HomeMy WebLinkAboutVIOC CARMEL, IN - S5.1PRE—PABRICAhD WOOD
iROSSES � 7-0' O.C.
��^ � orc Roov Teuss a�Ps
� 7-0° O.C. BY SIMPSON
OR EQUAL.
zx NON-�ono
6EARING WALL
�NON-BEARNG WALL CONNECTIONS
� SCALE 3/4" = 1'-0"
TRUSSES �
O.C. (IYP.)
;OOF 1RUSS CLIPS
�0" O.C. BY SIMPSON
)UAL.
IN—LOAD
Nc wa��
� (2) 2x6 CONT. TOP PLAIE
� � iRUSS BRGS.
I � 7-8" MIN.
eo mirrr
2—M5T27 STRAP TIES BY
SIMPSON OR EQUAL CENTER
ON TOP PLA1E SPLICE.
2 TOP PLATE SPLICE DETAIL
ROOF SHEAhIING —
REE ARCH. �WGS. REf. PLAN & NOTES .
FOR ROOF SLOPE— ��
10d NAILS � 3" O.C. —
� 2x BLN'G EVERY O7HER `
.� 19d NAILS � 3" O.C. TRUSS SPACE ATTACH BLK"G �.
ROOF TRl1SS . , 2x BLK'G EVERY O1HER 1RUSS SPACE. TO TOP PLAIE w/ (3) �
— REE PLAN ATfACH BLN'G TO TOP PLAIE w/ (3) SIMPSON A35 CLIPS OR EQ
H2.5A ANCHORS BY SIMPSON OR EQ SIMPSON A35 CLIPS OR EO
� EA iRU55,(2) H25A ANCHORS OR E�GE NAILING EDGE NAILING
EO � EA GIR�ER iRUSS — CONT TOP CHORD w � CONT TOP
14�-0" A.EF. TO EAVE �¢ CHOR� ID EAVE
iRUSS 9RG. � ��
CONT. D6L 2x6 TOP -� �� BTiM. OF SOFFIT BT7M. OF SOFFIT j
PLATE (REE 2/5-5.1 '� FRAMG.-REF ARCF�' � � FRAMING—REF. ARCH �
FOR TM. TOP PLAIE
SPLICE DEIAIL) ' 2w8 WNT. (TYP.J 2x8 CON1. (T1P.) �
` 2r4 SOFFIT FRAMING, 2K4 SOFFIT FRAMING, �
SEE ARCH SEE ARCH
� E%iERIOR WALL
SHEA7HING EX7ERIOR WALL SHEATHING '
EXIERIOR WALL SiU� —�
5 WEALL_ ,.SECTION
�. REE ARCH. DWGS.
'�, FOR ROOF SLOPE
��
A35 0
�� )
H2.5A ANCHORS BY SIMPSON OR EQ
� En t�uss, (z) Hz.sn nNCHORs oR
Ea � En c�ROER muss
` CONT. �BL 2x6 TOP PLATE
(REr. z/s-s.i roR tw. roa
, PLAiE SPLICE �ETAIL)
ROOF 1RUSSES �
7-0" O.C. MAX.
(� )
GIRDER TRU55
REF. PLAN
14�-0" A.EE 1
iRUSS BRG.
CONNECTION BY
TRU55 SUPPLIER
WNT. DBL. 2r6 TOP PLAIE
(REE 2�5-5 FOR i1P. i0P �
PLAIE SPLICE �ETAIL) �
ExTERtoR wn�� s�uo
II .., I EX7ERIOR WALL SIDD
6 SCAL��O" ����
2x6 BLK'G � SITYG�
x-eRnctNc EocEs (rn.)
REF. B/55.1 (SIM) _ �
EX7END CONT. ROOF SHEA7HING FROM
MAIN ROOF UNDER OVERFRAAIED
7ROSSES EXTEND ID LAST TRUSS
SIMPSON ANGLE A35
OR EQ EA END
(4) 10d NAILS ..........
ROOF SHEATHING.
SEE PLAN NOTES
2X6
'. BLOCKING
VARIES
(4) 10d NAILS �
2x4 BLOCKING
BETWEEN BRACES
WALL SHEATHING
SEE PLAN NOTES
00 NOT SPLICE SHEATHING
� CONNECTION OF TOWER
WALL TO TYP EXTERIOR WALL
ROOF 7RU:
REF. PLAN
INTO
5600 �
BELOW
oe� z,s toP a�nhs
(2) 2x4 OIAG
ROOF TRUSSES REF. —�� BRACE � 7-0"C/C :
PLAN
(2) SIMPSON GBC—��
@ EACH DIAG
BRACE
EXi WALL STUD
�\ �� IA�A � �
RELEASED FOR CONSTRl1CTI0N �CTION
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
�
I
CEILING FRAMING '
REF. ARCH.
10 SECTION
HEA�ER — REF. PLAN
BEAM N07ES:
1. BEAMS TO BE FABRICATE�
OF SiRUCTURAL GRADE
MEMBERS PROVIDING A
MINIMUM SINGLE E%TREME
FIBER STRE55 IN
BENDING OF 1,550 P.S.I.
2 ALL THREE MEMBERS ARE
TO BE CONIIN0005 AT
ALL LOCAIIONS.
3. FABRICATION: GWE &
NAIL AT TOP & BOTTOM
AT 12"c/c ON EACH SIDE
W� 16 PENNY COMMON
NAILS—STAGGER NAILS fi"
ON OPPOSIiE SI�ES.
4. REF. HEADER SCHEDOLE.
10d NAILS @ 3" O.C.
2x BLK'G EVERY O7HER TRUSS SPACE.
� ATTACH BLK'G TO TOP PLATE w/ (3)
SIMPSON A35 CLIPS OR EQ
— EDGE NAILING
— CONT TOP CHORD
, . TO EAVE
BOITOM OF SOFFII FRAMING J-���.
REE ARCH. 7
2xB CONL (TYP.)
2a4 SOFFIT FRAMING,
SEE ARCH
EX7ERIOR WALL
SHEAhi1NG
7 WALL_SECTION
ROOF 1RUSSES
Roor sHYc
ALIGN iRU55 WEBS
���� WITH TRUSSES BELOW
2xfi BLK'G.
� A35 ANCHORS
(TYP.)
\ ��''... . 2x8 CONT
HEADER REF. PLAN
/ Sk� /
1Y.. � Sk��
t �',"
�
Y" PLYWOOD
J�" —_'� i Q ON INSIDE
' , o
�
U
�<
3-2x BEAM
W/ 1/7' PLYW00�
SPACERS GLUED &
NAILEO TOGETHER. �
3 S�ATYP', BE _AM DETAL
REF. ARCH. �WGS.
_ FOR ROOF SLOPE
ROOF iRU55 ��
— REF. PLAN "���
H2.5A ANCHORS BY SIMPSON OR EQ � EA
1RUSS, (2) H25A ANCHORS OR EO � EA
c[ROER muss
J-�� �. 14�-0° A F F
T 7RUS5 BRG.
— 2x6 BLK�G.
/ \\
�
� �
I I�. ROOF SHT'G
� �
� �
� fL E%T. WALL SHT'G.
� �
� �
I - I GABLE ROOF TRUSS
I I
I
I I g
I\ / 5-5.1 SIM. OPP.
_ __ exr. wa�� s�uos
REF. PLAN
i FRAMING
40ER REF. SCHEDULE '
SIMPSON LSTA9 OR
� EA JACN SN�
i SIDDS �
4RING (MIN.)
��-stuos coNt to toP
PLATE) SEC7ION
NOTE FOR HEADERS SPANNING GREATER iHAN
e'-0", aRovcoE (z) zxs dncK sruos nNo (s) zxs
KING SID�S � EA BEARING LOCAIION.
REE ARCH. WALL SECTION FOR HEA�ER LOCATIONS.
,, HEADER BEARING CONDITION - TYP.
� SCALE: 3/4" = 1'-0"
E%TEF
sno
2x6 BLOCNING
BETWEEN 7RUSSES
NnaEo To TOP
PLATE w/ 100
NAILS � 6" c/c
��MBH
STRUQURAL ENGWEERWG
1166 Dublin Road Suite 200
Columbus, OH 43215-1038
614-481-9800
wwwsmbhinc.com
project#: 319-002.018
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ROOF FRAMING
DETAILS
o�aw��e mo.
S-5.1
SIMPSON CS STRAP w/fi-10d !
Nnt�s � Ea ENo
,�X-BRACING STRAP ELEVATION
Q SCALE: 3/4" = 1'-0°