HomeMy WebLinkAbout32 S204.pdfBUILT-t�' WOOD —
STUD SHE�'4R P�'4NE�
GHORDS-SEE
SGHED. FOR SIZE
8 NO. OF STUDS
2x BLK'G. BTWN.
STUDS @ P,hNEL
EDGES
?ac STUDS PER
PL�4N
HO�D DOWN ftNGHOR
W/BOLTS � �4NGHOR
BOLT-SEE SGHED.
POR hNGHOR TYPE
GONN. I-1,'4RDWhRE
T/FOUNDihTI ON
HOLD DOWN ,°rNGHOR
PER 3/S201
V�4RIES (SEE PL,�N FOR LOG�4TION)
SEE SGHED. FOR DIMENSIONS
SHE�4R P,�NEL
BOUND,�4RY
SHEf�i? Pl4NEL
BOUND,�4RY
Nt41 LI NG (SEE
SGHED. FOR
SIZE hND
SP,�GING.)
Nr'41 LI NG TO
1 NTERMEDI,°cTE
PR,�4MI NG
(SEE SGHEDULE
FOR SIZE �4ND
SPhGI NG)
GONT. 2x
SILL PLhTE
SILL �4NGHOR. SEE
SGHEDU�E POR SIZE
�4ND SPl4GING
�IOOD �i��C�� S���Cfi� �'�C1��L
SGfrL�: 3/4" = i'-O"
SEE SGHEDtJLE FOR P�°�Ct�L SHEf4THING, BOUNDl4RY
N�cILING, GHORD SIZE, E HOLDDOWN ,'4NGHORAGE.
� ar
', - .�` . . _ ' �',� .-� - _. . . .. .-.:. .-�.:
: .__ ., � _.� _ . _.:.�: _ ��������� �����
' .- - ... " • '" : • _ '
�,�:
i. INSThLL P�Rt�.S EITHER iiORiZONTkLLY OR VERTIG4LLY.
2. BLOGKIKG Is RE�C�UIRED !/4LL PMIEL. EDGES.
3. PROVIDE SHE�TttiN6 l�ND N�RIUN6 �OR ENTIRE L�E1�l6THS OF WhLL INDIGhTPD ON PLhNS.
4. 9MF�THIN6 ED6E Nr41LiN6 19 REGiUli2ED RT hLL GHORDS.
NOTE:
EXT�IOR SHEf4THING NOT ,'4T SHEhR W,'4�LS SHhLL SE 5/8" OSB hTThGHED
W/ 6d N,'41LS @ 6" O.G. IN FIELD E 12" O.G. @ PERIMETER.
SIMPSON STRONG-TI�.
"STG" OR EC�.1r�L
WOOD ROOF TRUSS
WOOD TOP P�ihTE
(SEE �RGH. DWGS)
DRYWhLL STOP hT 16" O.G. SIMPSON
STRONG-TIE "DS" OR EQURL.
NOTE: USE 8dxl I/2" GhLV. NhILS TO r'4TT,�4GH TIES hND STOPS TO WOOD MEMBERS.
TRUSS PL.,hTE
16"
�P.)
16" FROM F�4GE OF W/4�L TO �'
FIRST DRYW,hL.L FftSTENER (TYP)
DRYW�4L� P�R �4i?GH DWGS.
WOOD i?OOP TRUSS
TRUSS TIE
16"
'P.)
TY� I G�� T���S GOi�i��GT I O�
� ���Cfi� I �G ��CL�S
SGALE: NO SGALE
TY�' I G��. W�L.�. �fi��M I�G
� 0��1� I 1�C I 1� St���Cfi< ��C��
SGhLE: 3/4" = I'-O"
OPENI NG
SGHf� I�IJLESABOVE ER
�4ND BELOW HE,°�D�R
WOOD STUD Wr4LL
2x PLATE
16d }4T 12" O/G SThGGERED SOTH SID�S
2-16d ,AcS SHOWN
DI r'4PHR,�4GM BO� �" "„"�••
4'x8' PLYWOOD
8d NhILS @ 6" C
DI�4PHR�4GM BO
SUPPORTED ED
P,�4NEL. EDGE IS
SUPPORTED BY
UNLESS NOTED
Nhl L TO i NTERh
FRhMING MEMB;
SP�'cGING @ 12" C
ROOF.
R�4�TERS �4ND
OR TRUSSES.
(3) 2x6 HEr�DER (TYP.) @ DOORS r4ND WINDOW HE,�4D r4ND SILLS
2-16d TOEN,�41LS, E,�t. SIDE, F�t. END
RUN VERT. STUD P�ST HEADER �4S SHOWN
KING STUD TO Mi4TGH W�4�L FRf�MING.
16d r4T 8" O/G
TI-tiS DET�41� IS TYPIGhL ,4T
HE,'4DERS BUILT UP FROM
2X S�4WN �UMBER �ND
P,�4R�4LU4M BEf4MS
TY�' I G�L. t���D�� D�T� I L.
�•��:`����C��tT�1-`f��
''"''' 2x NO. 2 SOUTHERN PINE
LER TO FIT TOP OF SEPcM
�
�
,�4TT,�4GH WOOD N,�41 LER TO STEEL
SE,�tM W/ i/2" DI,�4. THRU SOLTS
,�T 24" O.G. ST�4GGERED AT BM.
FL�cNGE G�cG�
�,'
' 2x NO. 2 SOUTHERN PIP'�'
LER TO FIT TOP OF SE,
,�4TT,�tGH WOOD N,�tILER TO STEEL
BEr°tM W/ 3/IF�" DIl4. HILTI DS
FftSTENERS frT 16" O/G, STftGG�R�D
TY� I G�CL 1��°�C I L�� TO
ST���. ���CM D�T�C I LS
SGAI_E: NO SGhLE
fi�00� S���Tt� I 1�G
l��C I�. I 1�C D�T�C I L�
SGRL�: NOT TO SGALE
NOTES:
1. ST,�4PL.ES OR PNEUM,�4TI G DRI VEN N,a41 LS Mr4Y BE
USED IN LIEU OF GOMMON Nf41LS PROVIDED THEY
PROVIDE r°�N EQUIV,�tLENT GROSS SEGTIONr'4L hREr°c.
2. SHEhTHING MATERIhL: 5/8" EXTERIOR GRftDE OSB.
The building design of The National Bank of Indianapolis is a registered trademark and copyright. All Rights Reserved.�
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