HomeMy WebLinkAboutBuilding plans!h%
.. . INZ
_")
�
K
w
ST EAVE RAIL
(11 TOTAL) - 812
1. x 2' O.B.
S.M.$ AS SHOWN
PATIO SECTION
IST
PLATE e-. el
6'x 5'x G050'
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
3- x 3' x 0430' MIN, 6063-T6 ALLOY 2xJx0.OT0 CHAIR RAIL
OR STRONGER (ONE SIDE) WITH
(3) - 812 x 3e S.M.S, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE K-BRACE
M C-C FASTENER SPACING)
K-BRACE
CORNER POST
3' x 2' x OE OR MIN. 6063-T6
ALLOY PLATE OR STRONGER
(ONE BIDE)
(3) - N12 x V S.M.S,
EACH SIDE AS SHOWN
(Y,' MIN. PLATE EDGE
DISTANCE M C-C
FASTENER SPACING)
1' x 2' $OLE PLATE
Y CONCRETE ANCHOR (2 PLACES)
JEU OF TYP. y' 0 CONCRETE
EWS FOR CORNER COLUMN
IH«r� E PLANs AND ALL PROPOSED WM,
ARE SUBJECT TO ANY CORRECTIONS
mUIR€D BY MELD INSPECTORS THAT
fa 4Y or.
NL ESPARYIN. RDER TO
a8�9�,PL Vgr(H S . [YiPPLICA111 CODED,
(5) }'12.3/4° S.M.S.
tx2 O.B. ATTACHED TO BEAM W/
(2)(I)-I/° S.M.B. INTO SCREW BO55
(1)-1/45d(A' B.B. THRU-BOLT
W/ Ax' NUT AND WASHER
O EACH SIDE OF BEAM
$12a' S.M.S. 0 24- O.C.
1x2 O.B. TO SUPER GUTTER
(4) M12x3/4' S.M.S. —�
ROOF BEAM
(FLAT OR SLOPED)
((i)-2x2K%' ANGLE. EACH
(2 FOR 2x8 SMB OR IAR
(4) $12x3/4' S.M.S.J
EACH LEG.
5' or T' SUPER GUTTER
MIN. DOW' THICK
LATERAL X' - BRACING
CONNECTION DETAILS
i ANGLE 6- LONG
B EACH BEAN)
y'Ox3' LG, B EACH ANGLE
FACIA TO BE 2x6 (MIN.) Si.F. NOTE➢
OR WESTER RED CEDAR
STRUCTURAL OF 2 MIN.
(1) y'Ox2' LG. LAG SCREW B 21'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) WO.4- LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(I) A� Ox2' LG. LAG SCREWS
(TYP. B EACH BEAM)
C R) (BET sEN a lal
(MAX)M) BETWEEN BEAMS
&' THICK CONTINUOUS
TO
MEALED FASTED
ARE THE RESPON!
CONTRAOTOR
COLUMN
GIRT (CHAIR
x SEE ELEVATOINS
POR 'K' BRACE SIZE
lxtxK° BY 2' LONG -
ANGLE, EACH SIDE (TYP.
-r::
(4> p,4'6 S.M.S.,
2 B REWS
EACH LEG MP.) /
HOLLOW POST J
2x PUI
(MAY E
(2) IOx4' S.M.S. THRU. 2.3
OR FU
FA RAIL INTO PURUN SCREW
BOSSES
USE /10x1At• S.M.S. 0 24° D.C.
TO CONNECT TO 1x2 O.B. TO 2x3.
1x2 O.B. FASTENED TO COLUMN/POSE
W/(2) $IOxilf' S.M.S. INTO SCREW BOSSES
(EACH ENO. TYP.)
TAIL
AG SCREWS
ROOF BEAM TO SUPER GUTTER SIDEWALL POST
CONNECTION DETAIL #10011O.CS.M.S. ADHESIVEUOUS BEAD OF CONSTRUCTION CONNEC
3" MIN,
PURi,. SUPPORT
COLUMN/POST
2x2x1/S" x 2" LID. ANGLE
WITH
S.M.S. WITH MIN, V
W/ (4) /12x3/4' S.M.S
EDGE
(EACH SIDE)
%'0 CONCRETE ANCHOR
W/2%* EMBEDMENT INTO
STRUC1 m CONCRETE
(EACH SIDE)
llr
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PLAN FOR SIZE
14 O.B. FASTENED TO CORNET
SECTION WITH 014x1Y' S.M.S.(
24' O.C.
2.2,4' ANGLE 2" LONG (EACH
W/(2) �14.%' S.M.S. TO PO5
k 3 5 0 H.D. GALV. UP. SOL
W/ 2 1/2" MIN. EMBEDMENT
� p
EDGE OF CONCRETE
wrw�� PLAN VIEW
�uAb
CORNER POST/COLUMN
TO CONCRETE
CONNECTION DETAIL
S.M.S. WRH IN.
Ib' ANGLE. EACH SIDE (rYP.)
EDGE DISTANCE
%'0 CONCRETE ANCHOR
W/2%- EMBEDMENT INTO
STRUCTURAL CONCRETE (IMP.,
SEE NOTE 10)
�1"x2' O.B. SOLE PIATE
a • y
3' MIN.
. Y'0x9''4' CONCRETE
i� SCREW ANCHOR 6 24' O.C.
arch AND 9" FROM POST (IYP.)
r-u
N
S' COIUMN/POSf
ix2 O.B. SOLE PLATE
Q 0
o
EDGE OF CONCRETE ��—V (TYP.)
N
PLAN jAEj N
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
Y' ANGLE, EACH SIDE (TYP.)
%"0 CONCRETE ANCHOR
W/230" EMBEDMENT INTO
STRUCTURAL CONCRETE (M.,
1
/^BEE NOTE 10)
1E
0.8. SOLE PLATE
2x PURLIN
ly,4"0-V4"
BIA1 MAY
CONCRETE
BE FIAT
ANCHOR O 24' O.C.
OR SLOPED
AND B' FROM POSE (m)
1x2 O.B. SOLE PLATE
PLAN - TYPICAL DI
BRACE CONNECTION
(TYP.)
FOUNDATION/SLAB DETAII