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UMCFALSO FASTENERS OR d
VK-BRACE
E RAlI
411 MTAL) - 012 x �' �.,AE THE RESPONSIRILIT
1' x 2' O.B. SAS AS SHOWN r(�j�Yp �(� I'��"
PATIO SECTION Pc-OTPASTTENERI SPACINGS (UOI`(.I[ll`OTOR FII RE'
6' x 5' x 0050'bo
6063-T6 ALLOY PLATE(ONE SIDE) OR STRONGERK-BRACE
3' x 3' x OA30' MIN. 6063-T6 ALLOY2x3x0.OT0 CHAIR RAILPLATE OR STRONGER (ONE SIDE) WITH
(3) - 012 xV S.M.S, EACH SIDE AS ®
SHOWN (%' MIN. PLATE EDGE DISTANCE
6 C-C FASTENER SPACING) O OX-BRACE _ _
CORNER POST
3' x B' x 0,050' MIN. 6063-T6
ALLOY PLATE OR STRONGER
ONE SIDE)
EASA
IS'CH SIDE AS SHpVN \,y/\ X/ GIRT (CHAIR
(W MIN. PLATE EDGE
DISTANCE 6 SPACING)
FASTENER SPALWG)
V x 2' 6DLE PLATE
FOUNDATION I� FQ(E KEBRACE�SIIZE
ETE ANCHOR (2 PLACES)
TYP. Y(' 0 CONCRETE
CORNER COLUMN
EF ,
Z.
LATERAL "K" - BRACING AMGNGIEu' BY 2 LO, EACH SIDE
MITE
CONNECTION DETAI Se LAN' S 1`i�( is 1. Fyi MSED WOFIK
rye' r� plt 9 vr� r �r )Ai"� {{�I�yg! � IB(�.3 11 CpaT O p N" y¢p'YpTlyp�CT O (x
ARE enl4 AYM�6oYL.36t�+Y &rRdi4Y'i6.4si�1d�9
�,< �#� ' RE0141RED rAY E 1El D lEuS�ECi OR� I FSA`f
` Is V E f� rb) T e ORDER TO ;(4> Rr,4�s B.M.S.
�r ",Z(,'WLEG (TYP.)
A'.tPPLlG 17E8.FACH
(5) }'12x3/4' S.M.S.
fat O.B. ATTACHED TO BEAM W/
(2)(I)-1/' S.M.S. INTO SCREW BOSS
W/ 1% NUT 5.5. IR ASH BOLT
W/ )i• NUT NRD WASHER
O EOOH SIDE OF BEAM
I/12x2• S.M.S O.C.
1x2 O.B. TO SUPER GUTTER
(4) /12x3/4' S.M.S.
ROOF BEAM
(MT OR SLOPED) � � A
(1)-2x24
(2 FOR 2xB
(4) /12x3/4' S.M.S.J
EACH LEG.
S' Rr T' SUPER GUTTER
MIN. 0.090' THICK
j ANGLE 6' LONG
0 EACH BEAN)
%'0x3' LG 0 EACH ANGLE
FACIA TO BE 2x6 (MIN.) S.P.F. ljNdftb
00
WESTER RED CEDAR
STRUCTURAL GRADE 2 MIN.
(1)Y OxE' LG. LAG SCREW 0 24'
OO. ENTIRE LENGTH I1F GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) M'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(U Y4'0x2' LG, LAG SCREWS
COn (TYP. a EACH BEAM)
fC (u wee, s.Ms a )2. 0.c.
(MAX) BETWEEN BEAMS
W TEHICK CONTINUOUS
ANGL
ROOF BEAM TO SUPER GUTTER #lOx3/4•
CONNECTION DETAIL 0 2' O.C.
BEAR OF CONSTRUCTION
00
2x PI
(1 Y
OR F
GO RAIL INTO PURUN SCREW
BOSSES
USE JIMU42n
S.M.S. O 24. O.C.
TO CONNECT TO 1.2 O.B. TO 20. 1
W/(2)
TAIL
0 SCREWS
TO
SIDEWALL POSI
CONNE
3" MIN.
PURUN 'L JRT
COLUMN/POST
Jg' ANGLE, EACH SIDE (TYR.)
2xW/8" x 2' LG. ANGLE
S.M.S. WITH MIN. i§"
EDGE DISTANCE
%-o CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
W/ (4) flW/4" S.M.S
STRUCTUPAL CONCRETE (TYP..
(EACH SIDE)
n'0 CONCRETE ANCHOR
_
/BEE NOTE ID)
1SOL 'k2' O.G. E PLATE
W/R`UCEMBEDMENT INTO
7i,
1(J 2'x PURUN
ULTURAL CONCRETE
(EACH SIDE)
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PLAN FOR SIZE
a
T
Ix2 O.B. FASTENED TO CORNER
w
SECTION WITH j14x Uf' S.M.54
�N
24' O.C.
WOWW/(2) ANGLE LONG (EACH SIDE)
yL�=
S,
W/(2/ �14.D. S.M.S. TO POST
& 3/84 H.D. CALV. EXP. BOLT
W/ 2 I/2' MIN. EMBEDMENT
CORNER POST / COLUMN
TO CONCRETE
CONNECTION DETAIL
)g' ANGIE, EACH SIDE (TYP.)
S.M.S. WITH MIN.
EDGE DISTANCE
%*0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
STRUCTURAL CONCRETE (IYP.,
—
SEE NOTE 10)
1"x2' 0.8. SOLE PLATE
mg -
AND 9" FROM POST (TY
PLATE
EDGE OF CONCRETE iu
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
S`
J
AND
Ix2 O.B. SOLE PLATE
\ 1
EDGE OF CONCRETE 1' (TYPJ N
PLAN VIEW
BEAM MAY
BE FLAT
OR SLOPE[
PLAN - TYPICAL OIAI
BRACE CONNECTION
Y." ns• MNCRETE SCRI
FOUNDATION/SLAB DETAI
i
DOUBLE S.M.H. BEAM
(SEE PLAN FOR SIZE)
PQ:
(4)-46'0 THRU-BOLT
W/ 1}' WASHERS
I
DOUBLE S.M.B. REAM
(SEE PLAN FOR SIZE:
(4)-%'0 THRU-BOLT
W/ 11' WASHERS
NOTCH POST TO
ACCEPT BEAM
POST
S.M.B.
O14x 4" ® 24" O.C. (SEE PLAN FOR
(TYP.) —\ i,
(1)-jf tOxi'a" ® 12" O.C. OR
i \
'
(1)-j�1
AT MIDHEIGHT00F BEAM
(1)-#8x/4" S.M.S.
-- 2x2x)6" ANGLE (EA(
0 24" O.C.. TOP
& BOTTOM
(8) 014=2x3Y" S.M.S. EA'
DOUBLED BEAM
(SEE PLAN FOR SIZE)
BEAM STITCHING SCREW ® 24" O.C.
(TYP. TOP AND BOTTOM OF SMB)
TYP. BEAM TO DOUBLE CARRIER
BEAM CONNECTION
General Notes and Specificatic
DOUBLE CARRIER BEAM TO
POST CONNECTION DETAIL
T
Contractor shall field
consideration.
(2)-#14x4$" S.M.S.
THROUGH h OF 2x
UPRIGHT INTO
2.
Concrete shall be mini)
POST ® 12" O.C..
(TYP)
Reinforcing steel shall
3.
All dimensions are pro
POST (SEE PLAN FOR SIZE) (3)-%'O THRU BOLT
w/s';m WASHER
4 .
The following structur
contractor shall verif)
2x SMB�
4' BASE INSERT W/HS' VERTICAL
UPRIGHT
LEGS )6' THICK 6063-TG ALLOY
there is a question a
(SEE PLAN
p0 NOT CAST ALUM. BASESUSE CAST ALUM. BASES (TYP.)
FOR SIZE &
structure capacity.
LOCATION)
(q)-%'O HOT DIPPED GALVANIZED
WE➢GE ANCHORS W/ 24'MIN. EMBEDMENT
O O O INTO CONCRETE.
5.
Screen density Shall b
TOP OF CONCRETE
Alternative Design for
d' ;.' ;' ..
Alloy based on indush
.. :4;..
6.
Unless otherwise note
2' MIN. EDGE
i.
Connections using scre
DISTANCE (TYP.)
4x4x0.125 POST TO CONCRETE
B.
Unless otherwise shov
CONNECTION DETAIL
C-10,
Scre
#1(
#1e
#14 R
9. Structure has been d(
150 mph (3-sec gust)
2014 FBC reduced by I
10, Concrete anchors may
or approved equal.