HomeMy WebLinkAboutRoof Trussesgo
fq
HATCH LEGEND
T TOB @ 101 811
s X>'; TOB @ 121
NTOB @ 22' 8"
8" COFFER CLG.
X'e
r' NO EXCEPTION TAKEN ❑ EXCEPTIONS �T�Etr
11' 4" COFFER CLG
SUBMIT SPECIFIED ITEM ❑-REVISE & RESUBMIT
,',hecklna is only for general conformance with design concept 41
project and general comp iance with 6:.ntract 0-cuments. Contr::ctor
s 'F311ana�b� fu .ont g qnd a� a CIg JI rt isl uIs f oE, i R
t} 1 grin n V L.n .Jart ' t) i br cai ;;i En �s to ail t of
L it QJea andfor coo d;n tion of d o: k T • t u dr.-. --he k to
rI1JE1 dr9W I,yta Sa:i nut f.,lkvJ ('le SO:It:,1„t .f .GSpii) U1 it,
JD.iatian o n requircmn nts of Contr.ct wcmnents nor tot eooa 01
JdMsilooi s to .,hop dr wings.
We e_
ADVANCED STRUCTURAL ENCANEER6N,A.4W,
* NOTE ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
2 d
(UNLESS NOTED OTHERWISE)ke
a a
* NOTE: ALL PS CEILING DROBELOW BEAM ARE
> d
a s _N o
c.. G 3
BY BUILDER (UNLESS NOTED OTHERWISE)
o r o
c
O e N
a a 0
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
_ = d o o
_
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
E m G ,n prn G V w
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
12 9
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
a
c
e�
c `o —
e C
a
FOR BRACING& ERECTION DETAILS REFER
d d
„ d s N
"_
TO BCSI-03 AND/OR ENGINEER OF RECORD
=
j
N �
A „` , Digitally signed by Anthony T
` 1 , Y To tally l
DN: mUS, st=Flodda, I=Fort
T. To m bo Engle 0-Whole Noure
p d�Ar'?* N Tombo, 111, cn==Anthony T.
/ Tombo, III,
•�� n email-Anthony,Tombo9whengi
.�i'tr�+• . eermg.net
Date: 2016-05.2014:12:19-04'00'
AREA CALC
Y—•-
"1 FLOOR 3172.37 e;
J at Tty�tai ROOF 543.3442
�i` t'a•'°aGs FASCIA 471.32 n
aka � �a ... •' � ��
€g�� eS4► HIP LINE 329.1 It
r� ffip ' eaameo V LEY LINE 163.46 it
'- E R If • SHEETING AREA UNDER VALI'ry TRUSSES AND
nn nn n �� rvn nn nn nn ar..n nv n�.. WASTF MATERIAI. NDT INCLOED