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171
OPTION ONE CONSULTING ENGINEERS,
EXPRESSLY RESERVES ITS COMMON LAW
COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS. THESE PLANS ARE NOT TO BE
REPRODUCED, CHANGED, OR COPIED IN ANY
FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST
OBTAINING THE WRITTEN PERMISSI8-N AND COSENT
OF OPTION ONE CONSULTING r GINESINC.
PIANS BEVEA THORD P HTHZETHIRD PARTY Sf
HOLD OPT10N ONE CONSULTING ENGINEERS,
HARMLESS.
SEE ARCH.
''..
PLYWOOD
PLYWOOD
PLYWOOD PLYWD. SHEATHING OVER
I
i
° t (8) #5 VERTICAL
.: �'..
SHT'G
F I
SHT'G
SHT'G ALL CEILING JOISTS
J I S
I
I
:•.: - BARS'
TYP, (MATCH ROOF
I
I
, -• _
M
SHT'G. TYPE AND
` 6
i - HIP W%MAX. 2"
'i HIP W/MAX. 2"
SHAPED 2X BLK'G. NAILING).
:. ;"`""
SEAT CUT
i SEAT CUT
WITH 1) A35 TO
i
I
48 BAR DIAMETER LAP ;:.: , '. • .• . ° . .:
17
.
17 .
P.T.D.F. SILL
I
I
OR 24" MINIMUM :: ..'.• '. y".;•: < CSD
• .� #3 TIES 16 O.C.
_
I
I
I
I
• �• -
BARS.
y f:
° ...
°
"
_
H2.5 0 RAFTER E.N.
I
I
•
- • •• "•' °• • � '
•_
–
"
TO P.T.D.F. SILL RAFTER
I
' °
&1� TS -22 ON EACH
TS -22 ON EACH
I
' • •r (8) #5 VERTICAL
IE 2 --TOTAL
( ) 6X6 KING POST
�1�
IE2—TOTAL
( } 6X6 KING POST
I
I
.' BARS ALTERNATE
TOP OF EXISTING a:.• • .. , : DIRETIQN BENDS
, =
3X6 P.T.D.F. SILL W/ PAI 18 CSD MAX. 48" O.C.
5 j8" DIA. X A307
— _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _
I — — — — — — — — — — _ —
_ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —
— — — — J — — — — — _ I
AC PAVING OR :: a•" : AT FOOTING
FIN. GRADE ':
A35 ON EA. SIDE
------------- -----------
-----------------------_
1=------ ------- ----- ----
A35 ON EA. SIDE -
" ATTACHED TO C J OR
A.B. s AT 48 O,C. `'
PROVIDE (3), BAYS
I
I
.'
K.POST TO BEAM
K.POST TO P.T.D.F.
OF C.J. BLK G. (PROVIDE
SILL (4—TOTAL)
SILL (4—TOTAL) `� ��
o E.N., L=6' BOTH CASES)
CONTINUOUS BAR(S)
!
8 CMU (SOLID GROUT) Z
'
MIN. (2)—#5)
I_ ------_ _ I
W/(2)—#5 HORIZ. BOND
•: .. _..
I I
BEAM 0 TOP, TYP. &
•." `"4 ,, . • '. ;
; "
1 5 BAR ® LINE
..:,",
BEAM PER PLAN
.
8"CMU SOLID GROUT)
OF PURLIN ANCHORS
" ...:, . •:d .
W/(2)—# HORIZ. BOND ��
. .
. d•..
•" �': ` �:. y•.... • . ""
„° y .. ... ;
#5 BARS 12 O.C.-,.,..,..",.• •.,. °..: ' :.'. d. ao
BEAM 0 TOP, TYP.
PROVIDE MIN. (2) #5 °•
• i
MIN 3X6 P. / " .
P.T.D.F. SILL W LUS HANGER
5/8" DIA. X 10" A307— PERPENDICULAR
.. •"
EACH WAY AT TOP ti - -�' ".,
-"`-
VERTICAL UNDER HIP _
A.B.'s AT 24" O.C. 4 C.J. CONDITION
AND BOTTOM ••' •111 111• • � •• •
= 1I— I =1T=1 I1= 1=1I 1=�=mi =�=
28
21
16
C.M.U. PILASTER
11
HIP TO KING POST AT CEILING BEAM
8
HIP TO KING POST AT C.M.U. WALL
1
RAFTER TO C.M.U. WALL CONNECTION
PLYWOOD PLYWD. SHEATHING OVER
I
I
I
BEAM PER SIMP. 3X6 SILL W/
SHT'G ALL CEILING JOISTSTYP
(MATCH ROOF
I
I
I
PLAN ST6236 A.B. s PER PLAN
�
SHT G. TYPE AND
NAILING).
1
I
I
E.N.
2X RAFTER WITH
I
3/8" DIA X 12" LAG
EQUAL EQUAL
A35F's 0 24" O.C.
i
COUNTERSINK 1 "
TO P.T.D.F. SILL
%;
I
I
I
AND PLUG.
I
' ' '
• :.' : ' ' ., "" " •
3X6 P.T.D.F. SILL W PAI 18 0 MAX. 48" O C
— — — — — — — — — — — — — — ---I-----------------
I
-----------------I-----------------
I
-----------------I-----------------
3X8 TRELLIS
;, :'.:� '�:'"-.:."::�°.'':.:"..':d
5 8" DIA. X 12" A307
/ °" ATTACHED TO C.J., OR
I
MEMBER
.;'.: �'_-°..d:.:��... _..�"�r���.�
,
A.B.s AT 48 O.C. .. ;• PROVIDE (3) BAYS
OF C.J. B K G. (PROVIDE
�'A.
d. E.N., L=6 BOTH CASES)
....: .
-r :, •�•' y.r.�.;*��.
�;
I
. �...,:�::.•',;'" : •Y�. �•"
W 2MU HORIZ. BOND
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IL
• . 4 a
'' .. ;..." •:. :
_
IiI A +A •
. .,
BEAM0 TOP TYP & •,, III !II II
BEAM
,..'
.; :;'
SIMPSON6X12
r
"i" ` "
,, ,
., ,
(1)—#5 BAR ®LINE ,
., I ,i ., I ,I
i
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GLB7A `' ' •
OF PURLIN ANCHORS •
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fl
PROVIDE MIN. (2) #5
MIN P. SILL W/ °" LUS HANGER @
T.D.F.
I
I
►
i
I
VERTICAL UNDER BEAM
(TYPICAL WHERE OCCURS) METAL FLASHlNG
"3X6
5 8 DIA. X 10 A307 PERPENDICULAR
/
A.B.'s AT 24" O.C. " ° C.J. CONDITION
MIN. 8" BETWEEN C.M.U.
AND BEAM
27
22
17
12
TRELLIS MEMBERS TO SUPPORTING BEAM
7
BEAM POCKET AT CMU WALL
2
RAFTER TO C.M.U. WALL CONNECTION
----- -----
2"
2X C.J. (PARALLEL) PLYWD. SHEATHING OVER
I
I
I
(4) 1/2" DIA. X 18"
�� � TYP.
OR 2X BLK'G. (PERP.) ALL CEILING JOISTS
I
I
I
I
I
I
p LONG A.B. s. —
COUNTERSINK 1-1 2
AND PLUG. /
12" 0TO
,
W/A35F s � 24 O.C. SHT'GtMTYPE AND ATCH F
P.T.D.F. SILL
NAILING).
� Cl.�
N.
I I T I
BEAM PER PLANS
I
i I i I
I i I I
T I i I 6X12 BEAM
i `x'
11
+
I
I
I
6X6 OUTLOOKER
° �12
SIMP. ECCLO WITH 1/4- THICK
1/4- FILLET TO PIPE
t
'
I
WITH PC66
° STEEL BASE
------ -----------
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I
Q O
I
I
I
PLAN 2" CLR.
----- ----- TYPICAL
iv
3X6 P.T.D.F. SILL W/
4 DIA. EXTRA STRONG �'
d:
5 8" DIA. X 12" A307
-----I-----------------
_
PIPE COLUMN W/
A.B.'s AT 48" O.C.
`
I
I
1/4" FILLET TO PLATE
::
I
6X1 2 BEAM
" d
Z
I
(4) 1/2" DIA. x 14"
LONG A.B.'s WITH
A. "
8" CMU (SOLID GROUT) ..
W/(2)—#5 HORIZ. BOND ' . w
O O O O
1/4- FILLET TO BASE
BEAM 0 TOP, TYP. oo
ao
6X6 OUTLOOKER
I
WITH PC66
C.M.U. PILASTER
a
PER PLAN
UPPILASTER
d.
PER
ELEVATION
28
23
18
13
TRELLIS MEMBERS TO C.M.U. PILASTER
8
C.M.U. PILASTER W/ PIPE COLUMN
3
C.J. TO C.M.U. WALL CONNECTION
8"
PLYWOOD 2X4 CRIPPLES ® 16"
PLYWOOD
SHT'G E.N. C. W/16d's ® 8"
SHT'G
O.C. 0 SILL
I
MAX 2"
SHAPED 2X BLK'G.
WITH (1) A35 TO
48 BAR DIAMETER LAP
SEATWC UT A35 CSD EA. SIDE
HIP TO P.T.D.F. SILL
TOP PLATES
:'• :a. OR 24" MINIMUM
PLYWD. SHEATHING OVER
1/2" FIBERBOARD
�. EXPANSION JOINT
H2.5 CSD EA. SIDE
HIP TO P.T.D.F. SILL
2X C.J. (PARALLEL) ALL CEILING JOISTS
OR 2X BLK G. (PERP.} TYP. MATCH ROOF
MATERIAL
W A35F s 0 2in O.C. SHT'G. TYPE AND
I
I
TO P.T.D.F. SILL NAILING).
-----------------I-----------------
———————————————-�— I -- — — —I
------------
-----------------I-----------------__
.•
EXISTING CONCRETE FLOOR
`
I
I
AC PAVING OR
I
i
I
FIN. GRADE �.",:5 L—BAR
&32-
BEAM PER PLANS
O.C.
° (36" X 12")
I��'
I x
' `�3X6
t
t
I
°
P.T.D.F. SILL W/ -----------------
i
•"
:. * •- : .- :'...
lqN
5/8" DIA. X 12" A307
,
; .. °,`
\
A.B.'s AT 48" O.C.
i
8" CMU SOLID GROUT)
i
I
I
ALTERNATE DIRECTION . ' :. a" . CONTINUOUS BAR(S).
W/(2)-#5 HORIZ. BOND
I
OF DOWEL BEND .° : ; ' ` 4 (MIN. (2) —#5) N
BEAM 0 TOP, TYP. °
IIT—
L L
29
24
19
14
EXTERIOR WALL FOUNDATION
9
HIP TO DROP BEAM CONNECTION
4
C.J. TO C.M.U. WALL W/CRIPPLE WALL
8.,
PLYWOOD
PLYWOOD
SHT'G
SHT'G
iA
A.
SHAPED 2X BLK'G.
A35 ® EA. SIDE
-- V
WITH (1) A35 TO
HIP TO P.T.D.F. SILL
48 BAR DIAMETER LAP
BEAM
', ::• :a. OR 24" MINIMUM
---- -
1 /2" FIBERBOARD 1 2" FIBERBOARD
H2.5 ®RAFTER E.N.
TO BEAM RAFTER
H2.5 0 EA. SIDE
HIP TO P.T.D.F. SILL
t
I
I
EXPANSION JOINT �. PANSION JOINT
EX
MATERIAL ' d MATERIAL
HIP MAX. 2"
CONCRETE FLOOR �: CONCRETE FLOOR
SEAT CUT
C
�
PER PLAN �::•PER PLAN
i.
I
IJ155
L --BAR 4 W32"
L—BAR(�
32" O.C. Q.C.
(36" X 12") .::'" (36" X 12")
I
- .
"
BEAM PER PLAN
8" CMU (SOLID GROUT)
; :. " ;.::.:..:
W/(2)—#5 HORIZ. BOND ,.
I
....�. •:;;:... °.' ''
BEAM 0 TOP, TYP. ;
I
' ► ' a + ' :
PROVIDE MIN. 2) #5
VERTICAL UNDER HIP
I
ALTERNATE DIRECTION .:' ;: d. " CONTINUOUS BARS)
j
N
OF DOWEL BEND r _ :' a (MIN, (2)—#5)
.
;. ,.
d
l i T� TIT I ,
18
s
e. _
..:
25
20
15.
INTERIOR WALL FOUNDATION
10
RAFTER TO DROP BEAM CONNECTION
5
HIP TO C.M.U. WALL CONNECTION
�.i
`r
ri a z
- f
b.
r
z
a
CAIJ
z
0
0
W
z
0
z
F
O
0
171
OPTION ONE CONSULTING ENGINEERS,
EXPRESSLY RESERVES ITS COMMON LAW
COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS. THESE PLANS ARE NOT TO BE
REPRODUCED, CHANGED, OR COPIED IN ANY
FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST
OBTAINING THE WRITTEN PERMISSI8-N AND COSENT
OF OPTION ONE CONSULTING r GINESINC.
PIANS BEVEA THORD P HTHZETHIRD PARTY Sf
HOLD OPT10N ONE CONSULTING ENGINEERS,
HARMLESS.