HomeMy WebLinkAbout0018 S202 Roof Framing Plan.pdf�� os
i
�
� `
�
0
�
i
it?
�
�
�
0
i ' o
� �
i
i�
� ..._{ �._ __..v__.___e..�._._._
N
7
� S3C
�
�--- -� � ____ _�
0
�
��
74'-9"
14'-9"
�
16"_0"
IAMINATED Vd00D PtANK
ROOF DECK. SEE ARCH.
DRAW{NGS
0
�
—�---
����.��
I
I
1
I
I
_ ==°--° _�
I
HEAVY TIMBER TRUSS �
ROOF STRUT (TYP.) ,
3 \ 1YP. / 2 \ 1YP•
161_�P
�
! �� IYP.
�
7 6,-0"
7.
�
�,o��_an
75"_3"
�
i
in
EXTERIOR STUD 'NALL
PRAMING SEE ARCH.-
DRA'NINGS
[w��AT
�1�
I'I
IAMINATED WOOD PLANK I�I
ROOF DECK. SEE ARCH. --��
DRAWINGS III
. �
��1 yA
y
0
�
' N
�
� �
,t �
'r o
7 4�-0"
12,-6"
5 & 6 �--_-
�
9
�
� �
�
�
_�__ _._
2�!._�• i
�z'-3° � �i'—� �/z° � �°—i i/�°
�
�
2x6 RAFTERS.
SEE SECTIONS I
�!'ll�l
I i i�� ° i I i ' " e i I I '
I I I I`� I I
� � ' � NOTE 6. f
I
I I I I a` i � ; e' I I I '
� ��' I � � �� t � I� � � � I
I ' I I i � � ; � � i � ' � '�
I� o i e �� o � i � I o
i
`o o i � �� s � o�� i i o 0
I I
+--- o o � r i i i
0 o i
NOTE 2. I NOTE 2. 0�-- NOTE 2. ---�
o � i o r o i r i
o e, o ' e t i o� e r
I s r e I � � e o � i I o 0
�
r
e
I
�
�
B
i
0
�
-- � --r--�-r-' -�—�--r--r-I -r---I--j—�--i1--
i
0 I i B I I i I 1 '
! e i �
s ' � ' � o 0 0
�i e 1 0 � ' i'! 1 f �
� ' f 0 0 � N
�
y B B � ' I I ' I�
I N i yi $1 I i W
� �' �I ( 0 0 � J
� � � � m
i��i � i iJl r � I ' r°o
o m � � NOTE 2. o �m o r
� Q I I � ! I°o� I i i � I
s i ' � i i i �' i ° r
� I� i� � � r I� NOTE 6. �
I�!� I I� � I! I �
II I
I�+--- CL OF D�L 1RUSS --�
� �
i
a � /2 -- �,� t 2'-0" _ ,
0
7 1YP.
S302
12'-4 1/2"
37,_3•
I
�
� � �
EXTERlOR STUD WALL
�— FRAMING SEE ARCH. — NOTE 5& 6 —'
DRAWINGS
ROO F FRAi�I I 6V G PLA6V �
SCALE: 1/$°=1`-0" �
PIAN NOTES:
1. SEE SHEET 5100 FOR RAMING NOTES.
2. PROVIDE WOOD 1RUSSES AT 24° O,C. AS SHOWN. TRUSS BEARING EIEVATION = 112°-5"
TYPICAL AT EXTERIOR WALL ELEVATIONS ARE REFERENCED FROM TOP OF SIAB ELEVATION
100'-0". SEE SHEET 5204 FOR TRUSS CONF(GURATlON PARAMETERS.
3. COORDINATE LOCPSION AND SIZE OF OPENINGS IN WALLS WITH ARCHfTECTURAI. DRAWINGS.
4, ROOF DECKING SNALL BE 23/32" E;tTERIOR GRADE PLYWOOD OR OSB. STAGGER END
IAPS, PROVIDE PANEL CLIPS AT UNSUPPORTED EDGES AND FASTEN PER NOTES ON SNEET
S100.
5. ALL WALL 5TUDS SNALL BE 800 S200-8$ LIGHT GAGE METAL STtJDS. SEE SHEET S304
FUR il`PICAL FRAMING QETAILS.
6. PROVIDE LINTELS OR BEAMS OVER ALL WALL OPENINGS IN METAL STUD AND BRICK
VENEER WALLS. COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL DRAWINGS. SEE
SCHEDULES AND TYPICP,L FRAMING DETAILS ON SHEET 5304.
7. PROVIDE HEAVY AMBER TRUSSES AS SHOWN. TRUSS BEARING ELEVATION = 111'-0"
il`PICAL AT EXTERIOR WALL. ELEVATIONS ARE REFERENCED FROM TOP OF SlA6 ELEVATION
100'-0". SEE SHEET S204 FOR TRUSS CONFIGURATION AND DESIGN LOAD PARAMETERS.
�:
LOAD BEJ1RlNG AND NON—LOAD BEARING
STtJD SIZ£S !NDlCATED ON TNE DRAWlNGS
ARE MINIMUM REQUIRED. 5TUD SUPPLIER
SHALL ENLJST TNE SERVICES OF AN
ENGINEER, REGISTERED IN iHE STATE OF
INDIANA, TO DESIGN AND VERlFY MlNIMUM
REQUIRED STUD SIZE AND GAGE. SEE SHEET
S100 FOR ADDITIONAL METAL STUD NOTES.
CL OF DBL 1RUSS
��'—a �/2°
�- --O
i
eh
�
2x6 LOOKOUfS.
SEE SECTIONS
4
N
° w
O N
i
�v 4;
r �
m
i
x
—t �/z°
Schneider
THE SCHNEIDER CORPORAT{ON
H?staric Fort H�rrison
8901 Otis Avenue
Indiana�olis, IN 4F�216-10�7
Telephona: 317.826.710G
Fax� 317.826.7200
www.schneiderc�rp.com--
A J � ASSOC����S
A I?roFessional Corpotadon
14351 Quail Pointe Drlve
Carmel, Indiana 46032 �i
Phpne (317) 644•7514 Fax (317) 844•7516
ajobs@ajassociatespc.com
�l �
♦ ,:
.�
� ` ,;
,
�
� .
� � •
.
1�
. �
i �
1
' � ♦ .
.����. . ���.
t �
4 `
� 4i
�
� .
:1
"� ' * ��,
.
DAlE: PROJECT NO.:
Q7/25/13 ' 13-25
DRAWN E3Y:�����.��CHECKED RY: �.���
FOX __._�_____ AEJ __,___
sH�er i�n� �
RO�F FRAI°°�SNG P�AN
___-------_.� ._.__. _. __---------
DRA'MNG FLES:
__._— --._.__._e ______.__..-----__.__.._..__
SHEET NO,:
�� ��