HomeMy WebLinkAboutVIOC CARMEL, IN - S5RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
Jj¢a�� �Vo,�n�pAJ �
�
DATE: OZ�� 3�ZO
ENTRY ROOF FRAMING PLAN
SCALE: 1/4"=1'-0"
FACE OF STUD (2)2x6 STUDS � 24" c/c
WIIHIN 4'-0" OFF ALL
E%TERIOR CORNERS, TYP
� — — — — — — — — — — —
I �
I \ /
I \ /
/
II \ /
I\\ \ ///
II r \\\ ///
9RICK LINIEL—R¢.
SHEEiU( YP.)IS I I I I I\� I I I I
II �� I
II I—I—I�I—I—I—I—
I I I I�I\ I I I
� I i �
I I = i� � �\ ��
H-, � � � �.
BRICK LINTEL SCHDULE
SPANS UP TO d-0" (1) L3 1/2x3 1/2K
a'-0' ro s'-e' (i) �axs i/z.s/is
fi'-0' TO 8'-0" (1) LSx3 1/2x5/I6
8'-0" TO 10'-0" (1) L6x3 1/2x5/16
NotEs:
i. oNE nNc�E aEqutREo FOR EncH a" oF wn��
iHICKNESS.MINIMUM BEARING 6".
2. LIN7EL5 ARE DESIGNED TO CARRY BRICK OR
LIGH7ER WALL CONSTRUCIION ONLY LINTELS
ARE NOT �ESIGHNE� TO CARRY ANY ROOF LOAD.
3. WHERE ONEQOAL ANGLES ARE USED, PLACE
LONG LEG VERIICAL.
4. ALL EX7ERIOR LIMELS TO BE GALVAMZE�.
TYPICAL SIDD WALL NOiE:
2x6 SiUDS � 16" O.C. PROVIDE
A�D�L SiU�S � GIR�ER iRUSS
PER NOIE BELOW
HEADER SCHEDULE
MARK SIZE & TYPE REMARK
H-� 3-i3; x sY, �v� +Y, Pw REFEa To oEr 3&a/s-s.i
H-z 3-zxie's +(z) N� Pw REFEa To oEr. 3ea/s-s.i
H-3 3-z.s's +(z) 7� aw REFEa To oEr. 3&a/s-s.i
NOIE: ALL HEA�ERS ARE LAMINAIED TOGEiHER w/ PLYW00�
to FORM n s i/z" wmE sEcnoN. RCF. oEtnn 3/s-s.i
ALL HEADERS SHALL HAVE A MINIMl1M BEARING � EACH END
AS IN�ICAiE� IN HEA�ER BEARING �EiAIL 4�5-5.1.
H I�I —1 H� I I H� I� 3 ��
Pl�4LiEi05 �ONT. I I I I I I I I I I I I I I I I I II
��
��
��
2x6 B OCKING w� A35 ��
RIDGEO & VAL �S ..................... ��
............ ��
.......,.. ��
� ��
I I I I I I I I I I I I I I I I I I �I I�
DBLELI2x4 BLI'G. �II
� ROyIF SHT' . ��� o
VENtI� P')G � �� �
II ti
I�Y
II �
I I I I I I I I I I I I I I I I I I I I I j�
��
I�
ROOF iRU55E � 24" .C.
RE . ARCH. SECTIO S FOR EOMETR II
II
I I I I I I I aev. a/s-s.i II
FOR rra. HEnoEa I I I I I II
BRG DTL TYP. II
i i i i H-, i i i i r i i i i i H-, i� i i i r i H-, i i i ��
HIP CORNER� � REE 2/5-5.1 FOR TYP.
JACK 7RU55 i0P PLAIE SPLICE �1L.
REF. ENTRY ROOF
OVER—FRAMING PLAN FOR
ADDITIONAL FRAMING
ROOF FRAMNG PLAN
S�A�E ,i4�-,-e�
i. oestcN uv� �onos: aooF sNow �ono enseo oN ze asv caoueo sNow �ono.
SEE NOIES ON 5-1 FOR 7RUSS LOADING.
2 TRU55 BEARING ELEVATION = 14'-0" AFF
3. VERIFY ALL WOOD 1RU55 DIMENSIONS AND GEOMETRIES WITH ARCHIIECTURAL
AND SIRUCTURAL DRAWINGS PRIOR TO DESIGNINC AND FABRICATING TRUSSES.
4. REFERENCES: GENERAL SIRUCTURAL NOlES — 5-1.
5. SYMBOL LEGEND:
H—� —INDICATES HEADER TYPE SEE SCHEDULE ON SHEET 5-5.
FACE OF SND
ne�.uvo�efi�.a� su nx�.�eee�zoe ers
0
E
w
w w
� tt
� tt
� w
z
a O
m
HIP CORNER JACK
TROSS
ERICK LIN7EL—REF.
scHEou�E n�ts
sHE[r (ttP.)
FncE oF sno
(3) 2x6 STUDS
LAMINAiE� (T1P. �
GIR�ER TRUSS BRGS.)
N
M
O
W V
U` Z
Z —
= W
Ug
J Q'
� Q
U
� � Q Q
o � (/J O
z �
— Z
Z (.a`,)
J =
OU
Q�
� Z
�
M
W
Q7
No. i onwsso
srnrE oF
��� oti� ,y
swia
o�a�n
cnaaaa
oa'e 08.09.19
o�e�ngnoe
��MBH
=Ta��T�^�E����EEa��� ROOF FRAMING
1166 Dublin Road Suite 200 PLAN
Columbus, OH 43215-1038
614-481-9800
www.smbhinc.com
project#: 319-002.018
S-5
JACK 7RUSSES � 24" O.C.