HomeMy WebLinkAbouttruss Drawing(2)2xO LEDGER
BY OTHER's.
* NOTE:: ALL.. TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER v
(UNLESS NOTED OTHERWISE) m a
NOTE: ALL CEILING DROPS BELOW BEAM ARE -
BY BUILDER (UNLESS NOTED OTHERWISE 1= a
*NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO n N a
SHOW TRUSS LID. AND TRUSS LOCATION ONLY,
j THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 2 ° o
STRUCTURAL STABILITY OF THEE TIRE STRUCTURE.
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REFER TOT E INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS. _ - n = •__
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FOR BRACING & ERECTION DETAILS REFER ,
TO BCSI-03 AND/OR ENGINEER OF RECORD L a, L -
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HATCH LEGEND
2 N 47
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REPRESENTS THE LEFT SIDE OF "' N
3.5/t12 p@ UPPER - -- -- - - - -{ EACH TRUSS DRAWING a
VARIES @ LOWED. 12 9
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- BRIG
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TYPICAL END DETAIL u
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12"DP COFFER LOADING R®® FL® WIND LOA®-gym o o
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LIVE LOAD 30 40 ASCE 7-10 - a
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0A LOAD 15 20 165 PH EXP D �, �, a ,
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LIVE LOAD 1* 0 CATEGORY II Q :
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».�. 0 DEAD LOADJ 10 5 ENCLOSED m o ao
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7 TOTAL LOAD 55 65 FBC - 2014
L a oE 2-2 o
z DURATION FACTOR 1.25 1.00 TPI - 2007 E.
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IRE�T- ATE -YREMARKS
1 110/28/2016 RDS PER MARK-UPS/ NEW PLAN N o
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21 oEE 2' oEE 2' oE, 2' oEE = 2' olE 2' olE FRAME ,
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Itis understood that above �-
N APPROVED
N� \ ` / conditions have been reviewed = o o 0
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P VE S NOTED _
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7�,, ditions &all detail
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to this truss placement Ian. No N C N
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ck charges will be accepted
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: f _ DATE
P N i N'.. I,o„ without previous written
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AO I t tt� row' I OV R-FR MIN
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9 cJ4 T CKS / I approval from — O
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FG1 FG2 FG3 ° ° t Ca u N B )W I_ _ � :, I �, „ a, _
TrUS O
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ses representative. REVIEW a N
1/FG2�FG3 ARE 3 -4 DP TOP @ 12 -4 ,
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AO I I , ,;.' i E J : ... x .' i , I ,..' ! ,., ,,. ; n, , r;• I E 'v m a -a N a
,'' PLAN DATARCH:
� CU FG1 BC STEPS UP 2 -0 TO 11-
ST UC.
OHGTOVER/ I
STAIRWELL
o 2 ou 2 on 2 On z 2'Qn
2' ol'. ...: r
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3 / ,\_>" CUSTOMER J N CONSTRUCTION L °' '_ =
A03 THRU A07 LEG UP TO BUCKET I �, _
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CD N
INTO FG1/FG2 2x8 TIC Dolc%
- --176,'- -
-
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AO i 1 � 16" STRAP REQUIRED � �i 3 � 1' 0 8" �
0 6/12. I v HBri / / c/
i" PROVIDED BY OTHERS
�' �/ JOB NA E McGILLI
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•_ moo„� ti� LOCATION NTTLESISLAN� i
souctifum y 'O„ b ti
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Enginei
/. Associates Inc.ti qy�~b/. 1.r49 N R 6 L •-
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HE REVIEW AND APPROVAL OF THESE DRAWINGS _ ~ o W V
/``N =mot -
LOT#
S STRICTLY FOR TRUSS SHOP DRAWINGS a _
COMPLIANCE WITH ROOF PLAN GEOPIIERTY AND N = O =
DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS BL G BLDG
RESPONSIBILITY FOR CONFORMANCE WITH n n 3
P # - -® n a � N •L C
C •� ,L -a � C
THE ENGINEER'S TRt1SS LAYOUT. THE TRUSS
FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE F—
a n= a.
GENERAL CONTRACTOR IN WRITING OF ANY JOB # 65959 MASTER -
DEVIATION FROM THE ENGINEER'S LAYOUT. THE
GENERAL CONTRACTOR IS RESPONSIBLE FOR E c
COORDINATING AND RESOLVING ANY INCON- DRAWN SCALE o = o
SISTENCIES BETWEEN THE TRUSS SHOP DATE 09/15/201 N _
o v4.� o
DRAWINGS AND ANY OTHER APPLICABLE TRADE R S TS:
INCLUDING ARCHITECTUAL, STRUCTURAL AND a o -- o
MECHANIC N AL. ALL RESPONSIBILITIES SHALL a s
CONFORM WITH ANSI / TPI / WTCA 4 - 2002 E n -a
W �
w
�_ Q N p N
APPROVED; NO EXCEPTIONS TAKEN �" ILE %oor'y g CD
. ......I i® v u G N a7
CALL .4
APPROVED WITH COMMENTS NOTENOTEDAREA
FLOOR 641.67 ft.
I ± REVISE AS NOTED; RESUBMIT
ROOF 1284.59 h2 L
Q REJECTED; OMMENTS AS NOTE® FASCIA 196.07 ft W � FM � o
-,'+
BY DATE .-1� HIP LINE 98.86 +� '- *= o 0
A FLORIDA CORPORATION a o
VALLEY LINE 18.74
Ph 772-409-- 010 / Fax 772-409-1015 y �.
SHEETING AREA UNDER VALLEY TRUSSES AND y — a
WASTE MATERIAL NOT INCLUDED g.., // truss.
� •— CL — a'
"* 6LDR TO VERIFY CALCULATIONS .__.. I 1 ttp.- l www. a 7 Lruss com � n = .� c s o
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