3g1niyuym6nmmlahll(,¢tef6etad txtu{;etr ad iEll. FxyrarrldMlQaia{5el€reddt`m!,.¢xiiy5�.xystau{e,k!b[cuosCkeeq sleLie r>ora!xa Ai'sr #60083 ' 3t Eatis{--WsiF!sal4entt3r 19mssded6da N.0uplas naFlOuse. WQg6{en;5de'{k:rcasAa SDhl4lisf 5y!.Hu[Sia and!netefln{assI N'm T91 Mikes 2uu{ns63Gssailinin IftkimlNup" b.Czta kp.w?- ksaJntwxalns 4451 St. 5 Ucle Blvd. 4-1. e4S{sta#r3ogeelganxmigtlrGlasaes*.,dui@AsnfarophfuxnRol fites7s{:�s€rr,orasslilmUfen!doriMiy.4:�d>",elnm:ma:6leddllbl, Fort Pierce, FL 34946 EaPnigil02016A-1Aoofirasus-Amhucyl.lombo111,P.E lepmdud;owofibisdammeatinouyLm,isprobibiledriihouslhe.rillmpermissiaofromA-ltoolTrusses-Adboeyl.leirboIII,P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186390 XCAS6812DM2E FLA01 Floor 2 1 Job Reference (optional) 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 Feb 20 13:06:09 2017 Page 1 ID:FJM?bXpxJBWbWBogQll I UfzJdIJ-eM4vEGzU7Jm71Ft3WL?B4rEImzTYrdr6mY6g7uzjFNi 1-9-0 J 2-0-0 1-10-12 1 1 1-9-6 i 2-6-0 1.5x4 11 3x3 = 1 2 1.5x4 11 3x4 = 3 3x3 = 4 5 yv1 4 1 12 10 13 9 14 A l l 1- 11 a 15 7 qi A= 3x3 = 3x6 = 5-10-12 LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 30 TC 0.69 Vert(LL) 0.07 8-9 >999 480 MT20 2441190 TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(TL) 0.11 8-9 >636 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight: 53 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1084/0-6-0 (min. 0-1-8) 11 = 168/Mechanical Max Uplift 11 = -91(LC 19) Max Grav 8 = 1084(LC 1) 11 = 297(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/369, 3-4=0/1062, 4-5=0/1062 BOT CHORD 11-12=-369/272,10-12=-369/272, 10-13=-369/272, 9-13=-369/272, 9-14=-369/272, 8-14=-369/272, 8-15=-527/0, 7-15=-527/0 WEBS 2-11=-323/438, 3-8=-1065/0, 5-7=0/583, 5-8=-834/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 11. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard - Meml•Atns'essd�;Nlusftt'41t)5E1t9S4irSEtirS'y EEq7tt't4:1tU%'ik715ItS1Elt(d'RO'JS(tA'9Riy63S�I�hla, tell t'm4q''st*:a Mird'ah Yrs1 JNP,QI pyYES SN':p3tedhtfitlDFbpila letr.+tfi:t�Eymlet{.t,t(K3hr 5jlwi oat teL'NNJ1Gtnt!eln':NT.et}t izlitFe�iltAtE i"Olaq.' mh' Wolpetlit tie;lll srt,part.114 WI,�s<IrtlL rwesl�ets�r�:,rel*=r, rc is=.halo( Anthony T. Tombo III, P.E. ti adnexWsrnnSuser4alryu�re.�eutur(x�2Nrc,deGaeFs sd uritpeletde tx is;9esipx,itrut utr'Be U, et4;aldllt�aK3n;:e tabiEll.lnyrret!Sw'Bt1;�ai Nl �eNrxd3e:ns4 Ctiitji oskdarygs<b[caNrdkaC-; sS¢Ilisgrttyta.ISr;ef� #80063 Ae MAtlEesi;ut¢mJ(erdlm'er.}!tN'essnMmtat S;6eethenat„Ne#Klmittatsdpe tatd�t(talmeC.St! IafatsasaaiUS�p4lnitdtS ttlNd SY.fmrehltn fas(ruzlq>iLnct lYt lritesitnsr ss t:Rfsul Alead&t inaAtsl;nr; 7ne Pssie (y�ctes of irtss kwAsC±ser,taless I 44515t. Lu ie Blvd, tSntisexAettSltte:xraartu�N r,*ra.,Itr errmN ,a,ra. rtehns :slyE tt�i: aals<enattleNls»<,nr�Nsp;m EtyNetmuta�:a�;. ,, c� :�elmr:atad ed�Erdl. Fart Pierce, FL 34946 zt Lnpyrip6102016A-Ilodbusses-AnlbetylAmboIII, Pi. iepmduttionofl6isdommeottinunyEtlm,isprakbittd.itboutt6tWritten permissionimmUInilmsses•AnA nyl.Im.&Ilt,P.L Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FLA02 Floor 2 1 �Std A0186391 Job Reference (optional) Al Koor I russes, ron vierce, rL ovavo, aesrgnLaiuuss.com 1.5x4 II 3x3 = 1 2 Run: 8.020 s Aug 312016 Pdnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:10 2017 Page 1 ID:FJM?bXpxJB WbW8ogQlllUfzJdIJ-6YeHSc_6udu_NPSF32WQd3nPvMgya5jG?CrOfLzjFNh 1-10-12 1-1-3 i 2-6-0 1.5x4 II 3x4 = 3 3x3 = 4 5 1.5x4 II 6 1 NIi2/!IV �r t...... ........ ..... .. 11 12 10 13 1.5x4 II 3x3 = 14 a 15 1 1.5x4 II 3x6 = 7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) 0.06 8-9 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.59 Vert(TL) 0.09 8-9 >763 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight: 50 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8 = 946/0-6-0 (min. 0-1-8) 11 = 223/Mechanical Max Uplift 11 = -49(LC 19) Max Grav 8 = 946(LC 1) 11 = 315(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/268, 3-4=0/860, 4-5=0/860 BOTCHORD 11-12=-268/317, 10-12=-268/317, 10-13=-268/317, 9-13=-268/317, 9-14=-268/317, 8-14=-268/317, 8-15=-524/0, 7-15=-524/0 WEBS 2-11=-378/318, 3-8=-908/0, 5-7=0/580, 5-8=-624/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 11. 5) This truss has been designed for a moving concentrated load of 200.0115 live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Rtreal•rkna:�amst!)ana fte'07PirItOSS'>rifl!!YyRA ri rCW-11{0MMISMICA0!Q111103,rPRBI'No.road-tim'nt) uAtmnnN Piro oghnW.r. M14it nGA AnthonyAT. Tombo I1-1 P.E. wet ON$lnnlo) �Re�axk;K'3R:Wdar,dIi.q.; #80083 ' aalo°{uy dvuracw!{nattffir. ANanasdaat®@afybartais)r:esas{daAahn ithe�llyGoymaaSs±r{rattsrievAaSr7pUnhdk7l{Ied SN.laeadintadfararalyal'u;e, lildlairzes3aoa)ox;aasY,ontk�etrtnvL oPatepF.r: rrota C:isn taPosa�{`nn N4uMitrsttns 44515t. Lade Blvd. it{taiUhlVtd Sf i rE9'.Y.71�Nr gn4es iagglNyaanaohld 7$t I?nS 6lsigarl;assis NPI NI {eea1B'Pfa 3K.ba raaffSnit92SYnN aI� Ie1.{Ilj, i..411i31PI1£IGS afI aS Ot.at{$t IIE i. Fort Pierce, FL 34446 topyrigbl02616 Ad Aoafitessei-Anlbanyl.lombo ill, E6 ttprodafm ofthis domment, in any ream, is prahihitedQhout Ito vrhtw peamissionSomA-1 hof Tram-Amhanyl. Tomb 1111p.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186392 XCAS6812DM2E FLA03 Floor 2 1 Job Reference (optional) Al t<ooT trusses, rorg Merce, rt_ 3fW40, aesiynkWa Iuuss.u,ne , 1-9-0 s r i 1.5x4 11 3x3 = 1 2 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:10 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-6YeHSc 6udu_NPSF32WQd3nSTMk9a_hG?CrOfLzjFNh , 1-10-12 J , 1-54 3 3x3 = 1.5x4 II 4 4x4 = 5 �� I W2 .._.._.... ---......................... 11 12 10 13 9 3x4 14 15 7 6 = = 1.5x4 II 5x6 3x3 = 3x6 I[ LOADING (pst) SPACING- 2-0-0 CS'' DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TIC0.76 Vert(LL) -0.06 10-11 >999 480 TCDL 15.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.10 10-11 >700 360 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS. (lb/size) 8 = 1364/0-6-0 (min. 0-1-8) 11 = 149/Mechanical Max Uplift 11 = -92(LC 4) Max Grav 8 = 1364(LC 1) 11 = 290(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/353, 3-4=0/1149 BOT CHORD 11-12=-353/262, 10-12=-353/262, 10-13=-353/262, 9-13=-353/262, 9-14=-357/261, 8-14=-356/261, 8-15=-1149/0, 7-15=-1149/0 WEBS 3-9=0/254, 4-8=-971/0, 2-11=-311/421, 3-8=-1212/0, 4-7=0/1425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 11. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-11=-10, 1-5=-110 Concentrated Loads (lb) Vert: 6=-600 PLATES GRIP MT20 2441190 Weight: 45 lb FT = 0%F, 0%E ..... .... Ati..:eg.fltlSe.e(rxy lg (TNi fte'tI tJJ'1(�SS:it aEll "p gtt[g1(:¢V.}6tUk IlY�i$1k31i`�S ».Ii'I:iCti'JAi:'9�3! �(HR. gEigrtte{egPR`R:HSRdltetk3f3;MtYi itelibtSigt;(i;Rg IQFI MlI{l ifISEM1.itGikli(,rf. gtittlBt4 Sg!t/1t(trt i5l. ttY!iIt 9MJItMtt all 1G4, all Sa':eg eoae:lat gi.•n Os7NntMGtIC.e'st sicd gstL ssStsM Fe,meny"u,Sgecelgigna o»s ttu tecrylCDreprrsrxfazitptst;tmR!it'et �tl ery!tt�iryrty»s3iteftn htlesipedtn si:gltLnitgtdegmten0utr,rsht lFN. ratsiytesis7ti.s,laY.`q xct4rc;u7dii7; Anthony T. Tombo 119, P.E. zdeseY6lirasiMartritagit.:.rrpa•.0 agdegecsetr.etc.,ersa�r+vatgtat!ar>:.utg�ei !,��t m�m>Idsu, e:clwr dt.:ecg::4,uvlLTuygreddnet «tagstu td�t ..t. t: gs-r-a�g.snrg!,= imaaaaa ,sseceer�t Isoaasr: git # 90083 »e tNtug gesigrcaslfttnu»r. t/aces selutraBe Pbet6lgra<tusctg-d!:nes�titE tta36ag;a!t; SatcY tmcrr�ea iW gs#IisWlrG ma SG6 ete ifireectafugcscalgidm't, iid ts:ues4e restsesit rtsiteli:�asfhe Fass»esr;.sr, cross R!c5v [rt'aierat?rtssMahorrer,estess 4451 St. Lucie Blvd. rsnbatfeedsett aa�dgtb.,ugtrerg essdett€tet: soei ge anxalA•k,vges;gr, rnisfneatg;nr,�gaat�r.:5g adrec;enect dat(bt. Fort Pierce, FL 34946 tapyrigbI020I6UInfliosses-Aalha¢yl.lomhoIII, P,Elieprodudioaabbisdatnmaat!inany teem,isprohEbittilQhawlthe atilunlarmissitthamA-1PoaSTmsses-Aalheayl.la¢hoIII: P.L Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E FLA04 Floor 2 1 �Std A0186393 Job Reference (optional) — RUUI 1IUJJCJ, f'..' rIGII:C, — J U'o' Uvwgll(lWd III UJS.[:UIII 1 1-9-0 f 1.5x4 II 3x3 = 1 2 9 3x6 11 2-0-0 Kun: B.ULU s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:11 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-bkCffy?kfx0r_Z1 Rdm2f9GJiomBVJYNPDsbxCnzjFNg 2-0-0 1 14-13 1.5x4 II 3 3x3 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC0.40 Vert(LL) -0.07 6-7 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.11 6-7 >653 360 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/fP12007 Matrix-S Weight: 38 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural woad sheathing directly applied or 5-7-13 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 831/0-6-0 (min. 0-1-8) 9 = 440/Mechanical Max Grav 5 = 831(LC 1) 9 = 440(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-678/0 BOT CHORD 9-1 0=0/678, 8-1 0=0/678, 8-11 =0/678, 7-11=01678, 7-12=0/678, 6-12=0/678 WEBS 3-7=0/331, 2-9=-794/0, 3-0=-847/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-9=-10, 1-4=-110 Concentrated Loads (Ib) Vert: 6=-600 Zt AnthonyT.TomboIII,P.E. «8008arlm!aryCl;y.ecdlssbrer anrssns+.isdlfJDelheyrxtusel�#bsesstiiet�tdlgGra Sd>!tb.#smmltSP,plfisaslESil!mdSklaelehlreG�+imfsu!el; foe. t4!ds?mrsMregarlt is rslitias>!_kltnssDmpytr,aDr ataycws!'snsu. gemlx�tss 445t St. Lude Blvd, ehC,dlt¢td 4r{rrftd4"l4jft®tiiipylytAritJ1t31i{!tL4SlI!53fDt5iAFlyhH'11 R31IftrU1,101cp". rt all'up E[jRtlf itPl lA`tn/ k4myf""WIcmlill 0 MW Mf&L Fort Pierce, FL 34946 CopyrighftZ'21116A-IRoolltesscs-Ambnayl.InmbolC,P.E iepmdauiondihisdotumem,incoylarm,ispmhlhited.abovfthecrmtopermissiochomA-Iloailnsses-Amhenyl.locho114P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186394 XCAS6812DM2E HA Diagonal Hip Girder 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 312016 MiTek Industries, Inc. Mon Feb 20 13:06:12 2017 Page 1 ID:FJM?bXpxJB WhWBogQIIIUfzJdIJ-3xml slONQE8hcjceBTZuiUsuAAan22nZSW KUkDzjFNf 1-10-10 1-11-5 3-6-6 r 1-10-10 1-11-5 1-7-1 1.5x4 II 0- -0 1-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.03 7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MR Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-6 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) 4 = 85/Mechanical 2 = 293/0-10-9 (min.0-1-8) 5 = 25/Mechanical Max Horz 2 = 91(LC 4) Max Uplift 4 = -59(LC 8) 2 = -287(LC 4) 5 = -7(LC 8) Max Grav 4 = 85(LC 27) 2 = 293(LC 1) 5 = 37(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/54 BOT CHORD 2-8=-79/295 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 4, 287lb uplift at joint 2 and 7 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 Ib down and 54 lb up at 1-4-9, and 81 lb down and 54 Ib up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 8-10=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 12=62(F=31, B=31) ttrartry-FlnvBenes!¢seewr 5e'1d IC:; rlmS`SrSEIS11 RK3ll 1445s1]%PYC9S NStnYy'IL13"}2rCECae.[CeYE%Tbrn Turfremppn9-4 Mrl metomitGm CetisraMr PCCjailYe 45grfuk m,tL IdznaSW!tebre ru. rdeu tat-iu,'da m a, im,a( wtstcM:erFlats itmteatil*2,MoterdzAs. rrc,uuRr,ra!sf.14'M4ftp: a: sad n,qrn;tRmmtmMgmrrdryt,asmpdeemist r,n;hpW, at INWr,e%toin Nftvp—yue,,lwiatml%wt,mddar AnthonyT.TomboIII, P.E. tNaedsxsLnt Wrn7Gitfas It tte inpntntigdpx Owsr., traCndtraiwad gmnM:Li!rMs O:rge,b9<Mrledd6:R(.&r lH eelfYloMlirYiastrH rzllNr. fleeysnsrldhrNhur Ifiellnrd.tlrrnts; bderiylndbr, tlwese,btbaermnr buns ttt4le4x Mesrarsairyd 4-80083 Ihld!fMsU:s�>re.txarsmrasr.2rtedMsdrdbbsToetrlrMrMnas:rlp,r:resmYltFderur<p+Mlsdeglderndanp(sgrds:unrfnrrastu�erdntrMow:pydpifene.tnu:e<:nsM:rM:,mlaesrran:la:dn:tMs.ashes,rMssoniptYreMrdlnssYn=haMet,otbss'. 4451St.LucieBlvd. MnelAierxmrtrl(r[n�tpteleprhnt lre➢mi. Merhes.lnW.Ding GyMti,Win,t:!IlyOulssa,rrLr¢Stdea 1.1wn V.,gh!1'ms. NMsudCeji—n: rt ddrtl.M- Fort Pierce, FL 34946 Copyright 09816 Ad Paofrruss2s-Anthony T. Tamholfl,P.E. Reprododian ofthis dommani, in any form, is prohMed withoutthe written permission from A -I Pool hossas- Aathaayl. Taillia W, P.I. Job Truss Truss Type Qty Ply Pac/6812 EL B XCAS6812DM2E HJ3L Diagonal Hip Girder 4 1 �Std A0186395 Job Reference (optional) ..w! uuaa ,run ncux, r� JYtlYO, OCJIlJl1((Ld IINSS.rAm Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:13 2017 Page 1 ID:FJM?bXpxJBWbWBogQlll UfzJdIJ-X7JP4d0?BYGYEsAg1B47EhP3wavtnV 1 ihA42GfzjFNe 3-0-0 2.83 F12 3x4 = 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) 0.02 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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) 2 = 268/0-10-15 (min. 0-1-8) 4 = 71/Mechanical Max Horz 2 = 79(LC 4) Max Uplift 2 = -277(LC 4) 4 = -82(LC 5) Max Grav 2 = 268(LC 1) 4 = 87(LC 27) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 2 and 82 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 54 lb up at 14-9, and 70 lb down and 54 lb up at 14-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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: 8=62(F=31, B=31) Si tht-nev Rlnrykhrzritx 6!'1.1191f TILKS5; U p511311 TIMS8DDIRCISIDSICII rMD'} ZKOIRIKILIVIm. Idl Mit, iv-* A.1 M, sM rnt,NiI,OvijiIOCjW Re hbgT. IWa ILI, tf. IAm. Slni tdxe.v. Wt. M.InnAe1m 6e 1CD,nl( IftTatl ldlnss4zfli"'utRtINIsItntiisI;; sD=bimsIu,51udslEth:nFRlsMnsgMtgnmsmsMtaeARs(rA:,iudeslhxfo�l��cuaD:rytr,Re4cpltmcmyR1—hi daIk:TDDed( ,nits hupnunryn:.Witt.'Out,uRlster . AnthonyT.TomboIII, P.E. al.,ldn;suaslnagai73x.unlnlprsR:lrtderD.lR,r,undlsatsd,ltglxnnll�u�D:s:pe,hRlugNdlitOLRlfHd&Inli�iiligoL>nfRld. R4eR:nddlielDDalo(filldne!!RISrRl;hdeC�knlTm3,flpgthfl!"eGwniFnne9dlkRen�lnr.7etd 80083 Zt Itl llDrmDDlSlpxat 6filAlr.1Rlct!l S4IIdhYC1DD nI RttliCiffinl tiidmShcSe1tO7itGrynnlS#htdn6ltnojllSlltdDdt/t(IR IIDSOa Ctldtlltnl l%paYd tdln:f. TNliefilNRl ngmHfJidtti ml hfindRlTnliDlflDlR,TRSSD!!ip(iD'inNt!llnilNndlmnl,nln!'. eReixlslktxttOtr! (xnxtlpzNgn R nRn tTapRin mlhld. tte rn, Oedel tetma R lD[RetaDtnp Dlnpls,erulu stna atman a!lgenillhg. ztl ntednlf.aas In n adsntamt. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 (aprrigAT97O16AdRDaiUDisas-ADthDIryi.IDmODiII,P.E ReproduniavDlthisdauman,,inoolfolm,ispro6iEitadwithout the minenpernissianhOmAJADa1LDsses-Ari6DDpI.TamlDIII, P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186396 XCAS6812DM2E HJ4 Diagonal Hip Girder 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 312016 MiTek Industries, Inc. Mon Feb 20 13:06:14 2017 Page 1 ID:FJM?bXpxJBWbW8ogQIllUfzJdIJ-?JtnHzi dysOPs0101ubMnvxAD_CW WyHsvgpbp6zjFNd -1-10-10 1-6� 1-11-$ 3-9-4 5-10-11 1-10-10 1-6-6 0-5-0 1-9-15 2-1-7 3x4 = 1-11-5 5-10-11 Dead Load Defl. = 1/16 in 0 o_ � o en N 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 0.58 Vert(LL) 0.15 5-6 >474 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.19 5-6 >367 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 OTHERS 2x2 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 guide. REACTIONS. (lb/size) 4 = 167/Mechanical 2 = 38210-10-15 (min. 0-1-8) 5 = 75/Mechanical Max Horz 2 = 126(LC 4) Max Uplift 4 = -179(LC 8) 2 = -368(LC 4) 5 = -76(LC 8) Max Grav 4 = 167(LC 1) 2 = 426(LC 20) 5 = 256(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-687/325 BOT CHORD 2-14=-114/270, 2-15=-375/652, 8-15=-375/652 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) 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. 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 179 lb uplift at joint 4, 368 lb uplift at joint 2 and 76 Ib uplift at joint 5. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 91 lb up at 4-2-8, and 97 lb down and 91 lb up at 4-2-8 on top chord, and 81 lb down and 54 lb up at 1-1-6, 81 lb down and 54 lb up at 1-1-6, and 16 Ib down and 54 lb up at 4-2-8, and 16 lb down and 54 Ib up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is.the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 8-10=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 12=62(F=31, B=31) 17=-10(F=-5, B=-5) aeaiey-flsretteneq!¢re.Kt lte'1�1ItIGF 71M�9;'SPSJ^SEY3Rt 1.Rtk56:b%UlnOpiiG1'04�fftf2'13gi[GA[fI�SYFkTtxn fe:klletipp;mdirt.dnil edernd's freer @e,it.Urtr'vp{IFi,�adtle let 1T.6ch m:Pt. tekna;e SSertAa�e m_Geliss etn.in sxtelaee FGg,nit MITil6:SldnJltltS Sx{{kefNFuttLTGCNle rd . AS ITrnS GeS!q FIg91:Yi12.,{plelig/FFgli;?!�ptle:slnayF➢". ngttiFnFe9 iG,p1fl[e PFlitjfr.`fiSlliPl tegPoetellgin,�aae6ltq L(te rnigstte4afnye Uni ltp4�bil fia TGPe{Ip,,Eln IRT. TLetsige9>aeptiei, I9RIeteEirtgerGsafeSLM Anthony T. Tornbo b11, P.E. iee rsrct n:shnsWrenptelEtq isee,apirunagatteo.ee;e,c*ee+s omtmeeEe,cnr.,k,Tams G::vrc,�ae unedcrtwu4aelxrcuz, F�tg,Ita3c.�rctFr6t Fte en,ndoilse roarer �feeli.nd6etrns;me,cnpieia,n.esaiMecer:�nikn,; ssdl seaxnspnsiiartpd 80083 ' lieenlrrayo=signalGrSNn. Alleeles zdiel ie U:IDGnrMZPi�re nr�+ieelisesdfixhWl6eryseeetSa!e¢lafnaniur;l(SljpdehltpF."nS RGV cenknne brp�xdyiaaae. tF4lednn fie regns3iliryn eaidtietAl�irosr G:k'*ey Tien �!ipe Fernereel lnss @ceifiGrc<r, edess 4451 St. Lucie Blvd. ennalniaenefhe:«Hones.neopr;evrrulralpnvmwhsG.ThI..roe:nUp. aKOTn,kfbq!)WWn.Tw,s40..lgwm. durbAulmnrado:alns.nerza�idmmL � Fort Pierce, FL 34940 (opyrightD20l6A-lRoofliuss2s-ArthonyLTam50111,?.L Reproduction ofthisdocument,inonyform,isprohibitedwithoolthewritten permission from A-IRaof fusses- Anthony HornhoIII, P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E HJ5 Diagonal Hip Girder 2 1 A0186397 Job Reference (optional) A7 Roof Trusses, Fort Pierce, FL 3494b, design(a)altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:15 2017 Page 1 ID:FJM?bXpxJBW bWSogQlllUfzJd IJ-TWRAVJ2Fi9WGTAKCsc6bK6UMeNVbFNc?8UZ9LYzjFNc 1-10-10 1 6 6 j-11-6 4-7-13 7-0-2 1-10-10 1-6 6 5- 2-8-7 i 2-4-5 1.5x4 II 3x4 = 1-11-6 1-11-6 7-0-2 5-0-12 Plate Offsets (X,Y)— [6:0-1-13,0-1-8) 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 0.54 Vert(LL) 0.11 6-7 >726 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.10 6-7 >846 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/1-1312007 Matrix -MP Weight: 36 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. Except: 10-0-0 oc bracing: 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 150/Mechanical 2 = 429/0-10-15 (min. 0-1-8) 6 = 148/Mechanical Max Horz 2 = 270(LC 4) Max Uplift 4 = -179(LC 4) 2 = -482(LC 4) 6 = -191(LC 4) Max Grav 4 = 150(LC 1) 2 = 429(LC 1) 6 = 175(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-989/931 BOT CHORD 2-9=-1118/995, 7-16=-357/343, 6-16=-357/343 WEBS 3-6=-360/374 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; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; porch left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 4, 482 lb uplift at joint 2 and 191 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 129 lb up at 4-2-8, and 135 lb down and 129 lb up at 4-2-8 on top chord, and 140 lb down and 54 lb up at 1-4-9, 140 lb down and 54 lb up at 1-4-9, and 20 lb down and 54 lb up at 4-2-8, and 20 lb down and 54 lb up at 4-2-8 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, 9-11=-20, 7-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 13=62(F=31, B=31) 16=-10(F=-5, B=-5) a,hy-fltu6tnyllprerk6ellto;'tF5t MUlreFa3lll.TYSeaealaOaiiJSiOY W311Y69[flkYfFTM1n.h:aExigtpna nstnde9suadtinstCniytOrtauylL);WfleAebspy.ythIO:F.F.Ide;n:nSin!hsnt CxtstoMx.Itt9l/mEeL!-0,¢IY kht—'.Ad', sYRhf ll nl CCnk<!d:l. AstTnn a.�hy+rw i-Fy hgtcerTnl snlua)ra7r4slsmsmirlphk an psrsslaltyiansnpre:Yoa:E,thtz 3e/esipeetbe snyk tse�:1<p�tdct M:yO@edp,¢in lyFi. fxitnpT3lopnl,, na p¢le.i siMsrm Anthony T. Tombo II1, P.E. ¢ltss llas'mstu¢piEi4hgisNf rlgnsiolapddxYsm,et CxnCs dti diyeCn Lrz pnifvpgn ante kdedAstsRs,be lx Ilk hail 7fiiligmhiainll. ile eip:¢ela'tielRO¢t¢pfi:il.ud8t rass.hdttiy6mi�. slreye,inhl'eun¢l knnl ni"hoe rt.pinntla(d s80083 Ile Ba'ttre;Uesgxrai hfitatr. AllMes se!ttl it 13:1pC nlBa psochnsnlya;rnestiHekide{(espnnlfa4lryfa®tlaf;i(Sllpol6lhlltl,T; tt559G rtnlau=tth: ya�yt!piltnt. iPFie9itstle nspnskBi9es adb:Attd N�Las9_s:as,isess �vythpitxltitn3sYtte(emrn, mess ! 44515t. Lucie Blvd. tits'Ah3llbLlli(irMii¢If¢RlLpltn Mid �!(til@3NQS I¢fh3l.IP.1ltR�lGM F8pBiHhR:llBeGIlitypeslyasynTnss4shu hpbsele!nyl,Nl©p. 311:cpadhflterasmts de5ttlicn4l. (opyiight020164-I Raollrosses- Ant6oayT. Tombo III, P.E. Repradultioa ofthis domment,in any form, is prohibited withautthe mitten permission from A4 Raoitiones- Anthony 1. loario III, P.E. Fort Fierce, IL 34946 Job Truss Truss Type QtY Pac/6812 EL B A0186398 XCAS6812DM2E HR Diagonal Hip Girder 2 �PIY 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altmss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:16 2017 Page 1 ID:FJM?bXpxJB WbWBogQll I UfzJdIJ-xi?Yif3tTTe75KvPQJdgsK1 Wvnvs_gg8N81it_zjFNb -1-10-10 I-6 6 1-11�5 5-11-0 9-10-1 1- 00-10 1-6 6 5- 3-11-10 3-11-1 LOADING(psf) SPACING- 2-0-0 TILL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BILL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2, B2: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 5 = 183/Mechanical 2 = 600/0-10-9 (min. 0-1-8) 6 = 362/Mechanical Max Horz 2 = 184(LC 4) Max Uplift 5 = -137(LC 8) 2 = -505(LC 4) 6 = -206(LC 8) Max Grav 5 = 183(LC 1) 2 = 600(LC 1) 6 = 362(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1514/1127 BOT CHORD 2-10=-1228/1470,8-10=-254/385, 3-10=-217/362, 8-18=-458/548, 7-18=-458/548 WEBS 4-7=-287/280, 3-7=-588/492 2x4 11 3x4 = CSI. DEFL. in (loc) I/defl Ud TC 0.63 Vert(LL) 0.32 7-8 >370 360 BC 0.56 Vert(TL) -0.42 7-8 >279 240 WB 0.19 Horz(TL) -0.05 6 n/a n/a Matrix -MP 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 137 lb uplift at joint 5, 505 lb uplift at joint 2 and 206 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 91 lb up at 4-2-8, 97 lb down and 91 lb up at 4-2-8, and 104 lb down and 121 lb up at 7-0-7, and 104 Ib down and 121 lb up at 7-0-7 on top chord, and 81 lb down and 54 lb up at 1-4-9, 81 lb down and 54 lb up at 1-4-9, 16 lb down and 54 lb up at 4-2-8, 16 lb down and 54 lb up at 4-2-8, and 30 lb down at 7-0-7, and 30 lb down 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, 10-12=-20, 8-9=-20, 6-8=-20 Concentrated Loads (lb) Vert: 14=62(F=31, B=31) 16=-102(F=-51, B=-51) 18=-10(F=-5, B=-5) 19=-60(F=-30, B=-30) n 1� Dead oad Defl. = 1/4 in 6 n t; N N ri t+l PLATES GRIP MT20 244/190 Weight: 54 lb FT = 0% Wu�nr-Floe n,nryklpresker ne'LI IU�:S ngSSES!ASfj'7,n[C3tt I W5641s0ITINS IUSTOYf"tiFfr)AUK.'Xds4YESP Na. ne Ash.rI. ed"'d-i" O dmn, mo,Wt Olt rm tr does ' Al. lass des.F brwaca,sp,"'4bki,s,n:ssknegmalads."t-1W Frd,srurdn�m xrkgm„at.artt1"gula.Salk Is d,pdxS. me n „ry,,uo ln'-licsq,nn®ry :, k,aak,,,d�,ss, uuetcdt-, Anthony T. Tornbo llI; P.E. 'is—lrtslnnL—yhud:rlsmnspasnury It o., ,me.,ts„d:raemm�n:tnrr�po :Re, i nn,a rnsu a,laadsi�¢kvlrry ds„tttlt. n„n:� da, eo d�e,o s„tn,toss,¢derpk , sip,k,.h ,e,amn+t ,ps,d hnen�asna� l # 8OG83 Ise hilt dtl,sigxesl bYa,der./tle,i,ss,!edi, IhIDC nl7 pabnsnll,s,ln,s,ltkl,iiSer Gcp,enl Sd'¢!is{nrsekun(NSQpsta:s,dl. Tli adSlrkmrefnenedWrpmxil r,id,re. IN eeh„s@,nspnsdlXi,s.16tasdlhirssoesger,T.uDnp, bgMaW lass Gafi�ern,nless: 44515t. Lucie Blvd. ennMn ietmdlp, (xnd e9Kep,g sn ire'I p,:oes hofik ih fan Des!n Fegas,e Is Igitlesxilli,tllalya,,,aLossses„ahph>n of,edhullep. N ¢pudne! bras ne rsdfialw'tsl. � Fort Pierce, FL 34946 Uppight02016AdRodbusses- Anthony T.TamhoIII, P.E. Reprodurfmaphisdomment,inonyfora,isproblitedwithouttheminenperaissionfrom AdRoofhusses-AnthonyLTomhaIII, P.I. Job Truss Truss Type Qty PIY Std Pac/6812 EL B XCAS6812DM2E HJ7C Diagonal Hip Girder 4 1 A0186399 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:17 2017 Page 1 ID: FJM?bXpxJBWbWBogQlllUfzJdIJ-PuZww?4VEnmJU Ub_083PXZIaBAHj9H Ico2FPRzjFNa 1-10-10 1-6-6 1 11-$ 5-10-3 9-10-1 1-10-10 1_ 6-6 5- 3-10-14 3-11-14 3x6 = Sx6 = 3x4 = 1-11-5 1-ti-5 5-10-3 3-10-14 9-10-1 3-11-14 Plate Offsets (X,Y)— [9:0-1-8,0-1-81,[10:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) -0.14 8-9 >830 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.18 8-9 >641 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 48 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-6-15 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 = 127/Mechanical 2 = 584/0-10-15 (min. 0-1-8) 7 = 429/Mechanical Max Horz 2 = 184(LC 4) Max Uplift 5 = -101(LC 4) 2 = -441(LC 4) 7 = -216(LC 8) Max Grav 5 = 127(LC 1) 2 = 923(LC 22) 7 = 982(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2812/718, 3-15=-1827/417, 4-15=-1800/422 BOT CHORD 2-17=-226/801, 2-1 8=-812/270 1, 10-18=-812/2701, 3-10=-3/307, 9-19=-499/1740,8-19=-499/1740, 8-20=-501/1772, 20-21=-501/1772, 7-21=-501/1772 WEBS 8-10=-234/523, 4-8=-31916, 4-7=-1944/549 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 101 lb uplift at joint 5, 441 lb uplift at joint 2 and 216 Its uplift at joint 7. 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, nonconcunrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 51 lb up at 4-2-8, 57 lb down and 51 lb up at 4-2-8, and 104 lb down and 122 lb up at 7-0-7, and 101 lb down and 116 lb up at 7-0-7 on top chord, and 81 lb down and 54 lb up at 14-9, 81 lb down and 54 lb up at 1-4-8, 200 lb down and 141b up at 4-2-8, 200 lb down and 14 lb up at 4-2-8, and 223 lb down and 29 lb up at 7-0-7, and 221 lb down and 25 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Standard Vert: 1-5=-70, 10-12=-20, 6-9=-20 Concentrated Loads (lb) Vert:14=62(F=31, B=31) 16=-100(F=-54, B=-46) 19=-14(F=-7, B=-7)20=-75(F=-40, B=-35) B,nuy-nms, u,RysgaH.r 7�un;inns[s{'stuu rsn3u r!sasecmm�cu:mmd^res7"Imngsr�utrrn:a t�dt t:rpta,.ders„lnd wesm"as u,m e,spun.�yPDr}Imear rrnmr r.rme,ta,r[.r,�sr,a ssrtdxe ru. fictea etu.�s„anrmm:tso.,dr ICA..W pIrinsdlkm,llwxeiWnked�L ls,rmsU:sr,e 6i�r{ie.,5re, dyiFsls;rrl9::sln�t�Ia;rgnsn6msrgnmdhrafrdsrfimdnpa:aiyre,�smi60ry fa;e;lsdgadt6esOSN rrosrlgm lc,helUPm�r.exlnmL rxlsspr>aopaeylrtns ¢dmns.udilmry Anthony T. Tombo III, P.E- 80083 ' Ile telrer gesig 44.tedn. Ned,ssdtd'u MieC nlderrcdiasmi rileMssetNetsdrq Gcgeexl Sahhldneelmn1lsQrdfi!lel Ye rk neStfA re nfennll rrvmdpMexe.Irti eeims rte ngnv3�trin nskmid R:6afs4si;ex,'rcn refin5l nnmilmss Vauh9nn,nlm 4451 St. Lucie Blvd. 9eMsslet�Airo;seemepeedepemaiir dl iamn lnr6k. lha rross Dm:e,[,s�ss is rgre,ssd/nrD.npn, erLsss SsdecGimne'eq basiq. Fg mrndnNtxasmrsddindl¢iisL Fort Pierce, FL 34946 (opyright�lpldA•1RaetLusss AnthooylJomloIII, P.E. Reprodmi000lfbisdommantJoany form, isprohibited withoutthemitten permission from 4-Iloci bosses•Aribooyf.iombeIII, P.F. Job Truss Truss Type Qty Pac/6812 EL B A0186400 XCAS6812DM2E HV16 GABLE 1 Fy 1 �Std Job Reference (optional) Ai Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:18 2017 Page 1 ID:FJM?bXpxJBWbWBogQlll UfzJd1J-u5717L47?4urKe3nXkglxl6nAbarSkORgSnpytzjFNZ 6-10-8 9-1-8 16-0-0 6-10-8 2-3-0 6-10-8 3x4 = 1.5x4 11 3x4 = 4.00 FIT I i� �(V OI O 4x4 i::� 6 4x4 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 0.90 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S Weight: 48 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-11 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 = 370/16-0-0 (min. 0-1-8) 5 = 370/16-0-0 (min. 0-1-8) 6 = 530116-0-0 (min. 0-1-8) Max Horz 1 = -46(LC 13) Max Uplift 1 = -202(LC 8) 5 = -205(LC 9) 6 = -147(LC 8) Max Grav 1 = 370(LC 1) 5 = 370(LC 1) 6 = 530(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-467/568, 2-3=-407/631, 34=-407/631, 4-5=-467/568 BOT CHORD 1-6=-429/381, 5-6=-429/381 WEBS 3-6=-329/380 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) Plates checked for a plus or minus 0 degree rotation about its center. 5. Gable requires continuous bottom chord bearing. 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 202 lb uplift at joint 1, 205 lb uplift at joint 5 and 147 lb uplift at joint 6. LOAD CASE(S) Standard Way 'nilslr trmN.c,iarso-:nuvfs[n[rfen3€ tsmr�rassn:;o-uf[arcnsur [o-:7na.rnatNnr�l� raalttwl,s,;ncs€tsae.yflo-[;rdt:somut�,iart.umlwsuN[dl,:t.an, lxu+ taa ro,�y u':et e+ Mtdt :Ia kt iU H le[U ! ltornas lsht;um(.aftetttl wiamlmrt rtlmtartepilra nerd, dmgarNi:[„tN anladedtapo lit W.Iitlins/Fddofft 30 r,mtnlnt [xtF rFn m [sue mr sg to Anthony T. Tombo IIi, P.E. etedWsfnufanrSr7dia3uAltrpNsat+hs(eCnu,tl:Mxefs tsxnintpWNel Ezim'�esirnl iarxt.Aa`leu,rs¢:atm�lde-�iva:a:e szt[n. ruyPtdast ita ut ar[Nx�,ddenKa+lgd�sadvg.m,q,xsisemc.�[temgsscselrla;,asr td t80083 3a lnAalteupaulrFehFhr_tgsouar idol 1A#T,O¢tt fits.1PVsesMdttwtd.7G,x+�sfda7fiFrnalsvtEtfhraEtisL>Qk1 Neaf S9tt mt tFhieagIRIFwd0fwk it Meatsdelespaa 7Wsuati*iasmdt imssWuptit4tra.t Pe;rsa [e eN et'isss Ya„fsmlx,tnlest 44514. Lucie Blvd. afltxiNhtmttttert;Jtd4yN1414FbFidUrHlCtxfF FniuG AlLtssOesiy�&t'.erdlN,let4lUtr;fs��l�,NlntsSissln [tpNNdsxd bit67, Ag¢}Antblctm r. de:t'eiQfl, � Fort Pierce, FL 34946 Copyrig4l i016A-iRoorirosses-An Da pl.lamDnlll,F.E bpioduttioaotibisdownt,isany bmisproDlbitedvii6aathe written permissionImmA-iRed Trusses -Ambenyl.haDoln,P.E Job Truss Truss Type City Ply Std Pac/6812 EL B XCAS6812DM2E HV20 GABLE 1 1 A0186401 Job Reference (optional) Al Roof Trusses, Fort Pierre, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:19 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-MHhgKh5mmO1 Tyne-5RBXUyf4—?_cBBFb36XMUJzjFNY 6-10-8 13-1-8 20-0-0 6-10-8 6-3-0 6-10-8 3x4 = 4.00 F12 1.5x4 II 3x4 = 3x4.,;:; 10 9 8 3x4 -"z 1.5x4 II 5x6 = 1.5x4 II 20-0-0 20-0-0 Plate Offsets (X,Y)— [3:0-2-0,0-2-131, [5:0-2-0,0-2-13], [9:0-3-0,0-3-01 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 0.39 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S Weight: 62 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 u[de. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1= 46(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 1=-107(LC 8), 7=-109(LC 9), 9=-162(LC 8), 10=-191(LC 12). 8=189(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=442(LC 1), 10=403(LC 19), 8=403(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-397/372, 2-3=-424/502, 3-4=-359/505, 4-5=-359/505, 5-6=-424/502, 6-7=-397/372 BOT CHORD 1-10=-308/359, 9-10=-308/359, 8-9=-308/359, 7-8=-308/359 WEBS 4-9=-316/356, 2-10=-298/383, 6-8=-298/383 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 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 107 lb uplift at joint 1, 109 lb uplift at joint 7, 162 lb uplift at joint 9, 191 lb uplift at joint 10 and 189 lb uplift at joint 8. LOAD CASE(S) Standard '�� �� �� Ti flme� nk.Gs'9�1197nlRSS3 SEU�"Ez.FUa€E.tWttOYCifklStE:)':tlib�!mlilN�6'.:7E:Y:rI"hlH. lti� fSi�lF 5116fi'IRdIIF{EdritlCF31nI5).'r 'tr.ie i@lal�SStltm;l.'Ew»1i3,likMnuSkUEUcn ne. Uansx�I: ;se umlea3a iEP,at+ W':eia: Jupttes llCkndfalielD@bN nrd. A;tl'�n:aya°.ua,"ea 5.y'.yC[h(i ctt;�f minatTC4repnr ncrgf�adMFehesad!�mEiiq:r gEs'.u'C, tphrfNpd5etn11EtI?sri!latN hEf3�Ja((, ate0fla. ?ut<tl�nuslfiz:,fr uC hS,pMta; Anthony T. Tombo ll:, P.E. per <d�rnssm,rsraayumrr4Yay �o«v,ryevrsE aaElmaestyaEsya,ar�Ir�:a,u, ��mwlKsals�•:av11.lapin,Uaium,W.15<na;taur�nL�:xy�s mryr,3mr ..�!„ys �e - m_ #60083 x1lu&sie;yam EalkehlLn.)7mssdeei4tk f:0at4eir tesafl:A,us!s>!Mlutdsgtrxlrrf5ftrla.'dce�}tS¢{rilisnd§1`;HevlSiumnhne:�dtttlrsmf,^rttea. it4l trues#n;lEsv:'An EailTns 6Et:.sflrugsr, fross Q�6�e 6linrae insskr�ortasu,nt:ss 44515t. Wde Blvd. o4t�Mats?aEdilstu:sUEelRn bsna(gk7 ErlutlEsiunhe6;tEinss 7Essg'tseNtl`2e txilenlEEsga:s.nTasslrslmc+xdct ksltul, l:sslrtadhlcsmpd*`,aethllbL Fort Pierce, FL 34946 • [nPY6d bi0231t&-Itnnlis:sus-An@exY l.14mbo111,P.E, to soduUioaoitfiisdammaaLiaao f_ss,is mfii6itrd►itbanmm6cwricaa armissianhomM3taniLnssas-An1Rnn l.lom3n111,P.E Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186402 XCAS6812DM2E HV24 GABLE 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 Feb 20 13:06:19 2017 Page 1 ID:FJM?bXpxJB WbWBogQll I UfzJd IJ-MHhgKh5mmO1 Tyne_5RBXUyf3h??OBATb36XMUJzjFNY 6-10-8 17-1-8 24-M 6-10-8 10-3-0 6-10-8 4.00 12 3x4 = 1.5x4 II 9 3 1.5x4 II 3x4 = 1.5x4 11 5 6 3x4 10 9 8 3x4 1.5z4 11 5x6 = 1.5x4 11 24-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S Weight: 76 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. All bearings 24-0-0. (lb) - Max Horz 1= 46(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 7 except 9=-248(LC 8), 10=-253(LC 8), 8=-250(LC 9) Max Grav All reactions 250 lb or less atjoint(s) ,1, 7 except 9=546(LC 19), 10=532(LC 1), 8=532(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-429/479, 2-10=-399/512, 6-8=-399/512 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 7 except Qt=lb) 9=248, 10=253, 8=250. LOAD CASE(S) Standard —1-11nt,e:rPrIfmAWA-1135771rsss;srumr unit l<s{un$A..... uddurMkepJYss asa perdtn kt 106bit n(ii.I:eTut itin rain«yta,:ftaay repnupnt srKnnllfanxesesta#npuaztFt#thus,el!�ianekf«sfm itftl«heteslptttusn;i,lassiepinrfmru taatetf,atu lrN.€aGsrye ntrafWas,trassf aat,Ent, tshirfy Anthony T.Tombo Ill, P.E. atdete �'9ltfnsshsatfSd€ofb- n;rretiia;7`Ika�us,n!Carusaava!suslt;lesudt trfis{hs�{uyUrxssena€aetV, Se Rt�&Iudle:Aa;:rL ai;ffl. iatt€rreddlkeltedray`:itt€ztEd2t:ins.miigasLf.untayb9tls,�nas{asil,he&asuxmi;afd #80083 ' tesn tiq htlyac tal(teaxCer, t3anssuwtbtlsP.6al4srrx't:esmtpn}sknarR�[alere;GayrrtalSs+s}'I�§x¢anae tfSrrxt6skdEy ttlnd55J ne,rhser. hsSea«al ifn;e, MI h4 lm7n 44515t. Lucie Blvd. rkenludth"Al a fto VW" brmbfsr eQfstarsmdref. stei!ass0e9pte;luA'U Raj No rPtn Upuu n€.iW.iap,.1, wifa1duie,, m's Mud nlfri. Fort Pierce, FL 34946 topyrigbi02016A-11oo19ams-Anfbaey1.Tomb III, P,E 4psadafmoilhisdotomtns,inanyfem,4probibittdrithoanhewriRenpermissionhoroA-1Roof basses-Anl6acyl.ComboIII! P.E Job Truss Truss Type Par-/6812 EL B XCAS6812DM2E HV28 �Qty GABLE JIY 1 1 �Std A0186403 Job Reference (optional) A7 Roof[ russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 20% MiTek Industries, Inc. Mon Feb 20 13:06:20 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-gTE3Y16OXi9ZaxDAf9im1 AB8_OGbweOkl mGvOlzjFNX 6-10-8 21-" 28-0-0 6-10-8 14-3-0 6-10-8 4.00 F12 3x4 = 3x6 11 1.5x4 II 3x6 II 3x4 = 4x4 11 10 12 9 13 8 14 4x4 1.5x4 11 5x6 = 1.5x4 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 0.88 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-S Weight: 89 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 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-7-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. All bearings 28-0-0. (lb) - Max Horz 1=46(LC 17) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-184(LC 12), 7=-188(LC 13), 9=-247(LC 9). 10=-256(LC 8), 8=-253(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 1=388(LC 27), 7=388(LC 31). 9=515(LC 19), 10=612(LC 19), 8=612(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-401/468, 2-3=-358/532, 3-4=-358/532, 4-5=-358/532, 5-6=-358/532, 6-7=-401 /468 BOTCHORD 1-11=-335/319, 10-11=-335/319, 10-12=-335/319, 9-12=-335/319, 9-13=-335/319, 8-13=-335/319, 8-14=-335/319, 7-14=-335/319 WEBS 4-9=-419/462, 3-10=-443/463, 5-8=-443/463 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Roof live (Construction) load check assumes a transverse pitch of 4.00 / 12 on flat section(s). 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 184 lb uplift at joint 1, 188 lb uplift at joint 7, 247 lb uplift at joint 9, 256 lb uplift at joint 10 and 253 lb uplift at joint 8. 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 Zt Anthony T. Tombo III,P.E.xdmo thuthru! uxrrpevtisd:ryddsD ur,&eF•nfs e>,rirdysdxAe4IV,,4w,nF<rsrzAake�tNtCc t-hal MaIfgmhWiN l.lurNnsdt4tlt1:8Meer ie4:erl t'::sss,�sxiliy W%d #80083 Cs:tgezhl':Bwxdhusp tVvGletxt atiti'_irstTela`.turhnratr vdkcatfdelG»'tt tueaeQe �OctkrlratusrmES:dSaesaM[a71g1G¢Lt'pfaxaaGte{7(Sf rekl:sfa!}tNxdS::{msdumtnfrtyrrel tadea;trN•!df?ues3esesrusiT.dsst»ItLin t!P.v r�ss gesi}ar;.t»ss Q?ics Eegaxr eltmsY,a„htlrta ndest 445t$t. Lucie Blvd. a3nbindehrdh}ofr seUa�eds{ttd+irdbglreCryho!5tdeci;G@tss gss#sUgttxls flgl tqt raudq:asigax,a fnttlttlta: iryiamdal bP3ttr. Su updeiaNNttcstn e:leStedglNa. Fort Pierce, Fl. 34946 5pyrigbiQ?D16A-ILoolisessrs-Ambaayl.lomboIII, p,E, teprodudwdibisdaromtnr,inany rass,ispmhibittdQheal[be wfivenpermissia¢immA-Ifodfros;ts-Antheryl.iacbo111,F1 Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186404 XCAS6812DM2E J3L Jack -Open Structural Gable 18 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 Feb 20 13:06:21 2017 Page 1 I D:FJM?bXpxJBWbWBogQlllUfzJdIJ-IgoRIN701?HQB5oMDsD?ZNkS_ogPf70tWQOTYCzjFNW 1 4-0 2-2-0 1-4-0 2-2-0 2x4 = 2-2-0 2-2-0 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 0.29 Vert(LL) 0.01 S >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.01 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 FBC2014/TP12007 Matrix -MP Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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) 2 = 218/0-8-0 (min. 0-1-8) 4 = 70/Mechanical Max Horz 2 = 80(LC 8) Max Uplift 2 = -179(LC 8) 4 = -57(LC 9) Max Grav 2 = 218(LC 1) 4 = 70(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=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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 or. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 2 and 57 lb uplift at joint 4. LOAD CASE(S) Standard q �siq-Fletssfltm(!I(rerietl[x'/4IUg; i1mSSK�l;i rnEF38t I(IflS6mSamC9StIwtOY�'rBr:PSIUtE;91fAiYEk1'Ina ircrtttri(ap:t^!iasat rul eduurtds F.ess C<sissanx'vgP[4;ad flt 4tinyi.lsata C!;Pf.tdFrnrtf'ud2dee rse Fdassafln.in sateiutte taC,alt '. MtLktaaxuarpldn s4dlkuetsx 5elCCiFke Nd.AsaTnss On,Fgwtstis,Sieaths&siwt'a Yts�nal iMrs}rtsulsua:eptatdfis(st;sitaateEgiEa:iapmgotsdCd.kr9x/niptl�su(h Tmsfepelslnti;laRedy,ttiniFl1. IitiesipustoPCtes, Yetd(mineru sn7arldl Anthony T. Tombo III, P.E. atn;dli:siouf—ribi64ha.rt....vsiq de. O*tir,k0—Amh hrindn6,kdtiaia;srsu,n3esadeddfat lr k, lT Wilk 1.1 ealfayudt dlll4. Itz envsalalfar lCCatutf.NnrdflrL sc iEdeth(Fstiley dne(e,itrd!tlinetiFase s4d'iette su(asiSfliftd s80083 Ye6rnfrr;CtsigvaihaCFdn. Allafnst'alul'eia0 nl'&(ikitreal laelmndne(ei;i:es Ge�alSttltldEs^el'roaisf4l(dli:FxllyRlutSttl weFAP.EMttk:pe+adpitn�. iPFl idatsttr nsins�lZin nt&YndlL lass Ctsi,�.v,Less C:si(F Ea7teereadirtss Nasehdnn,wltss .' 4451 St. Lucie Blvd. tIItMI13ltMiilYttaFll�Fpntt(nStliYM 1)KI(i11n 1111A3t. Iht lnit@nki FD]O2tl fSE:lIHt 6Y:ItiIIj UttIjAN; tt itNfiSnIP4G(h?E10}Et]Ii;1111], All Rlndind Wr;.-C¢mit"t14. rO(i P1efCC, rL 3494b (opyrightDlgldAdRoalTiusses-ArthonyLTmba!16P,L Reptaduaimalibis dommemt,inBay form, isprohibited wilhounhIRaalTmssas ewrittenpermissionfromA-ArlfionyT.Tamha!II,P.t. Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E J4 Jack -Open 3 1 A0186405 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 Feb 20 13:06:22 2017 Page 1 ID:FJM?bXpxJB WbWBogQlllUfzJd IJ-msMpzi7e3JPHpFMZmakE6bHbrC?6OaF114105ezjFNV -1-4-0 0-11-0 4-2-8 1-4-0 0-11-0 3-3-8 1.5x4 = 3x3 II 0-11-0 , 0-11-0 4-2-8 3-3-8 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 0.41 Vert(LL) -0.04 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.06 5-6 >800 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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) 4 = 124/Mechanical 2 = 295/0-8-0 (min. 0-1-8) 5 = 48/Mechanical Max Horz 4 = 127(LC 8) Max Uplift 4 = -58(LC 12) 2 = -244(LC 8) Max Grav 4 = 124(LC 1) 2 = 350(LC 24) 5 = 239(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/294 BOT CHORD 2-7=-189/319 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 58 Its uplift at joint 4 and 244 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. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard $O a garb} -Elmo am:gli}ndertie'A tlg!rESSM1119nfi!r3AE stlMSerOeUlll'�!S(0SIg4j tN3'si[A67aiEr�eYfkT!n. T'dlyd':1PP-4 s:a dWx 'IN, tress Cnissgrtau;;l[�; adtle 0.s15wTI.Iask lu:r:.leh�eu'a55en6:1en,sa. rdiuft.ise M. d.4,100,nit off'km,aer}!desridlit-dw T.Doblendr.Asa}rdss0:s:hsmea(r.e,!}eostyFcsur::'�H:srdnaryTprgrr.Wsc,n:ry%aeons}rekr9railari+:xie}rdpa:,tgJSW;Wuiyed�esbgkTs�;re}i7Mq!f=}gU:dr,sdnlF4l.fxi¢i}exao(tt;,! mt�:ei:scsa:sa,ry:' Anthony T.TomboIII, P.E. t:vdh"sW.1Maq ,Tislh rnpusMar d1h,G—,F.s xadso:A.&d q0v 6Skore20�:ge,bbeuaetldbe W,A,1Kai rxlunaAf�e}rahal Rl�t.fhe}p�oiu!OetDgnt®t fieNesee!tlrims; irdeto}hsei�,nxe}e.iesbl#aoas7kam ud ke�nsrresialit}d �()83 ' Iin:sgrwosaeammn.tnrdn mal�iognrr*},ul�nrradbnd�xxnrrrnlsagt�rsdarts�rdr:n}rsnasruraa:n<farad}ia�tna,::arn:}mm�maan<,dnTrs.o-,imsso:iy:�;en:xdiessRd:aa,ness 4451 St. Lucie Blvd. eflnwlsaiefadlrvtxaraspc3xinasnitxciral}nNHlndodlkirr;saean6; risEr�r!kAlliyUnl}S1,nTntSS}11P&Etrb3CAnrR3illb}SIIn}tlelRd:9ffiinln'711nIitS}n Fort Pierce, Ft. 34946 (oppightI2016AdPool Trusses -Arthonyt.lomho111,P.I. Repnoduniaaof ibis dommacinany form, isprohibited withauHhewrittenpermissiaafrom A-IRodhossas-Arthanyl.lomboill,P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186406 XCAS6812DM2E J5 Jack -Open 11 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 Feb 20 13:06:23 2017 Page 1 ID:FJM?bXpxJBW bW8ogQlllUfzJdIJ-E2wBA28GgdX8RPxIKHFTeophlcEa71 VAJ'Vad4zjFN U -1-4-0 0-11-0 5-0-0 10-R 4-1-0 3x4 = 0-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.08 5-6 >759 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.10 5-6 >596 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 20 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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) 4 = 151/Mechanical 2 = 328/0-8-0 (min. 0-1-8) 5 = 59/Mechanical Max Horz 2 = 186(LC 8) Max Uplift 4 = -178(LC 12) 2 = -269(LC 8) 5 -8(LC 12) Max Grav 4 = 151(LC 1) 2 = 328(LC 1) 5 = 87(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/187 BOT CHORD 2-7=-423/485, 3-7=-142/359 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; Part. Encl., GCpi=0.55; 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 178 lb uplift at joint 4, 269 lb uplift at joint 2 and 8 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Pae6g Flan! nrmgl¢rtdn5e•11 fur Tim sts'-sma, vK311 arcs 6Im"Insionuaj 4R.F}UHNIRGEW b:a I"dI Orp lmW9rnutredva2r uh't rmtCnif,0nxu1PDD;tMftr 4A1nr1.Iu!<10,111&— skold.e- [A.Arni:e m1d n &e ICD,edt NAlkma Wodnssdlkn,W.*a IDDt.Grd�L lseln:sD..gG(a:aSi4TIrmM(quedlA-ssd ra n'j(m;rttmalsmcrghxsddarrde:siailn(ns:u(n: Ritryb fth9(ed0esnr4 In filiadcr&IDDn!(,a1. IFIL rxhsipxnoimrcs, Will lfia6 sFusYar Anthony T. Tombo III, P.E. W nedrnrT brq haq is Deiapnq:4dm"Drrn,toG—e"hdred grt/ulk k0k)Dn:ae,n@r uded do. 3LDr lxwe lu Wl kibgM.VPLn, enniddOa la.nea(fie3nadtlrims;kdetngtndrey dae(e,ud.!sliasJknag sldl le Bs ru1-11q d a80083 ' Ik{rn'g"h'i iFerul6dzr:la. AUrxfrs sd rd'u lk laO rdaRpWHesedriM:rnrsd!ie lei0ei 6errtnlSa'drldn¢elm{10Qterf,Mlr(rrindSlGmrdnnn(Weia�d (timisr. lPld fefietStlentrat lriefeddfittdlt:In550euyea,Tnx mesipsG as nllmsYnrh;hrsr,nlen 4451 5t. LUCi2Blvd. ttIH`HUIIFAR(ICIGAod,phl.lo,.'nkyolfirms Ia1I'A 1iB Gii1DH!fL GjLMrIS{DIIII Wi!rl➢3DIll}in; iflrlSSSYSIM G(mitl>r4lf kilrlB'. Slln/I;d(nll95irI115 ddInll6 nFl. Fort Pierce., FL 34946 Coprright ®7016 A-1 loofTrasses-AmhooyL Tambo III F.L Re.rodudion of this damment, in any form, is prohibited wilhoutrho w itlen pumission from V lomlhussas-Arahany L Inaba III, P.E. Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E J7 Jack -Open 25 1 A0186407 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.cem Run: 8.020 Is Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:24 2017 Page 1 I D:FJM?bXpxJB WbW8ogQlllUfzJdIJ-iEUZO09ubwf?2ZWxu—miBOMqu0f4sUjKDNE79MFNT -14-0 0-11-0 7-0-0 4 1 -0 0-11_0 ' 6-1-0 4XC i 1.5x4 II 3x4 = N N 7 1 A Dead Load Deft. = 1/8 in Plate Offsets (X,Y)— [2:0-2-10,0-0-21, [3:0-2-4,0-1-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.22 7 >373 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.26 6-7 >324 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.13 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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) 4 = 244/Mechanical 2 = 395/0-8-0 (min. 0-1-8) 5 = 58/Mechanical Max Horz 2 = 184(LC 8) Max Uplift 4 = -195(LC 12) 2 = -252(LC 8) Max Grav 4 = 244(LC 1) 2 = 395(LC 1) 5 = 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=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 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 195 lb uplift at joint 4 and 252 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1e/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Del-I10115S6I-001 en3{t WISE ODIUM UIST044YUi- AIEK-041rKRIJEW h:4 rniftenip �sahn ntnd ahlnRitrmtkli;eanvm3fRa:)eaanr4tnnt1.6sM lT:r'.1!!unaSkrteAne n!. Celrst otrnin!alela Ce Rg.edt Woktavmr&W riilkndIt""Tooahee44Air Trar otse hsmer(,1,ssrarbs hsl.�,a,rid .mpm.J.'di—titmr da, I'd I'm[ sh:n�a:y�!rto.�gtrae I-Admeth6e Tess hpiad a600tdr,War U1l. Teeirlstes!mryues, Wks addus, unaseer Anthony T. Tombo 111, P.E. ae aredYn;t,.rs Wrwrtdmsghat,arasuurydd.o.n:.o-au.teiradssmdrye�aua:wwoet:a,iafleudrddDencariecuilam"Ia�uh3sdeaema. thrsrnddarroo�insrtr.srdari�rr;lmeeiessrFeanrsr.harkuesnihn:ssssdurdx rsgRsraartrd :', s80083 aenar�orireQihsaan.iaemttdmaa:TooadGer,w5m;nipiafwrsdkhlcryca�mnlsdlE�,.d�;rslrrkex�nirnnasei.,rden!dr«1�ydin,r.lnti�a aarinslnevianrtaa:hastoepn,Treso:iptysenesnnts�dwnn,rdns 4451 St. Lucie Blvd. efla,vheiefmdkrruaMrpedgna vmaahzi Tames lrnhed the frost Det!N htlxn lsegifle WIUgberl;att,ttTns; Sinrc hih!e, aiary hllliq. Allarndtrallnas ne rtdaanealrll. Fort Pierce, FL 34946 (opyright02016A-IRoalTmsses-AnthonyT.Tombs 111,P.F. Reproduction afthisdommemIany form,isprohibitedwithautihesninenpermission from A -I Roof Trusses - Anthony LTombs III, R.E. Job Tmss Truss Type Qty PIY Std Pac/6812 EL B A0186408 XCAS6812DM2E RA JACK -OPEN 2 2 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 Feb 20 13:06:25 2017 Page 1 I D:FJM?bXpxJBWbW8ogQIIIUfzJdIJ-AR2ybkAWMEnrgi57SilxkDu7dP2QbtCTRl_ghzzjFNS -1-4-0 0-11-0 2 8-0 7-0-0 1-4-0 0-11-0 1-9-0 4 4-0 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 Cade FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 2-9 REACTIONS. (lb/size) 2 = 1068/0-8-0 (min. 0-1-8) 5 = 459/Mechanical Max Harz 2 = 186(LC 8) Max Uplift 5 = -13(LC 12) Max Grav 2 = 1068(LC 1) 5 = 459(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1754/151,3-4=-1355/288 BOT CHORD 2-9=-394/1387, 8-9=-393/1388 WEBS 4-5=-372/307, 3-8=-646/286, 4-8=-393/1373 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. 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, Except member 3-6 2x4 -1 row at 0-6-0 oc clinched. 1.5x4 11 1.5x4 11 4x4 = 0-11-0. 2-8-0 1 7-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.31 Vert(LL) 0.02 5-6 >999 360 BC 0.21 Vert(TL) -0.05 5-6 >999 240 WB 0.31 Horz(TL) 0.01 5 n/a n/a Matrix -AS 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) C-C wind load user defined. 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 13 lb uplift at joint 5. 10) Load case(s) 1, 2, 3, 4, 5, 8, 9, 12, 13, 14, 15, 18, 19 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 954 lb down and 552 lb up and 604 lb right at 0-0-0, and 954 lb down and 149 lb up at 2-10-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plQ Vert: 1-4=-70, 9-11=-20, 5-7=-20 PLATES GRIP MT20 244/190 Weight: 95 lb FT = 0% Standard Except: Vert:2=-402 3=-402 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-60, 9-11=-20, 5-7=-20 Concentrated Loads (lb) Vert: 2=-402 3=-402 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-30, 9-11=-40, 5-7=-40 Concentrated Loads (lb) Vert: 2=-402 3=402 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=147, 2-4=117, 9-11=-10, 5-7=-10 Harz: 1-2=-157, 2-4=-127 Concentrated Loads (lb) Vert: 2=150(F=552) 3=-954(F=-552) Harz: 2=604(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=104, 2-4=117, 9-11=-10, 5-7=-10 Harz: 1-2=-114, 2-4=-127 Concentrated Loads (lb) Vert:2=-1356(F=-954) 3=-1356(F=-954) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=82, 2-4=52, 9-11=-10, 5-7=-10 Harz: 1-2=-92, 2-4=-62 Concentrated Loads (lb) Vert: 2=402 3=-402 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=23, 2-4=36, 9-11=-10, 5-7=-10 Harz: 1-2=-33, 2-4=-46 Concentrated Loads (Ib) Vert: 2=-402 3=-402 t;onunuea on page z vatwuaraLeV Oa tavp Aar#q•ft.. „us>yApramth'4l Wnse'nhs M_d aeta?4G,a11 4i':el aemnixpkesslP-'6an+rhtnlM teSs add. I�alrotsnc.?'arnyia.,Spafstry ptf urM; ser sa»piPPrrtAi&-yaspt;stdeA eh kr!&jsphWiFa:puv rylplae(astpd6r unlri!nriap"�N�WfiCatp,ntsr lFN. ikeNvpencexperapsrrstn t-n, sr7a:i:ap Anthony T. Tombo lli, P.E. aJaae at0¢sinulunrk7dapna!re:penRieralia0,rw,daCeufs¢s wud+;aderAa6 fp7¢siPr,htxr mEuds7i,eie 6tnf t4aladl'Le;:¢l. mt!NL rugprarrlcNei:Arsi np5eidsedit"ma, a'sairy3ad'u}¢taigs, x4dmiaa si6!orxp s5il: de hra !uc.!L ip �' '#80083 lel:roe9h9gas:mlfnha¢9r.S9�.ossttai69flef0¢{hapa�ausacf�lsStn Pe¢0.listpLnpa!^'S¢4YtaM¢aim!CSPtpdiis5>3tptf(mlSEsarntfveeuahrpasnlpipca�.lit?i!�ves3tsegcas!3:at;aadiF!es f%eTnszwu,a!r;iranP¢¢:�r¢tenratiiassV,cA¢d?t,eila¢e 4451 St. Lucie Blvd. tidr!elna4A¢et3jtieaktlax, edrya¢baraoplral;palrs+rtNe46s1rss0earr!Fait N0l dt Act gCrstp¢�,xh, aSptect&;ierxaa{4arfiq, Z,",rzpndutp@�Asma¢tr`Wnl@-0' Fort Pierce, FL 34946 eoppigtia2016A-IRoofl!asses-AnlEaryLlomhoIII, P.E R!pmdaa$onotihitdammentinaayhra,ispre6ffiitedtitbaa316ewrittenpormissionimmAdReoiUatses-Aaldeayt,tom5oill:F.E, Job Truss Truss Type Qty PIY Std Pac/6812 EL B XCAS6812DM2E J7A JACK -OPEN 2 A0186408 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 312016 MiTek Industries, Inc. Mon Feb 20 13:06:25 2017 Page 2 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-AR2ybkAWMEnrg i57Si IxkDu7dP2QbtCTRl_ghzzjFNS LOAD CASE(S) Standard Except: 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=39, 2-4=52, 9-11=-10, 5-7=-10 Horz: 1-2=-49, 2-4=-62 Concentrated Loads (lb) Vert: 2=402 3=402 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=16, 2-4=29, 9-11=-10, 5-7=-10 Horz: 1-2=-26, 2-4=-39 Concentrated Loads (lb) Vert: 2=402 3=402 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=39, 2-4=52, 9-11=-10, 5-7=-10 Horz: 1-2=-49, 2-4=-62 Concentrated Loads (lb) Vert: 2=402 3=-402 15) Dead + 0.6 MWFRS Wind (Pos. Intemal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=16, 24=29, 9-11=-10, 5-7=-10 Horz: 1-2=-26, 24=-39 Concentrated Loads (lb) Vert: 2=402 3=-402 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pig Vert: 14=-30, 9-11=-20, 5-7=-20 Concentrated Loads (lb) Vert: 2=402 3=402 19) User defined: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=147(F), 24=117(F), 9-11=-10(F), 5-7=-10(F) Horz: 1-2=-157(F), 24=-127(F) Concentrated Loads (lb) Vert: 2=-253(F=149) 3=-253(F=149) Neutr-FlmaGeueillTrteex6eR110"vf iiCl56fSEltir6[l3ll17llfaC�AEIIICIS(meal"W1:Y)YY[MOSUB-Ilsa "d W. T!, here Ee:ipEnxal(fE:;mlde leearLTWO, H.4luass4!W.— WisidmheexlelmIt, IMM? wide�aellens s4dlseeae+z�emEas<ed:e sselmsE:s.T.sasu,sremrrr,�:,r,u:sm iwtaip Anthony T. Tombo Ill, P.E. nl isedentTrm4ue:grei6'a_issere:rysfe:ia, dmeo.ee,N D.,ers eAhd yrd o x:Wiliq :: n,a�eaaeddlkX&'tx enawai rA&Janmma. meFlnaidaemoa(®Te:uaedaeT:.ee,�mr Tx a�, nxen.ana,en�e,(t�e:.,rildinma,Tn,iea�ryd i =80083 neEeirwsu!Slge d6ffied.lDCdlsadtd'uLIDDeei9xsltCRldil lAtSdHlltlrllllC�RISYhda41 CiIIS�TdG!ke1rTPIneSEGettielneeeekp dplexe. P4llein@ereyes�l esnitresdlMLsssO ¢s,IressEriye(eeeaedlmf4.ndebnr;nlsn: 44515t.Lucie Blvd. 'fl-hihMedire(aeaedegeegnu.'"i irdl rune; indnd ite Tn.s DuL. rgbm is r9tMbiIlhTDenTan,erLassSlme fgmae after 10113j. tllaand¢d txa; ue is dial#Tltl. FOft Pierce, fL 34946 • (opyrig6t 9 7QId Ad Paalirasses • An>hooyLTamhn li6P.E. Reafedunfoo of this dotement,in any lofm, is probibited wdounhe mfien pert ission from A4loolbossas-Arthony T. Tombo lfl, F.E. Job Truss Truss Type Oty Ply Std Pac/6812 EL B A0186409 XCAS6812DM2E RC Jack -Open 5 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 Mrl ek Industries, Inc. Mon Feb 20 13:06:26 2077 F 2x4 = 4x6 % 3x4 = 6 1.5x4 II 0-11-0 ♦ D_11_D Dead Load Defl. = 118 in Plate Offsets (X Y)— [3:0-1-14 0-0-01, [9:0-8-3,0-1-151, [9:0-0-9,0-1-111 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 0.29 Vert(LL) -0.19 7-8 >425 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.31 7-8 >270 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 30 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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) 5 = 58/Mechanical 2 = 412/0-8-0 (min. 0-1-8) 7 = 249/Mechanical Max Horz 2 = 184(LC 8) Max Uplift 5 = -61(LC 8) 2 = -241(LC 8) 7 = -108(LC 12) Max Grav 5 = 58(LC 1) 2 = 416(LC 25) 7 = 351(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-612/644, 3-4=-304/284 BOT CHORD 2-14=-211/263, 2-9=-879/622, 3-9=0/298, 8-15=-454/338, 7-15=-454/338 WEBS 4-7=-411/552 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) 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 alive 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 61 lb uplift at joint 5, 241 lb uplift at joint 2 and 108 lb uplift at joint 7. 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yd' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard w,at-n�naNplra�.n:t.trocntass;u,a}steauFEW smsumceuusrauIWMIUMnsrMmra.r:etavr!!eu..nrVAd.11,l=.o.edr lbTA."rtldaM keseds.tl M41,,dl Is. imsrnce tat�er{�.e,tir:�sM[triu ne'mtn�W'grtsmsmsnreraraiisrnkunui<stnssngrrr�snmg6:rs hap dIt01! 1- term�t. ftMuif,War MI. r.hoprsna/ases, Val mtaar.saM94 Anthony T. Tombo 111, P.E. .tmd ..stun t..1 Naf thfk-rur:ugdaa.t",alcn:r,,A,rktiqW.n:w7rgoa!¢a,oivadtaan,ncnritc.i!kiaAbsirigak.iM.l.lu yt,addurroaRr�e:na.durim!:aaratr.�a>�,nrgt.ant�. mat H.r,t!st,kma!rt.!Adafd 280083 ' n. Br�.Iriat D:site.ad6sh.an. rgrda sdtd'n lkiCC nlia peei!esnt tsitelaadfkkidg Ggsseel SchryMdEiadw.(RS�tsle:tsn.iNndSW mrdan:slW;tax.l pis..e. irtl tfimsne mr.u'sV.as.dhiiadtkLaa aeslteginss P.!it.8dasaatlnss Ruhmm,edas-. 4451 St. Lucie Blvd. .nem»tdmNir.te!anttgaedgnh nmrs lril@a:aes bnh!r lk imst C,Sa Gtren is r7rfikIldtaesym,aLmsrtdex G(m!e!d.gloildl.g fAnipdnel l.ss.,nda5mdi.i141. Fort Pierce, FL 34946 (opyright�tUldAdRratimsses-ArihoeyF.Tomb. 111,F1 Repsedumiarofthis doeument,inany form,hpsobibbedxdhoulthe mfienpernissiaofrom A4RaofTmssn-Artbonyf.Tomb III;F.F. Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E J7CA Jack -Open 5 1 A0186410 Job Reference (optional) rs i Roor trusses, Pon Pierce, FL 34e46, aes!gn@a .com stun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:27 2017 Page 1 I D: FJM?bXpxJBWbW8ogQll I UfzJdIJ-7pAiOQBnurl ZvOF WZ7KPpe_LTDfx3n9mvLTnmszjFNQ 4-5-5 7-0-0 4-5-5 2-6-11 3x6 I I 10 - 3X4 = 2-8-0 1.5x4 II Dead Load Defl. =118 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 0.80 Vert(LL) -0.18 5-6 >457 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.29 5-0 >277 240 BCLL 0.0 Rep Stress Incr, YES WB 0.21 Horz(TL) -0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 31 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, except end verticals. 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) 9 = 303/Mechanical 3 = 55/Mechanical 5 = 254/Mechanical Max Horz 3 = 140(LC 8) Max Uplift 9 = -165(LC 8) 3 = -12(LC 8) 5 = -108(LC 8) Max Grav 9 = 368(LC 22) 3 = 55(LC 1) 5 = 354(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-9=-304/418, 1-7=-260/441, 1-2=-388/593, 2-3=-113/262 BOT CHORD 7-11=-464/322, 6-11=-464/322, 6-12=-464/322, 5-12=-464/322 WEBS 2-5=-392/564 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) 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 nondoncurrent 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 165 lb uplift at joint 9, 12 lb uplift at joint 3 and 108 lb uplift at joint 5. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard .. A{E'•.F!•nt151:t1Ry",Ijit!It38f'41t'JEIlUS$�''i$E11�y EFNrJAl itt4:S(�tll�$(nTl`!!f8'1!a�:iii�k:[�3617��hIW. rrt�((SLjFlFR'#1!RI!MSldi!t0.�STRti(:Jl9�t.U!(ICEi nd Ct iflktjl.it:)1911I,1.1.U�:k{tES¢tdltiNi!l. n4t5!t.ftiilrktdgQlr[{t, a!j •!{i':tF:Ful1fN�::{ffl4:ltfi:a��t!!lf11111�d!ar9iSvt:ytltjhtNt:A.,�tCEGr9,Re[Ia Crt fi4irlGPtf3r4fsltl[td!LYr4'CliCt1!pt{!�LLtUh![tfrHiitSj(dhtditilidliftiijllTIE!t1fdGIMAAtS�Dteir, !titll.!itasrpm ::t:at�wrttrs,syada Anthony T. Tombo 111, P,E. datd6lsrnnlau!Q7degisMrrintd[tlrd8tds{tt,t�C.xth m'SaTdgtdaGe@n.l�ei �esr}ta.G&tert4tlt!lf,QCeidxkcd az�ie!!t{saJ7rFl. rstyrnddlkl;Dsitry3eNsud�tiutttul5s'sysntgE,'1ECv�w¢il,ut;(slsaae rxtnuevtr.3ld Lucie BIVG, ' ..�s(1a83 3t ln`.tiai 3s!pc ulnencCrr 11rttt sdatoilel:8�tdtlrx5as�la3!it!sa�Esktr{6 aP"Sd Ss�E�Ec stttSi}rRfisidtdiPisdSlJmteL,tn�fulneEf dace R4(E!iatsi{tt;fsctr.'attE�l tAEs s!thvL ssltsi sr,rtiE!PtLp IM;'Otef 4{TrtSE N,c�Ia@ntf,fllni AywhtfiNd4s(toil Wtdgta im-Ai4ly dtpr'inaslt! Teetesfa0PhJ*W a N7!{ 9 e!q!{srreetTrsub'm WuffdalWim1, k:.1dtiirdtk:m! m u�e$'ad M 111 QQSt St. 0083 tapyrigEl �! i016 A-1 teatlmssas •Amlaoyl.IamEa lll, P.E tepradadiaaaf 0is dammee, in' any la�c,is prabilBed 4A m iha written permission l!em d-I Rodfraues. Whey], lambs ili, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply Pac/6812 EL B A0186411 XCAS6812DM2E J7CAC Jack -Open 2 2 �Std 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 Feb 20 13:06:28 2017 Page 1 ID:FJM?bXpxJB WbW8ogQlllUfzJdIJ-bOj4DmCPf99QXAgi7greLsWXgd4noEYv7?CLIIzjFNP 1 4-0 3-7-10 7-0-0 1 4-0 3-7-10 3-4-6 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 NO BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B1: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2 = 1058/0-8-0 (min. 0-1-8) 6 = 459/Mechanical Max Horz 2 = 183(LC 8) Max Grav 2 = 1982(LC 12) 6 = 530(LC 30) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2268/116, 3-13=-2244/112, 4-13=-1813/194 BOT CHORD 2-14=-54/797, 2-15=-329/1955, 8-15=-328/1956, 3-8=-37/305, 8-16=-329/1953, 7-16=-328/1954, 7-17=-331/1943, 6-17=-331/1943 WEBS 4-6=-2037/331,4-7=0/343 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 0-5-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 -1 row at 0-9-0 oc clinched. 1.5x4 II 7-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.71 Vert(LL) -0.04 8 >999 360 BC 0.23 Vert(TL) -0.08 8 >999 240 WB 0.20 Horz(TL) 0.01 6 n/a n/a Matrix -AS 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 4) C-C wind load user defined. 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) Load case(s) 4, 12, 19 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 954 lb down and 149 lb up at 2-10-0, and 954 lb down and 552 lb up and 604 lb right at 0-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1,25 Uniform Loads (plf) Vert: 1-5=-70, 8-10=-20, 6-8=-20 Concentrated Loads (lb) PLATES GRIP MT20 244/190 Weight: 75 lb FT = 0% Standard Except: Vert: 2=-402 13=-402 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-2=147, 2-5=117, 8-10=-10, 6-8=-10 Horz: 1-2=-157, 2-5=-127 Concentrated Loads (lb) Vert: 2=150(F=552) 13=-954(F=-552) Horz: 2=604(F) 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, 2-5=52, 8-10=-10, 6-8=-10 Horz: 1-2=-49, 2-5=-62 Concentrated Loads (lb) Vert: 2=-1356(F=-954) 13=-1356(F=-954) 19) User defined: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=1 47(F), 2-5=117(F), 8-10=-10(F), 6-8=-10(F) Horz: 1-2=-157(F), 2-5=-127(F) Concentrated Loads (lb) Vert: 2=-253(F=149) 13=-253(F=149) zt6nrxs3•fluse'�r��"+; rmaake 4}r3iiTWiii;"SEtLN't fER'a.6FRHfdNKCii;195(Eil€#�.J!a�k'SE'26t�[l�tll'rero. rnet3+4tFgyaa�test�Ytt(es4zsaCn?ncs Ptsig}Emm.-tQ6t;tsl�keS:hegl,3ra»II3,Pikie�etu SeetEehte nt. Gitu tPataat }3�.ei sa3e 34,tdt Y(!l4;ttanitiy'.FKaE3:%tt;n}j(g SitttM1h#taG'uq!al'L:fil:'ry}ttNrtUylt,t(tfi?tJt�142i>P:i Sli�HldJ}CE$}PNtle$;Ki!£jSiCt f"ht$FkL�tWt 3BjigtUb(R>jA3l:itijPFt Cttftfr iittl9§illt}fi Q'�i14im trJPiti(,tt(l ItE 1, eNC441tFKff'3PGi9;�h94:e�t6ft£5 y-hbGi; Anthony T. Tombo 1:Sr P.E. SGai}tit(ihttfi576PU!iPatWjjUAYYPi�Nti113hAf�}y9it&b}�xt}(S UYSU3:f{S3}21Nik i!'.�Sj 3t31P]Y(,U 6t §SL112'3}}���.f iti(3 i �t5'flD.�id:}Y�)Ha. 1#tiPftPiEf ai l'<}j Kj tl(}tie4.f t17S @Si,U[K16P ffikelAr.dt(LPS, X�hI:'SiNYd}!t}St}IttG #L tftt}yPtt+i#(er # 80083 eetratg:tx} 9dkaru.7-Imslow At41;9ts4hq.-f.a'aipP 4431 St Lude Blvd. r.Ettatnttn}ta§Fa(w[a:i uesgK 4'arairP}r diPaties rsNt;#tt tsf3.u}tr};#sz ew7?it ta�mq;nst ,wTmss:WtaEar�zww tttq ttrtm;.:.w }ttAfadrws; art��.:udhu€i. Ktrt Pierce, FL 34946 (opyriiiim02016A-lteofirasses-Anibneyl.lemboIII, P,E, 4prodarmdiisdammar,inanyfmm,isprahibittdrilbootthe wittenpermissiodomAlRod lrossts-Anihonyl.Tomb 111,P.E Job Truss Truss Type Qty Ply SW Pac/6812 EL B XCAS6812DM2E J7CC Jack -Open 3 1 A0186412 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 Feb 20 13:06:29 2017 Page 1 ID:FJM?bXpxJBWbW8ogQlllUfzJdIJ-3CHSR6DI PTHH9KPvhYMtu331el OQXh73MfyugkzjFNO -1-4-0 4-5-3 7-0-0 1-4-0 4-5-3 2-6-13 3x4 = 2-0-0 Dead Load Dell. = 1/16 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 0.57 Vert(LL) 0.08 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.14 8 >592 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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) 5 = 40/Mechanical 2 = 414/0-8-0 (min. 0-1-8) 6 = 263/Mechanical Max Horz 2 = 184(LC 8) Max Uplift 5 = -48(LC 8) 2 = -242(LC 8) 6 = -120(LC 12) Max Grav 5 = 40(LC 1) 2 = 417(LC 23) 6 = 358(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/356, 3-4=-330/324 BOT CHORD 2-14=-512/388, 8-14=-512/390, 8-15=-513/395, 7-15=-512/396 WEBS 3-8=-172/460, 4-7=-500/649 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 48 lb uplift at joint 5, 242 lb uplift at joint 2 and 120 lb uplift at joint 6. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/d' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ZtMena; -Flee flennllFrnkrne'l-1 iggi FloSS i.1T",i[&3At Ii6Ys&47#glOUm iiISiOY-rUr3'i1i&ufl ELSY:IThe«ferihtpitsm !Iurut«N W"'.N -resiternvio-ppP:;onlW lePasrLluCe lP.,rt.le!uenrSkNtetue m. LelceseanWise raldn6e lCO3edt fLTa—mrgldamtbexe6;rtzmgub<edz eselrnso:,�ehta!mr.e,sremestrsi«xln::�«r�la rynuermx:epmredfl;tnt!sieeme+fleneatr.;;�o:rt arwrfl;tevpnmz:�eyern:srw;aa« :louedt,ertn>Fn. cxrnte:sum es, a�asmtnees,:wnarur :', gnthonyT. Tornbo IIt, P.E. «d eud fls ival,"M hadee istl—I.Obdig de* 9ueu,t1k gw&s MknieW."Nkliq eep ,n4e as A dfielri,Re tM W lk I,.Ibil .gW,af lrl1 fFeenmal dhefe&«f m/fi:9«a etflaiaa; fedetafFaseTmy slueFe,ieshCeliw[eirrnur sill h� regasdiliftel .: 180083 m saiitaroasiPaax�aY�emr anrdessdMan:lo:uMFncimaf pi6iaadtaer:i1dkJWF:ti tccq erri of ssummuanetxr,Ymy,iwae. III]LWmnsx,ciihn WWadi&:1!augm7s,lien m!ipe(yeexaetass NBskAuey edess: 4451 St. Lucie Blvd. efleixnefeF�dlretaahwtepedgn4 viflra lydi pn;las unaef. Iha rneDMa[npneeis kglMlxllia;&enraar,aUraSraea FgWr o'sq billing tllaFttdual;sa;matdia1a1111. Fort Pierce, rL 34946 Copyright V2016A-IRealTrusses-Ard!onyLTom5oIII, R.L Repiodudiouolthisdotumaot.inonyform,ispruhi6uedwhhout-humittenpermissionfrom AdRoofimsses- Anthony T.Tomho;li,P.L Job Truss Truss Type Qty PIY Std Pac/6812 EL B A0186415 XCAS6812DM2E MV4 Valley 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 Feb 20 13:06:29 2017 Page 1 ID:FJM?bXpxJBWbWBogQIllUfzJdIJ-3CHSR6D 1 PTHH9KPvhYMtu33oR 1 S7Xk_3MfyugkzjFNO 4-0-0 4-0-0 a 0 2x4 A nn F4 1.5x4 II LOADING (pst SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 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/TP12007 Matrix-P Weight: 12 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 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 guide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min. 0-1-8) 3 = 13113-11-4 (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=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 51 lb uplift at joint 1 and 72 lb uplift at joint 3. LOAD CASE(S) Standard �- Ku:r3•%enr•„ar�p�tetirrtFr'4ltgi ltRSS(RIlEr'ti.D!itE3EiN:3tBF:!itdlSt€SICgrig!4lA:sF93<•.i�'ial'hea.ra3J trip rsras�saieevle�!sRRs;nnt:sirvrsasiy lCF;nitlrStUu!t.!vrvme0,r:.UMmeSheskhtt nx. Castrangeafsednie'Of,teN !ti!dnwua pkn sh,hsnMfc delOhnN nGA rs4Tron;r.{754{uen,�.yStalt!¢rgi nt,9s sniee oJTbRrEmu.Mnx'trykrr><Ike Ft!ess`nd tcqunrisgagas+5`f la Mttu7dfirav(lelrnsiq{.1NmYnt(Sgnh,nin lrt l,':ttivst(s ns�s(ams, IrrxEsraslrns,uhk{.S; Anthony T. Tornbo, III, P.E. ga'oMts rnnhraryrrltaln5srrt�jedye60 ('61ten(s vdkaarfr(athrArtr7mriesysa,uhrsx?:n>`t t If,!. W W dtlyd ta:dx(alts MTil. Tugfrardd liel^.Aai qW Ad:t[ inn,.rr:stag3 LAM, 4trhr usgwe -Ittl # 80083 It rs'.liar".esipersltnlrtcgr.Aim sflntadeP9stW,pat.et¢trrAWs f!M Wq UR"e sdej h*,;A eIGtJNitisiMtp.tSerdSCl rte rekinv3trtlp l dan;t, n IJ".aes?s nsr:eMf" ead Ann fhr No rr rOnss Pip fagma47nn4451 St. Lude Blvd. • 42ssMukfmvd4t ttatoV'dgeeq�r:tglkxvPtvinsnt!rLNl.nt Wphowis WIN Wit'yes{pa>r,a(nsslssten Fgirend.1 hrlitl. Aftwltlum m 's4Meed A111-L Fort Pierce, FL 34946 Upyrigh Q 2016 A -I 100111nrSes-Anthaayl.10mbo 1101 bprodutsion od ibis datumeo, in any rem, is prohibited ti.ithoul lha nrifea permission ham A-1 poof Irmts-Aohacyl.lomholll, PL Job Truss Truss Type Qty MY Pac/6812 EL B XCAS6812DM2E MV6 Valley 2 1 �Std A0186416 Job Reference (optional) At Moot I fusses, Fort Fierce, FL 34946, design@ai truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Feb 20 13:06:30 2017 Page 1 I D:FJM?bXpxJB WbW8ogQlll UfzJdlJ-XOrreREfAmP8mU_5EFt6RHepoQkBGBECbJhRNAzjFNN 6-0-0 6-0-0 Ci 4 a 0 1.5x4 II 2 3 2x4 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 0.99 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 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: 19 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, 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 guide. REACTIONS. (lb/size) 1 = 221/5-11-4 (min. 0-1-8) 3 = 221/5-11-4 (min. 0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 1 = -86(LC 8) 3 =-121(LC 8) Max Grav 1 = 221(LC 1) 3 = 221(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-203/335 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 86 lb uplift at joint 1 and 121 lb uplift at joint 3. LOAD CASE(S) Standard ... ..... .... .. i55si fle3u¢ssv«tir�ke'i•Ii=gn4VSi85t68'PxEis€iEW'1(0F°Ir57air€YigN "SN�fii^6ii5rkrm, to feF rase'srsw15r3[lxl3sasTaimskJ.n.o'16B;dNt:rtkcrl.'em»IA,13 Mon. sN3neiue wit. Vans si>cfi nzNake't9,a ' i3• r r 1 Vt fs! � ie� tf 4 wilt;tarrts55:aktaAkmln6nraAstt,a.r.�3rmn,ra!w�tgff3a1de3rn3a�lga ama>nrat�rst:n5:md r3rsl;rysnauimkrtr�pBkS,d:v}ai". dmillUoalr,aaftM-I.Paslrannzpa�s;ro `mrra mra AnthonyT.Tomboll:.P.E. Wm1!615mnrutn�ll14nunpeuaq, �a.,e5,n3g.,erst�muNtreda5r�x,o:r,urxr.Wittr'NMaikln:dleiophziIIIl.rnhrrc5dektl.umarsru�att�e �Nug�e�r5ny:,3mc�na�na�t5aecler.s�.ibh� #80083 ' kthelqr9jWnffansceI1.1,relal.a.^,.Valktr5si esaigak5ses 4ris Saltst6epnases's tiwa.5ias r(i�rtltiSmdh Mai Raw nkS 4IR rssnl3d(aa.ir7,95°m3s93 n;reui7xinsseN Ehssdket+ssgeti}sss; run P3cm [elae3r etbas kamdaGu>t nl!ss : 4451 St, Lurie Blvd. An:NilinlfrmlfSjtimC¢7 TjiN{gnk+5ti1R]Ef egrt[p3Skithef. ij31'MiglSfj rlr�nXlSX�i 3r titJ i;kSrSY�EiT.3S.iShm rtjikrn��iwlUr, 7�5lrA£'al11No5NGf�,INmQbr. Fort Pierce, FL 34946 �`Copyright 02016Alkollimts-Ambnyl.lamboIII, P.I. itpmdadianOfINS damment,inany lnsas,isprobi6ittil Moulih Wduenpermissitnham A-tRodirussts•Anibecyl.Tomb 111r,p.t, Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186417 XCAS6812DM2E MV8 GABLE 2 1 Jab Reference (optional) At 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 Feb 20 13:06:30 2017 Page 1 I D: FJ M?bXpxJ B W b WBogQ II I UfzJd IJ-XOrre REfAm PBmU_5E Ft6RHczSQnxGByCbJhR NAzj FN N a c3 0 1.5x4 II 3 5 4 2x4 1.5x4 II 1.5x4 II 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 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-P Weight: 27 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 6-0-0 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 guide. REACTIONS. (lb/size) 1 = 92/8-0-0 (min. 0-1-8) 4 = 13718-0-0 (min. 0-1-8) 5 = 393/8-0-0 (min. 0-1-8) Max Horz 1 = 144(LC 8) Max Uplift 1 = -2(LC 8) 4 = -75(LC 8) 5 = -214(LC 8) Max Grav 1 = 92(LC 1) 4 = 137(LC 1) 5 = 393(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/111 WEBS 2-5=-344/552 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 2 lb uplift at joint 1, 75 lb uplift at joint 4 and 214 lb uplift at joint 5. LOAD CASE(S) Standard if=q-Weut rsNpuirx6e1-1t;S:IMF,'r5adg,RJEWTHIC,10`r06 f€:iBL3 R1F:2KD4ii7Ec bi'hss. Ttidpltt;xMuek'"twiea;t-0,W1 di'e4}raAslxp:tt st>•'kts�i[gke lDEknrdi!! eI tt e,g5Eyi5tay a., tslry xpAet pvR.; 5r3IAA �lIDDrexrSersnxitpita:tx A!&P tt iaat}gmeaiy:rgsssatry fd 6eltsfp XxsmgltLn}iepi.5efaa@riiDulf,% u7ild. :IrEtuyens}zxpl .fn„yn 0.Tus, }ah4(?; Anthony T. Tornbo II:, F.E. xdesesfRkit SsterSmLrEEapt52trt pttsidFa.xk.6 atS,d.CeSfs 'rde;WudtE dv;DuiESu iAAt ce.m f<ii!(, ktt +n hfdlzzvg aa� ?ICTugkcrddiiet:Dtiur`ik rrf3t'iw,5.lsiaiegs�Eag,stue}, wtt�maadLarxg tieGt lxry }}iH:ttt #80083 ' teinkAj"8'si(AC�rf:7tti$.)D3iAi5gsi f8@li'.DSsE(Np}�'EJSO�ladi£3tA43}Se S4i($9jfISpE1K'iL{:fi5€.'#f¢[i{$)j1�311SYa Fj.EEtEd it�iSRfe'(tl6i}diif FEYPI{AlOA2)rv:d�efS�I Rt§}dib�At31}tpjfht5 t�$tr:R}SDFSty�M1ry rRT Qt t'F (kp Yi �{iRS'},�EifdtHWGSt 44u15t. tube Blvd. it,Aau:ti"rzA3pdt mn 5d tenr�: t,.apa�esant�rc;utn}ss�,6gre I;ND� ,eswisyers x.�h}55putaEFSiAAr{dartA6�Aht.0 e;aepltc:me:+�tp�tFu. FortNeree, FL 34946 +[opydgti02D16A-I goal itnsses-Anthuyl.todoIll, P.E Aepfaduaiand1hisduwment.inany lumhprabibRtdQhuaiThe wriuenPermission Uamd-19aoi3rasses-AmbeEyt.IorboIll. P.L Job Truss Truss Type Qty Ply Std Pac/6812 EL B XCAS6812DM2E MV10 GABLE 2 1 A0186413 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 Feb 20 13:06:31 2017 Page 1 I D:FJM?bXpxJB WbW8ogQlll UfzJdlJ-?bPDsnEHx4X?OdYHozPLZU853g5x?bXMgzR?vdzjFNM 10-0-0 10-0-0 Y 0 0 2x4 5 4 1.5x4 II 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 0.57 VeR(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 0.25 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 35 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 6-0-0 oc pudins, 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 guide. REACTIONS. (lb/size) 1 = 126/10-0-0 (min. 0-1-8) 4 = 171/10-0-0 (min. 0-1-8) 5 = 504/10-0-0 (min. 0-1-8) Max Horz 1 = 185(LC 8) Max Uplift 1 = -7(LC 8) 4 = -93(LC 8) 5 = -275(LC 8) Max Grav 1 = 126(LC 1) 4 = 171(LC 1) 5 = 504(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-310/134 WEBS 2-5=-425/665 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 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) 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 7 lb uplift at joint 1, 93 lb uplift at joint 4 and 275 lb uplift at joint 5. LOAD CASE(S) Standard iiuzF;•flene r»,^JI mu;4e'9:[T:1lRSS?$j$tls9"yEfflflflitt41EN%it[q)Sl€Slcq{ti!fl�EStp9&J'6(+�61'hn. res Nretpnezet�lalseetullsaN;'m5ftsi;lt55+nr(IC:jaiRl StYeln,t.?ec�el4 rk.Ulcew 34rpllfen nl. Will snr se s�edaSe FGO,M+ Pl':AUM'h?11AS heos'lia NiNtok Ora Anthony T. Tombo 111, P.E. eodaa$Im: rnn5eelxpr 3kyt5 ra;rawwwa5$le.w,5s5e.arse:>uaer:eanes ydux,ltut„m><Stla,lu:;a:IS.dr�rurla:samt. r5aern,emnnwapsdst;adsl;m5,;:rMar;ym5y:,�.,ncml.�dnx i,ae4ee�ll.uuryd 80083 i ►t la Ellrre ipr ad(LrdtAf lit5kl Sdl�IDQlr:}t!((Nra?L5t%rt}311t1+R141Qi(�rClSfAmI.SS?41 ftSYLt994�((Sjrtkli�`d{pQl a1$S�J 11t ItrtSMldfRpFFfi11;qfm 0?N:ma33tt�A5ii}:{r{SUI$fitS t. M Ims Ri p" furs W. 11iml ¢111ti5Y ti1(±1Y,f4115! 445Z St Lucie 814d, OMM.6,4dite(s�mlaglelsrea6nrJdperlOra:Sausete4 in holooirbfw, is Solar to hsipsr,s Tsrs:pstlaElyfanda7lortnr. SH¢r invdtscs sn esN disles-1. FortPierce, ci 34946 IFL Copyright02016A-1Rodlloson'Anthony1.tombolll,KE Reprodultionofthisdowmeat.iomykm,isprab'l66ed.ifboalthenritteopermissionhomA-1goof imsses- Amhesyt.lombolife U. Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186414 XCAS6812DM2E MV12 GABLE 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 312016 MiTek Industries, Inc. Mon Feb 20 13:06:32 2017 Page 1 ID:FJM?bXpxJBWbW8ogQl11UfzJdIJ-Tnzb37FviNfsOn7UMgwawhDKEQvkl QV2dAYR3zjFNL 12-0-0 12-0-0 Y O O 3x4 5 1.5x4 ii 1.5x4 li LOADING (psf) SPACING- 2-0-0 CSI. ± DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 I Vert(LL) n/a - n/a 999 j MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight: 42 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 6-0-0 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 guide. REACTIONS. (lb/size) 1 = 173/12-0-0 (min. 0-1-8) 4 = 217/12-M (min. 0-1-8) 5 = 592112-0-0 (min. 0-1-8) Max Horz 1 = 227(LC 8) Max Uplift 1 = -19(LC 8) 4 = -118(LC 8) 5 = -322(LC 8) Max Grav 1 = 173(LC 1) 4 = 217(LC 1) 5 = 592(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/127, 3-4=-174/271 WEBS 2-5=-476/726 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) 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 19 lb uplift at joint 1, 118 lb uplift at joint 4 and 322 lb uplift at joint 5. LOAD C'ASE(S) Standard 6u yfie,enrn ank e'k1MFnuts',rs1urre1a:uWa00tnsrt4 hop rct;,6"'Ved:rdaaio,edt patU-IrFitts tWta�dtparn,�nxup�,dfl:�ohueaat�t�y,rpHv:;bran,eedRdnnro�tlrnrd,pi�dm,Letoo,ttt,�dnlrlL+dtsy,nup�.G,dnr, Anthony T.Tombol[t,P.E. zdrtedlds tnnfeturte7lrptr n;tecsdimd8:�ssv,xAsufs u*itdstedaflet LsphsFbSa,uW m:ttlzlls lf, R;ad t4=tmd sa'ttxt:et ard,Eti. tfsgpntldlSel,aai wt:`idd,tdie �ns4�i:adietivliapsluq;a!IcFcriseadirtfiig sdsCle&nqu!deay�' - #60083 ' 9stutuyh;iyscrolfeebehr itlsa�ss:twtmHst:Oedlvtrnr,;ts¢tg#sesdtlstaNnyGepx�'Sdt'rh'ws3iae{E(Sfyekiis7alEr tlalSS.lmttisrtec>ohrgasnlgddun, iPildt5ses:ktnaaesik.Rsnbdka'tsdkef•tss9esi;n.[rossP?syx[egstuudumsP.arAa4orn,satess 4451 St. Lucie Blvd. dFart Pierce, FL 3494& rtnaindth,dyd a tu"ffisptrlq,eG �rai>jkdlputias SseLr4IIel..ss 7as ptepr� is 8p11e teitisy9sttrxeirossSssisnGyietn egd ii.�, S:;uEtlyed�cs ettes ds�d m Ittl. � CapysigdE0301bA-18eaf1tasus-MEhcsyl.Twin ill,P.E. igmdatianvilhisdawor'iaany tarm,isprabilintJQbautThe ns0;eapermissiozbamA-1goal Trusses -AaShecyl.lanhalll;P.E Job Truss Truss Type Qty Pac/6812 EL B XCAS6812DM2E V4 Valley 2 �PIY 1 �Std A0186419 Job Reference (optional) Ai Moor Trusses, Fort Tierce, FL 34H4ti, design(daltruss.com Hun: 8.020 s Au%pat :Lz016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:32 2017 Page 1 ID: FJM?bXpxJBW bW8ogQIllUfzJd IJ-Tnzb37FviNfsOn7UMgwaWiihNYEURk5kV2dAYR3zjFNL 2-0-0 4-0-0 2-0-0 2-0-0 4.00 12 a a 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 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 guide. REACTIONS. (lb/size) 1 = 95/3-10-8 (min. 0-1-8) 3 = 95/3-10-8 (min. 0-1-8) Max Horz 1 = -8(LC 13) 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=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. 2x4 2x4 3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TIC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 BC 0.06 Vert(TL) n/a - n/a 999 WB 0.00 Horz(TL) 0.00 3 n/a n/a Matrix-P Weight: 9 lb FT = 0% 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 ., ... 'ta.:ed rya3l u�(�'y,tt�.Ni 6t'til=J: )tOSi.''>�$drSx} airil ift4:Lte�ilik�1$rl�iCai('!7!ii IS:Si� cl7�riA1'hf9. ralp dtijtrF,PSRE!ikttft{ed:: illif l!Fiftk:l�:(rahr(SD(�ai't M�i.':FF04 �>l�.itlL'IIR SQtdlthre FM. ru�`f1f hN!1i11 tMtdp eilO�Rlr An asses tru«r.!prEs>fe:t<n>as zelt�th$E sett. tset:s:erps hemai N:nc:ap rrpuer ca adH�ricGrrprnrr!Wkupl�lattlttd nmoi Yp,eanlrr;pusdncpin r:titdpdcu uipili!nt isreesmor i3oilrr,wte!ln t. p;H aigaass s!!im::la lucrom,s roer.�n tony T. Tornbo H1I P.E. ainsdrsnTnn hra.Sxidajue..Ex rastt md�:axn, ds0anfses+ inlyWa!5err rvgecr7pa,G hrreazna'Nx:if,?N6:ad ntlndlvdvra9r17ir1.i'upped dHelAru eq!ultrad#t �!ast�+'stul lied. sh!e;yishl':maerlkKapsSeG6e 1'xr x.E}i;1ld #80083 ' tslar.Oer_xu�+�lsltaaxEx.d7nussElEdmtisPDai6simfinsafld43vesahtb+fd!spUe7neC$dhttsacosaEt60rdlily'PteNlG!1v!/rderteeedfrtl!aldae.Rbids5an#ervglucirs.evddriesftstinisxugnr,InisR!sate3;stEEcslrrt.sla�ledns,teless 4451 St. Lucie Blvd. o3ertisrd[haiipats !!Sol Fort Fort Pierce, FL 34946 fopyrigbi02016A-Itoolitassts-Anihtay1.lomho III, P.E. Aepredauionof@is Name, Job Truss Truss Type Qty Ply Std Pac/6812 EL B A0186420 XCAS6812DM2E V8 Valley 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 Feb 20 13:06:33 2017 Page 1 I D:FJM?bXpxJBW bWBogQIIIUfzJdlJ-xzxzGTGYThnjdxigwNRp2vEUEep5TX7fHHw5_VzjFNK 4-0-0 8-0-0 4-0-0 4-0-0 4.00 V2 2x4 4x4 = 1.5x4 II 2x4 Y 0 0- 12 8-M 0- 112 7-114 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 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 FBC2014lrP12007 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 quide. REACTIONS. (lb/size) 1 = 134/7-10-8 (min. 0-1-8) 3 = 13417-10-8 (min. 0-1-8) 4 = 283/7-10-8 (min. 0-1-8) Max Horz 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 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) 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 .. .. ........ 3arF3•fln»r}rn^J•ndit}t!r'ldti�s ttGSS:i�Stl19'£JtDs!rfi4kltgRCfplSlnlfN a{°Wrclj.tse���^6ugi'tma.rn>(idrp,;rd.d�!dmiteds4�sa�s:nab:ann';ttel;niite7[+icnt'[�ai41£UfntanArdtldaads Adssr6st}set�HwSaiGg,F47 wtds;do awaa TtnarastrPna,de ttFrnagr.�agmnt.},syctattsar,ada te4ntaprt,d xuxltwrdndxMaadr� ntydgds aryarweEoy,ar«fayxrtnntptidonertoedt,urntttg.ivagen ap�os.t ; assud Anthony T.Tombo11i,P.E. >AdFseddarntdlaw.5xli a�roFsccaritr,{ C}xu,tLC.ttlsA ir.3rgaftrt4{.kap]sgm,td6estt'aistellt,3tC;al tStludlw e+n;n?e[ri7/1. ikq;mAdlSt1:6 ¢E ur ,e dYe ua4u of sadia;,ttarc;e,a9d"an�hdrgfsAutendt ,m.a,ar - 480083 ' ii t9tfayitAi;att W9(nd¢ht.iltxatlow M944.0h rik7v54f(4.�i�d111�8ifl�(�(d� H{'1:'i �TNitAtlt{(j�g iil�6f ifl R(it:6 at i�°t d�fd;gRCdirAft9tt,r}t��.�..adi'�t atJHitR:d>§3161 tfla$rPI rnSS gPSIS+etr,rta3t gtS.�Gf&4t U{i1F59'd#�uNgtelat 44515t. Lurie Blvd. ebtt}I312S(Vid6(i(1 9PN�SyEFb}litlTj i, [gya'JtS;Fiit?r� li",95S6dU}tfS�iAtYit gbl tl rA Bg.alS3!`,Cr'dSf:iSit6ltltjiNK6l d4)tW1Rj.x aylh'i34(it.Q5ar i5 k;ddnittl. fort Pierce, FL 34946 topyrigbt (4 2016A-I Realbews-Ambenrl.lembo III, Pi :ep odutrion el ibis dnwment, in any fumis pmbibited.itboanM1e xrinen permission atom A -I goof Trusses- Whorl. Tomb III: PL Job s Truss Type Qty PlyTJ,b ac/6812 EL B XCAS6812DM2E FV1 Valley 1 A0186418 ference(optional) Ai Root Trusses, Fort Pierce, FL 34,446, deslgn(daltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Feb 20 13:06:33 2017 Page 1 I D: FJ M?bXpxJB W b W8ogQ II I UfzJdIJ-xzXzGTGYTh njdxigwN Rp2vERme m W TW3fH Hw5_VzjF N K 6-0-0 12-0-0 6-0-0 6-0-0 v 0 d 4x4 II 4.00 MY 3x4 :::. ' 3x4 1.5x4 11 ,a 0 LOADING(psf) SPACING- 2-0-0 CSI. DEF.L. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC / 0.26 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight: 36 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 = 196/11-10-8 (min. 0-1-8) 3 = 196/11-10-8 (min. 0-1-8) 4 = 519111-10-8 (min. 0-1-8) Max Horz 1 = 39(LC 12) Max Uplift 1 = -100(LC 8) 3 = -105(LC 13) 4 = -181(LC 8) Max Grav 1 = 201(LC 19) 3 = 201(LC 20) 4 = 519(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-367/493 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 100 lb uplift at joint 1, 105 lb uplift at joint 3 and 181 lb uplift at joint 4. LOAD CASE(S) Standard A'n�s8 Pimt�nay:hmkx8t'4Sl iEiBCSSSCittLMyn%tte€iEWS6C01iri37lS(nIBN{'E8!R'IS:ct9Y,iC6uEk1"tan.ttrl;ltigt!¢re:+.ssudtett¢$:5Hers inninyaRarulilC6,nfYt:slim!r.:'eriafl6liUlnetn5btetlefin in.. kiss aFetWitt Vnivi4t7A,n1! Yi':e4s.e+Ja p!5st s47 lt4sMlnfxlD€hit 5dd barro:t Jrgtlelssa s.t,�tdtlgitjiao},4a mrie 0110eznol I" W'sodfitin;10.1 hI MMIhfiDnir,nit,III6'eek5tytasuapun:,tzkalsnttnbt Mier Arstbony T. Tombo III, P.E. adnt$WSlnutmtarSalfalm'.atrpa;idntrss4a8+ns,htC+atfsu'iaindtlula6tMaa{atspm,iabtsnnexti`tteaf,2e6CtridsfmYlxlnBstletdiFlLiagpttsNdgtiv6siaslielSvlBt"vr.5,ss!aiigd�it8,susyyahl"xa¢endlstCo8f8¢Gittxrspc5iki3rat �g!�a83 ' lelaibe8la;F.^^.emifnbas`Er17gns5dattafkP.On8Ea8satnsal8�k5te5tStatSa'tn8foc8rK^'S$>!.fte'3SatliuitSll8 lu5:li8';fltalSSJrttsdenetMletBnnitn8na Sill#fuss4n;8euue° e5ni3,+ietdimL s56eG;rts:Tail kisbliewas/rn;sWseass,ssles5 4451 St Lucie Blvd. raualuk?ndSfaW:r�s?ulcseagrrakyE}sulutiesstalrtt'ikttns9esl�FigbtaisNl htaenl stgsx,eLnSirmn69inntfarlaCtisp,l:�as.aM!ac:annl eaanl�l, Fort Pierce, FL 34946 [opyrigli02016Mloolitasses•An16aayl.tombo111,P.F, Fepsodustionoiibisdammeat,laany firm, ispw6i60edwadaathe wrillenpetmissiootsomA-111001rasses-Ainhuy1.lombo111,P.E 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_f_ramed_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.AI truss.com .a STRUCTURAL, CONNECTOW A MOW Company Haneers Allowable Load (lbs) DF-L/ SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, ' 655 750 820 510 - (4) - lOd (Header) FL821.39, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - _ _ _ (4) - 10d (Header) (2) - IOd (Joist) T2 JUS26 1881, 85d 975 1060 1115 (4) -10d (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - _ _ _ _ (4) - 10d (Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 - (22) -10d (Face - Face Max Nailing) FL822.36, (6) - 10d (Face -Top Max Nailing) 08- (6) -10d (Joist - Face Max Nailing) 0303.06, (6) -10d (Joist - Top Max Nailing) RR 25836 (4) - lOd (Top -Top Max Nailing) 13116-R THA422 2245 2245 2245 - - _ _ _ _ (6) -16d (Carried Member- Face Mount) (6) -10d (Carried Member - Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face , Top Flange) (4) -16d (Top -Top Flange) THAI422 1835 1835 2835 - - _ _ _ _ (2) -1od x 1-112 or 2 -10d x 1-112 (Carried Member) (20) - IOd or (2) -10d (Face) (4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) -16d (Face) FL13285.35, (12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - _ _ _ (11) -10d x 1-112 (Carried Member) (20) -10d x 1-112 (Carried Member- Max Nailing) (20) -16d x 1-V2 (Carrying Member) (10) -16d x 1-112 (Carrying Member - Max Nailing) .%, ul SP STRUCTURAL CQNN CTORS� A MTek- Company Allowable Load (Ibs) DF-L / 5P LSL LVL PSL SPF I -JOIST LISP160% Label Label Stock No. Stock No. Code Reports Code Reports 1007Y.115% 12 % Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 31T5 2285 - - (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 34 5 1550 (14J-16d (Face) (6) -16d (Joist) HTU26-2 2940 3340 36 i0 2175 - - - - _ (20)- 10d(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 46I0 2140 - - - - _ (26) -10d x 1-112 (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 51i0 2000 (22)-16d (Face) (8) -16d (Joist) 3820 4340 460 3485 - - - _ _ (26)-10d(Carried Member-MvxNailing) HTU28-2 (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - - - - (14) - 16d (Face) (6) -16d (Joist) a STRUCTURAL. CONNECTOW A Mder Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 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 HHUS48 4220 4770 5140 2000 - _ _ _ _ (12) -16d (Face) (8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26.2 43SS 4875 5230 2155 - - _ _ _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915• 4505 4795 2235 (20) - 16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4875 5230 2155 - - _ _ _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 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 HGUS28-3 7460 7460 7460 3235 - _ _ (36) -16d (Face) (12) -16d (Joist) ^'41h" us P` 114%;STE2UCTUM CC. NNECTQRS' OA.WeW C4rx►.PanY. ras�enel wuilydllnuu IQUIO Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4) - lad (Header) (4) -1ad (Header) - T1 JU524 LUS24 (2) - lad (Joist) (2)-- lad (Joist) (4) - lad (Header) (4) - lad (Header) - T2 JUS26 LUS26 (4) - lad (Joist) (4) -10d (Joist) (22) - lad (Face - Face Max Nailing) (6) -16d (Carried Member- Face Mount) (6) - lad (Face -Top Max Nailing) (6) -16d (Carried Member -Top Flange) - T3 'MSH422 (6) - lad (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) - lad (Joist -Top Max Nailing) (2) -16d (Face -Top Flange) (4) - lad (Top -Top Max Nailing) (4) -16d (Top - Top Flange) (11) - lad x 1-112 (Carried Member) (18) -16d (Face) (12) - lad x 1-1/2 (Joist) (20) - lOd x 1-1/2 (Carried Member- Max Nailing) - 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) - lad (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) - lad x 1-112 (Carried Member- Max Nailing) - T6 THD28 HTU28 (16) - lad x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member - Max Nailing) - �-- --- (28) - 16d (Face) (22) -16d (Face) - - T7 THD28-2 HHUS28-2 (16) - lad (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) - lad (Joist) (6) -16d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 THD48 HHU548 (16) - lad (Joist) (8) -16d (Jost) (20) - 16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) - Ad (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) I-sp STRUCTURAL CONNEC RS A M.tTek.'Company JUS24 JUS26 MSH422 "M Fu_ T JPII�2., 39 x, THD26 THD26-2 THD28 p", THD28-2 THD46 THDH26-2 47� U)"t INIO.lSttt N, YZ ,THDH26-3 THDH28- 2 THDH28-3 T NOVEMBER 2, 2016 TYPICAL HIP / KING JACK CONNECTION ST-CRNRST CORNERS -ET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach King Jack w/ (3) 16d Toe Nails @ TIC & BC Attach End Jack's Attach Corner Jack's w/ (3) 16d Toe Nails @ TIC w/ (3)-16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC BC (Typ) 0 ! F- NOTE: WHERE REACTIONS EXCEED LIMITS ALLOWABLE INCREASE BC SIZE TO ACCOMODATE ADDITIONAL NAILING ttach Corner Jack's ALLOWABLE REACTIONS: v / (3) 16d Toe Nails 2X4: (3) 16d Toe Nails @1.25 = 408LBS @ TIC & BC (Typ) @1.6 = 522LBS 2X6: (4) 16d Toe Nails @1.25 = 544LBS @1.6 = 696LBS ALL NAILS TO BE 16d (0.162"X3.5") SIDE VIEW (2X3) 2 NAILS �0� 3giDT9j��d�i +► (�,.o`�`"+e�"` q�i NEARSIDE FVT NEARSIDE f1 p� Ff``' SIDE VIEW (2X6) 4 NAILS NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEARSIDE ��¢�•� ret�,Q �4 NEARSIDE NEAR SIDE 0'ivr �'. NEAR SIDE NEAR SIDE NEAR SIDE SEEP., t LPL t t, . �,. .: ,, i?'�... Ft* �+?:4 ks u"i t,} i'4!s:4i�P:ttA Y1:.A't'F$'. if.fd'M_v.5. is flip am '!N »r2 imt4t-ts;±x�67 rytT". fR%!x i a��,4.i, P< 4 N: Pbz�"t 4`a ss ,..,. s1n✓eg lSy <, fi`lntixSEi`.SIt3USSSc'SYY.t �4t di �tSir�tt6o.z;llSgtFt;.rHS.P: SN.dh FyY±rGY �-Ea45i}I'4;tF:.:!i_fi.11�Ee1±?i"t�:i�Ja�,HeB.u1t!'pxSta ISi Ch df4:catMsri t""•.�'f. rS Fz tt3:i;1 YS tfil.l+f{!;a�n»Cf'i�S.IA'i.YJ'9�t s.,am...c':y udc: i^sit try fi++k�is4attyz+f�i`i9#ct«'k4.le+ttttM1xa:rflin[pt7. . .:FIi1SORY 7. CCfiIt�J �T:,9�; . all [*phi &Syx b#earus! - � 4eit chit ksll�itti of"Pt ,tnC'a r?dne tF^).MaZ �dntu'vl ,s, Mw:.�t Ysx srsp aJM.:wxli. NkjS.'r+Se leT.r hi 1.lS jttt +St1YPa:11E�lR itt.rt ^?ElKi9igydP.,eS fry l6oTKVtRMj AP�9,+:t!!i tYtia AM^.1%tilMSMkiwSFPt('+a{lS1F"F'tF' 09R9 _ ����� . . g1'A4 <9ifiIiR t f:![f�a4 gr0.1SRI'm ,1:'.P`GJltibrhSSi}!i'44'.}bt M C[�)7ijAtO.MUM PQ:1TspfRf lti�tAJI.T?o CCIIt; P.{, itP146P8tlE:DC(!}di CJ0.tsPi7tt6 Yt1�S=lS€t.';�.ttQ..lydHl!I(z•111!D pPf"..15iCP IIOT: A�I hdtewsm I{aii7iF i,14a`4 QI, P,E 445tSttCFP �IL'(1. =or€ iirc?, F: 3:476 - November2, 2016 I TYPICAL HIP / KING JACK CONNECTION I ST-CRNRST MIAMI-DADE MIAMI-DADE CORNERSET SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 Attach End Jack's w/ (1) LSTA12 Twist Strap @ TIC and BC w/ (10) 10d Nails Min. Per Strap NOTE: IN ADDITION TO STRAPPING TOENAIL BOTH CHORDS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (3) 16d Toe Nails 2X6: (4) 16d Toe Nails NOTE: CONNECTION DESIGNED IN - ACCORDANCE WITH_ FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ _1 0 n H>zacn corner jacKs arm King Jacks (CJ3 and Greater) w/ (1) LSTA12 Twist Strap @ TIC and BC (Typ) w/ (10) 10d Nails Min. Per StraD Atta[w/ h Corner Jack's (CJ1 a d lower (1) LSTA12 Twist S apC w/10) 10d Nails Min. Per rap LSTA12 TWIST STRAP W/ MIN. (10) 10d NAILS (SEE MANUFACTURER'S -RECOMMENDED CONNECTION JACK/CORNER JACK (TYP.) HIP OR KING JACK (TYP.) tsprnl,nien ,FEBRUARY 14, 2012 Standard Gable End Detail I SHEET 2 00 @ aaaa 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 2 Of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" o.c. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C. (SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED Roof Sheathing \ TO BLOCKING WITH (5) -10d COMMONS. V-3" IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECTTO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE 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) �' Z Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1 /3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING \ TO TRUSSES WITH (2) -10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. End Wall k. CEILING SHEATHING -BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X—SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE 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" X 3") 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" X 3") 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 f VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NAN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS/ 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 / STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD�'w� q. GABLE TRUSS �,'+. SE. IAL 3138CA221000000004C 297DF STA DARD PIGGYBACK FEBRUARY 14, 2012 I TRUSS NCONNECTION DETAIL ST-PIGGY-PLATE �� JJJIIIJ 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. MiTek USA, Inc. Pagel of 1 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"W.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. i]F L FEBRUARY 14, 2012 I TRUSSED VALLEY S.ET DETAIL I ST-VALLEY HIGH WIND2 �a o0 O 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 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. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR GIRDER 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. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS nD rIDnr-P TGI ICC ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. 'k1.5" Max WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX-MEAN-RODF-HEIGHT = 30-FEET--I ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C 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 �+ +�i f �• ,�' � tY' a sf• d ,I•'F. of-0 PER AL 39ACA22100 0000004C1227OF FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 MiTek USA, Inc. Page 1 of -I GENERAL SPECIFICATIONS 0 00 000 1.NAIL SIZE =3"X0.131"=10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA, Inc. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A GABLE END, COMMON TRUSS 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS 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. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. . BASE TRUSSES VALLEY TRUSS TYPICAL GABLE -END, COMMON TRUSS nQ (_IRIIFR TRI I.CC 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 6112 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.T.S. ..+►►t���Il��1�� jay: 1 3BBCA2:210D00OOOD. Ci287DF. KOVEMBER 26, 2014 TRUSSED VALLEY SET 'DETAIL ST-VALLEY (HIGH WIND VELOCITY) NOTE: VALLEY STUD SPACING NOT ® TO FXC FFD 48" O.C. SPACING r— MiTek Uc WIND DI WIND D'__._.. 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 6/12. (MAXIMUM 12112 PITCH) MiTek USA, Inc. raye 1 Ui 7M FACE 'PLIED YTO i PITCH NON -BEVELED BOTTOM CHORD SERTAI� # :. 313.BCA21100 0000004G1287DF MAY 24, 2012 0=I =00 0 00 EA)M 0 00 a MiTek USA, Inc. DIAGONAL BRACE 4'-0' O.C. MAX n Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud ya��"Wz SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss Vertical Stud (4) -16d Nails (2) -10d Nails into 2x6 SECTION A -A ST-GE190-SP R MiTek USA, Inc. Page 1 2X6 SP OR SPF No. 2 DIAGONALBRAGE 16d Nails �—Spaced 6" o.c. 2X6 SP OR SPF No. 2 •\ Typical Horizontal Brace -Nailed To 2x4 Verticals w/(4)-10d Nails \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) - 1 Od NAILS AT EACH END. * * ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS. 3x4 = (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * - Diagonal Bracing * * - L-Bracing Refer Refer to Section A -A to Section B-B 24" Max Roof Sheathi NOTE: 1. MINIMUM GRADE OF #2 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. CONSULTBLDG. 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 A2x6 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. pla Brace (REFER TO SECTION A -A) 9• 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If needed 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR \� TYPE TRUSSES. 10. 10d AND 16d NAILSARE 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. Minimum Stud Size Species and Grade Stud Spacing Without Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SP No. 3 / Stud 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No. 3 / Stud 16" O.C. 1 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No. 3 / 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 On 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 DURATION OF LOAD INCREASE: 1.60 STUD DESIGN IS BASED ON COMPONENTS AND C CONNECTION OF BRACING IS BASED ON MWFRS. End Wall FIRM :jruWs 9 24" o.c. /2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -i 6d NAILS, AND ATTACHED TO -_ BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) 3B8CA22iQ0'66000U41Zvv6z August 10, 2010 I T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY I ST - T-BRACE 21 0� ate/ as 0 00 O 00 L��u a MiTek USA, Inc. Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90%-of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace 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 k i SPACING WEB Nails � Section Detail T-Brace C \ Web Nails Web Nails/ I -Brace T-BRACE MiTek USA, Inc. Page 1 of 1 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 J2x8 T-Brace 2x8 I -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 2x6i-Brace 2x8 2x8 T-Brace MI -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. 10 ''. �'R}(V4•.'j.i'7' • ¢ .. v 3B BCA22100 0000004C 1287 DF FEBRUARY 8, 2008 DID O aVaaa 0 00 0 00 a MiTek USA, Inc. LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek USA, Inc. Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. 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 1S 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. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD\ ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131"x 3") BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE USE ME I AL FHAMINU ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS TO BOTTOM CHORD (0.131"x 3") ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131" x 3") ATTACH 2x4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP -AND BOTTOM CHORD WITH (2) -10d AI IACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131 " x 3") TRUSS r 2x6 STRONGBACK 4-0-0 WALL BY 0- (TYPICAL SPLICE) INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131"x 3") ATTACH TO CHORD WITH TWO #12 x 3" Wnnn Sr.Rr-WS 1216" DIAM.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) 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 STRONGBACK MEMBERS A MINIMUM OF 4'4' AND FASTEN WITH (12) - 10d NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING (BY OTHERS) fR qq ;;.:SERIA.L.;. 4 ;;.:SERIA.L.;. 4 ,I 7 { JANUARY28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENA_IL_SP g MiTek USA, Inc. Page 1 of 1 NOTES: u1. 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. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH 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. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S C7 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 ri 0 .128 74.2 67.9 58.9 57.6 50.3 z 0 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 of 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 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 NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEARSIDE NEAR SIDE ANGLE -MAY VARY FROM 30' TO 60* 45.00' March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT j \u0/ Iju011uOr O 00 a MiTek USA, Inc. SIDE VIEW NEAR FAR SIDE MiTek USA, Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOP PLATE OF WALL NEAR SIDE VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S .131 59 46 32 30 20 p .135 60 48 33 30 20 J U� .162 72 58 39 37 25 [h J Z .128 54 42 28 27 19 w 131 55 43 29 28 19 J .J -n N 14g 62 48 34 31 21 Z 0 .120 51 39 27 26 17 O .128 49 38 26 25 17 o .131 51 39 27 26 17 `o .148 57' 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. END VIEW L / I / \ _ 1-3F 6" FOR 3 55NAILIL NOTES: 1. 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. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE 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 1.60 (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 (177 Ibs) Building Designer is responsible to specifiy a different connection. "' USE (3) TOE -NAILS ON 2x4 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL s-Jua M FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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 E Imo. 3E# "BC A2 2100`00 06 00 4C 12 87. D F r April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL ST-FLAT GIR BRACE FO EXTERIOR FLAT GIRDER TRUSS -I Yttt! A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR -FLAT GIRDER 12 VARIES (4) 12d MAX 301' (2k-6k') 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 :..ttmrri;,_ 000I& si 'SER- 39BC:A221:000000004G1287DF : : i�?I•tF�ni'uoa:dOfrtta�Ot'isY^..E.°T2Ci3.'S.;SEttR'7rFfIW�7R�Si, R' NIF711(t.fail[Lr!1?l'is,FrvGxEM� i,�i!.�4r1dMq.lo'mtniaire.IwMaWiTiaspxpAo.:e,ff:?jeiM txgs.::Rdl(ctLldmur9edb5et o. Mhete4rrant�d«MTA!mIf'... kt wierr, ftkebt:.IahaII6bld-vf: di l!atspwpiq.xrP tgba r>ee tetp ,merme.Mi.nu,mrO6,mtssW.!'4Qmyni di M,Y#ert9dr4+rs-'e, Wt�,d«ssrapl ,rtif. ti.aa{ncnryiat,La19 .w.wfiiuM" luithorlY T. TOmh4 800110'kIT,F E; s/rags!•nL�u! sEl �lg tSirnys2dd•dn:riivc vtCwn'inlMN9� d[gl di,r mlkii,WM>r�KMilclnshdfcllirtivleN RH lr?tt�edtb'vDndsi!;.CowNw7stii. 'A,46m9.TA^fs•A vt6wmlbnkisf.(IkMn4"ni+�-'+'Q ?' ' sr►+atapEtrpd-nifrnr IUWs7NMaesiAedbtP«hKvslp�MOlCdMtLblrtrSd'Rdamcartttf/.ic�rli7i'Iwd.Krnrfiryud4pwprlP+dd6TF.I Ndystla nyeaa,7e:l.±dtasda�tM pt 4�4t�tspwpdy�wWlxfWMr?attr«>N .n�eh.r,xte.PR+�p.+e+vwM•ar.�etnonett4inte.�,h�.nhMtr+ads:,v,r,x. an ty�'nerme.w,wrYaa:,r+:•mmnsrtwirmi: Sty .... 4451 Wcle eiti.. •ivpnipkY�2CddRl:Rdv(TnitsecRvthayT;laskpP�l.EivpvdcnnnvtQisdantee6idiejMm,npivk3mlrid�tmf6iirtiveipermrtsroaM1da%•ltinlTintiei-Aai6o'yT:TvakeTlf,P.f, )CTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES L�aa � 00 or�o a MiTek USA, Inc. IN Mi i eK Uan, mc. , ayc , - TOTAL NUMBER O NAILS EACH SIDE OF BREAK X INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 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 * DIVIDE EQUALLY FRONT AND BACK L 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.(.1 31 "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: A L=(2)X+C v BREAK k 3 l�pl 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X" MIN 6" MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X 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. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING 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. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. -■ Alse RRCD 71ilnannnMAr„f)47np March 4, 2013 I SCAB APPLIED OVERHANGS I ST-REP13A ' � F---i= ® TRUSS CRITERIA: LOADING:-40-10-0-10 0 0o DURATION FACTOR: 1.15 0 0o SPACING: 24" O.C. aTOP CHORD: 2x4 OR 2x6 PITCH: 4/12 - 12/12 MiTek USA, Inc. 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. x3") 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" o.c. 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 MiTek USA, Inc. Page 1 of 1, R � ��, nts:�wtisrti rYii :i+ s�`o�'rie: 4 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 pictures of 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 i i, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses: 2. See details below. BREAKS: iJsC 1 l'^ t? ro1B I ALT' f1tt1ECO SEF?R1NG'GQhiptTiL1N: 3i3ty in ilk In uGan of G SING! DAMAGED PLATES: dslnC, �> TRUSS MObIFiCAT Ot�[: '°trt,ss is [i;0 1:,t1 19hOT[; [Rr 1[td [3? the ?*: xcl Ioc.rtia.l f..t?,lam (7f¢ 7% �s uv:;le �L..e'13iais.: n ed=:d �IfCiP_ late'[[ at Reeds s do lfeci as oc ssib:e, and provide �} S7, ;. dh ncn�:cros as needed. 4xi I F' . x3 I I 3x3 ` . FP- 3x3 ti 1.5X4 I I 1.5x4 II 1 2 3 4 6 8 10 11 `' 12 ,r t 1 r i 22 21 20 19 IP 17 16 15 14 TOO LONG 1.5x4 11 3x6 = 1.5x4 11 1.5x4 11 2" 3x6 =' 34 FP= 3x4 = 3x3 = 46 - s --w MEMBER SPLIT. rrCst�lit, Z ; BREAKS: ; } °t; Tr to provide , i appraxjrn ate length the exact locati L�;- n o f theatc 94'(I-a?IN1l1-E,r il'4ii el multiple br airs, rcSLllt!ng ,n a section 3x4 '= 3x6' iF 3xA 7 iUlli4G f r DAMAGED PLATE . -IS.: t IrGf �i3JiG I.hcit.tlry ff5 addressed, .3x 3 W3 W. 2 i 9 , r r