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HomeMy WebLinkAboutTrust Drawing Revision 11-10-16* NOTE: ALL TRUSS TO WALL AivD/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER ! C cQ ? o E o, E m r- � a c -o (UNLESS NOTED OTHERWISE) a y Q 5.5 _ c a ,�l All ,dl Q„ 19' a" 17' R" NOTE. ALL CEILING DROPS BELOW BEAM ARE •� .. BY BUILDER (UNLESS NOTED OTHERWISE) to = _' _ °' °' 14' 8" 19' 4" 17r 8rr N o a c NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO W L SHOW TRUSS I.Q. AND TRUSS LOCATION ONLY. c = 2 00 d o CJ1 . CJ1 THE BUILDING DESIGNER IS EPSONSIBLE FOR THE �' . 11. STRUCTURAL STABILITY OF THEE TIRE STRUCTURE. d CJ3 REFER TO THE INDIVIDUAL TRUSS ENGINEERING s CJs c O ._ — y i _ = DRAWINGS FOR GRAVITY AND UPLIFT LOADS.- a 3 m = .= CRICKET BY BUILDER L01G............ . -'{ -_ _.... ....._.. _.._.. f CRICKET BY BUILDER Q o i a p •c an { FOR BRACING & ERECTION DETAILS REFER ry ry " TO BCSI 03 AND/OR ENGINEER OF RECORD .. ...... .................................................................... .. ..... ....... ......... .... ..... ....... ... .......... O O '� y� v •� p •77 ... ' _ _ :`.::. `. I : 1 i i. t:: :�:... , ,-,-:- N ... ::- -' , _.. _.: I , .::. _ . _ : i i .« ..: i:. :... _ O -a -O N p CJ1 a -flid y a = a GE5 N .r- Ii ..... N 4i F� GE4 ,, v CJ3 12 J3 L t r- o V8_. _ _... __ „, v..... c a _ F T CLG o CL o Cm L75 yr 411 g CJSa- V4 �I rr REPRESENTS THE LEFT SIDE OF `y _s J7 v4 J7 EACH TRUSS DRAWING a o Sop N d N CD AR J7 11 J7 -O i C C ............... C v� CD A; JUS24 THD6 C' s = a FLAT CLG J7 :a c N -o H o �17®9'4" B> JUS26 JO MSH422 _ -o �I a -o °D CL N J 7 y GG C I II . _......__ . .... ...._. .......... ._ J 7 THD26 K MUS28 -_ J7 „ „ - - -- 6 2 2 0 2. 0. 0 2 0 2 0 0 2 0. 2 0 2 0 2' 0" 2' 011 2' 0" T O" 2' 0" i 2' 21/2" ' 0" 2' 0" 2' 0" :2' 0'r 6' 2".. J7 �;� J7 # (� THD28 O_/ JUS26-2 m E J7 c co J7 p o a -o f-- a = `CD F ®9' 4 G CZ _ THD26-2 C JUS44 _ C' o s_ rn C N J— J7 7 „ d �. F THD28-2 MSH218-2 .� _ Z tt CJ5 r 7 — J x N "' ►Q. a -o o }I Mvz II , JUS46 0 THDH26-2 CJ3 J7 `o' " a o -Q=o —� — 0 .2 cm MV4.1HANGER BY BUILDER J J� EG6 ^ MV2 J7 LOADING 0 F FLOOR -- IN LOAD N I 6 MV4 II LIVE LOAD 0 0 CE -10 0 o a' s A. W. >. `o I i 5 c y E E J6 Q v DEAD LOAD 15 0 170 MPH EXP C o d j MV6 ar m „ �` c > FLAT LG CJ3 'N ,� � 2 C O re ®9$ i, LIVE LOAD 10* 0 CATEGORY 11 0 Q , CJ1 p C" =o 00 _ a CD J6 M1v10 it M4 �� �, y tj DEAD LOAD 10 5 ENCLOSED m .Q E Q Z' , u „ x1 _ i_: s x .:... "'a� _;� f Gu ', - l r _ :-::i _ fV N --. __— y'=i 67 Ci .:. 1. . « .: .O O S � ..... ... - ... - .... A1.::. ........ y A22v4 r 117�s' i f? TOTAL LOAD 45 65 FBC - 201 a o d A23 �,� z DURATION FACTOR 1.25 1.00 TPI 2007 --- y A 4 - REV DATE BY - REMARKS ^' o Q o i {I_ C2p O J5P v12 J5P 1 06/09/2016 MCA ADDED BONUS ROOM FLOOR TRUSSES = 3 I; I 'I - ADDED F18 TRUSS OVER MALL BETWEEN V16 o q �+ CJ3P !o" c CJ3P in 2 OS/31/2016 MCA 4 O = c Q ,� -o d a / GARAGE AND HOUSE . �J'p CJ1p 3 10/31/2016I.MCA CHANGED F 5 HLIGHT ' RGOl .�;, c c -- c rn ram-, ram-, .�-•; fn .••_ O •= C •N G7 'p © a 72 = a+a 3-o 7, T' 7' 6" 7-6" 7, 6" 7' 2" 14r Or, :H � o � .o T •o m i c d o - CL 51' 81, o � m ,,; rn � > o 0 ,o t 3 .n ECOND FLOOR FRAMING PLA, �' $ N = o o . t It is understood that above a L o cc conditions have been reviewed ❑ APPROVED .�.Lij -LU -_• o� & are acceptable for the m o t �' APPROVED AS NOTED E ,. fabrication at trusses, a ,K elevations pitches overhangs _ o _ Q REVISE AND RESUBMIT o c _ fascias,ceiling �- s C' " 0 1- - elevations/pitches bearing � � N ` vs A. REJECTED pa=�R�. I conditions & all detail pertaining o g a: " ,� to this truss placement plan. o a g N _ a �:.: a� IRST FLOOR FRAMING PLAN DIMENSIONS TO INTERIOR BEARING WALLS ARE TO C/L cat,c arges VV e accepted �, _ : � 'E-' izz ,F without previous written DATE v o N . approval from an A-1 Roof -- o a = s ®®p�� Trusses representative. REVIEWED BY. _ °CL HATCHLIPEGEN �f PLAN DATE ARCH: 03/15/2016 STRUCT: 05/16/016 a o L F C" .. • O C tip. C3 CUSTOMER CALATLANTIC HOMES • —a E- � '3T0@ 10' 8_Qaa C" N. 5-c" JOB NAME RIVER E D 7'H S PIANS ANI) �� i1QN ` o d Z -O S L i T013 @ 12 1 _ REQU L_ p N w0- O LOCATION MARTIN N' O O N V N ;� : d a 3 en 1 1 L. Ci O -E C y G 21'8' TC�I t M�TN#Y 1 RIVERBEND/LOT#23 Z p1 BLDG cm 1403 �1 %41Sol004 TYPE \N1 - __._._ _.... .I. ,,;� � jjv, :4ii3 JOB # 65019 Mil 'rg� L - _ E = -�to CD - -o _ 'Y N O y N •_ 4111 DRAWN SCALECD IE V DATE 05/31/2016 -o ..•* ( MCA N.T.S, o. � nl �q dyAnVionyT.Tombo,III a m s , 3 0 o - ,onda Fort P erce• �� W E _ Anthony I _ I- �JZTjt�Hil sEnginearing,cri=AnthonyLU I�/r y//��/ 2 °' -o I- t 4' Berm .n _' — w ._ '^ ,n .- • 2JI'�cn 5 Z 00 Ti O I'Yt % _...._. Date 2016.11,01072353-0VO : Eo a o C3 s{• �: ,- I_CA C �4ti'Ol, ?4 6 AREA �d � a� o � i - 2 � m = 178 C � c m ai c .r.l O.V ft2........_ _. l � Q � Aml ROOF R0QF 4807.86 h2 r- may,, _ - E FASCIA 560.69 �t C3 (0O s = - n g - HIP LINE 218.03 rt §-'' A FLORIDA CORF"IAT1 N _ VALLEY LINE 150.14 tt a C' Ph 772-409-1010 / Fax 772-409-1015 SHEETING AREA UNDER VALLEY TRUSSES A - -_A.y{. // ,} - WASTE MATERIAL NOT INCLUDED http•llwww.Ca 1 truss, com og „o c o .E Lv+ 3 .� •• BLDR TO VERIFY CAt CULATIONS