11-109-011t 2"x 12"x 112" A5TM-A36 4-A5TM -A325 GALV. 314"
STEEL PLATE WELDED TO DIA. x ► G " LONG ROD WITH
BOTTOM OF STEEL COLUMN. °-00 90 DEGREE, 4", BENT LEG.
W12-5ET5 OF NUTS m n.
WASHERS.
i
5CALE : 1 "= l'-0"
NEW 4x 12 WOOD BEAM
9"x9"x3/,5"x5 ,V&"L-5►IAPED STEEL
BASE PLATE WELDED TO TOP -
OF STEEL COLUMN
3 Y2" x3 Y2" x 114"5TEEL
COLUMN W1 GOUT. FILLED
CORE.
mom
.rMMIU
0 5 VI I O"x3/a" STEEL PL
WELDED TO TOP OF 9"x
x5 %g" L-5HAPED STEEL
STANDINGNEW 5EAM METAL ROOF ON
FELT ON 314" CDX PLMOOD ROOF DECK W1
i�
# #
=01
111911
.## - ..
2-518" D►A. GALV. STEEL PLATE WELDER TO TOP OF
THRU-BOLTS . ~" STEEL COLUMN
3 '13 /2"xy4" STEEL COLUMN
(BELOW) 2-8 -5/,5"x 1 O"x�/�" STEEL PLATES 3 (/2"x 3 l2",14" STEEL COLUM .
WELDER TO THE TOP OF SIDE
PROVIDE/�"DIA. WEEP HO FRONT VIEW
2-5/8" DIA. GALV. STEEL 3/g" THICK STEEL PLATE AT ABOVE 5LA5 LEVEL
THRU-BOLTS TOI COIN;; PLAN VIEW EACH SIDE OF OUTSIDE LEG
CORNER COLUMN TOP AIL OF BRACKET *� CORNER STEEL. COLUMN TOP DETAIL 1.� NEW COVERED PATIO SOFFtTrx6 WD
V-JOINT DECKING W1 t Od GALV. FINI,
A J. W. P-, � 5W,NO. 54, 5CALE : 1 "= I'-O" Cam"' .R1�1°4 * 9."0. S4. NAILS W/ CONSTRUCTION ADHESIVE
SCALE: I'=1'-0' _ Icxnrs
:............. .............. ............ ................................... ,.,............,............ ,..,....,.....................,.,.,....,...,.,......,.,.,......,..........,..,.,........,....,.......... .,........,.,....,.,,.,.....,......................................,.,.............................,,,,.,........ ............,,......,....,...,..,.,...,.............,.,...,......,........,.,.....,...,.,....,...
NEW 4" x 12" WD. BEAM ,STAIN GRAI
NEW STANDING SEAM METAL ROOF STRUCTURAL ROOF FRAMING PLANS,
2x4 WD. TOP CHORD TRUSSES @ 24" QN45# FELT ON 3/4" CDX PLYWOOD CONNECTED TO STEEL COLUMN WITt
O.C. (SEE STRUCTURAL PLANS). 12 SEAT * 4-%"0 GALV. THRU BOLTS.
EXtS fNG ROOF STRUCTURE. CONTRACTOR TO FIELD VERIFY W1 I Od GALV. NAILS (RING SHANKED) STEEL CONNECTION SEAT DETAIL}
EXISTING ROOF SLOPE PRIOR TO @ 6 O.C. EXCEPT 36 EITHER 51DE OF CONECTION SEAT TO BE COVERED V
PRODUCTION OF TRUSSES. 4 RIDGE AND AT OVERHANG(COVERED WD. TRIM (TPYICAL}
PATIOS) TO BE 4" O.C.
2 1/2" x4" 26 GAUGE GALV. MTL DRIP I x 10 WD. CYPRESS COLUMN TOP TF
° EDGE W/ 8d GALV. NAILS @ 4" O.G. W1112" 450 EASED EDGE W1 5TOPPE1
W1 I x3 P.T. WD. NAILER ON I x8 WD, JOINTS W18d x 1 112"1 FIN15H
FACIA ON 2XG WD. NAILER CUT TO FIT CONSTRUCTION ADHESIVE, USE AD1
°.' W/U5P 2 X MP34 GALV. MTL. ANGLE CAULKING AT ALL JOINTS
f a W/4x8d x 1. 5" GALV. NAILS @ 48"
0 O.C. Ix8 WD. P.T. NAILER (CUT TO FIT) W/
♦i/ i#' ' • o
i`
A
FILLED CELL DETAIL
v!-!10
• LIE a
•
II
•
OPEN EXIST. CONC.AND
INSTALL NEWI #5 i,. IN 5111 /• i
000 P51 GROUTDOWELS 5TFJP5O.C. FOIL
AT TOP AND BOTTOM. FOP, BACK RIGID INSULATION (R-5.2)
NEW CONC. FILLED CELL. IN-BETWEEN FURRING STRIPS.
/ : •
ORMALL STOP W1 I _ OAK BASE
BOARD W1 RADIUS EDGE.
r
i #
.
'/
II
II
i1u
I�
i i • �' � # I 1
I i -. I / # .-- a i
i` # •i i # s
APPROVED POWDER ACTUATED FA5'
CONSTRUCTION ADHESIVE.
4" x4"" x 1 /4" (ASTM-A36) STEEL COL
GROUT. FILLED CORE.
SOFFIT/ T*G V-JOINT DECKING
W1 I Oci GALV. FIN15H NAILS W1
CONSTRUCTION ADHESIVE W1 3' PVC
CONT.G i WD. CYPRE55 COLUMN
W1 I x4 WD. TRIM.
TRIM (CUT TO FIT) W1 STOPPED LAP
JOINTS W18d x 1 112"1 FIN15H
NAILS * CONSTRUCTION ADHESIVE:
USE ADHESIVE CAULKING AT ALL
JOINTS
I x 10 WD. CYPRE55 COLUMN BASE
TRIM W/ 1 /2" 450 EASED EDGE W1
SMOOTH STUCCO FINISH
STOPPED LAP JOINTS W/8d x I
(MATCH EXIST. FINISH).
112"GALV. FIN15H NAILS +I
CONSTRUCTION ADHESIVE. USE
ADHESIVE CAULKING AT ALL JOINTS
8" CONC. BLOCK WALL W/# 9 GAUGE
I x2 WD. CYPRE55 COLUMN BASE
-GALV. LADDER DE51GN
TRIM W1112" 450 EASED EDGE
REINFORCEMENT @ 16" O.C.
HORIZONTAL AT JOINTS. INSTALL
NEW I &DEEP x 30" WIDE THICKENED
CONC. FILLED CELL OR COLUMN W1
EDGE W/ 5#5 AT BOTTOM W/ 2'1
#5 STEEL DEBAR W1 MIN. 48 BAR
BENT BARS AT CORNERS ( MIN 32"
DfA. LAP
LAP) W12 LAYERS OF 6"x6" 10/1 a
W.W.M. INTO NEW G" THICK CONC.
.STUCCO (FINISH TO MATCH EXIST.)
5LA5.
12" DEEP x20" WIDE CONC, FOOTING
W13# 5 STEEL BARS CONT. (SEE
STRUCTURAL PLANS) W1 #5 STEEL
DOWEL TO BE REINF. BAR TO LAP A
MIN. OF 48 BAR DIAMETERS.
PLATE
WELDED TO 150TTOM
COLUMN.PLATE TO HAVE 4-A5TM
/LONG
TREADED ROD WITH 90 DEGREE,
13ENT LEG. W1 2-5ET5 OF NUTS f.
WA5HER5. INSTALL NON SHRINK
GROUTHIGH STRENGTH Li/
13ELOW PLATE. SEE STEEL COLUMN
PLATEDETAILS)
d' " ' q q � • d* d
:4 " d q
d
4 < d`
_ f o
4.
q
�-- ---- d a dq
.—...�.________�..... ... a �, � 4 w "f , •.
�r i r � � �r � r •
VI CYPRE55 COLUMN
TO FIT) W1 STOPPED LAP
5 W1 :,
CONSTRUCTION
ADHESIVE CAULKING AT Al I
COLUMN'# ! CORE.
r. TO FIT) W1
APPROVED POWDER
FASTENER * CONSTRUCTION
•/
I x3 / PT. 13LOCMNG CUT TO FIT
• i
@ G" O.C.
@ 12" O.C. W19" BEND INTO FOOTING
CITY OF SOUTHI
I�^p gI OtmW i PT® .
J k R U C A 4J V
-PROVED 9Y.'
_ 'w
NEWI CONC. CONT. FOOTING
5# 5 ! O.C.
TRAN5VER5E TO FOOTING
BOTTOM ADJUST FOP,
COLUMN#,/ • •
� J�r.'o�.w es _
5C : I"=1'-0" :j1-
r................................................................................................................................................... __....... ........,....... .,,.,,,..,,,,...............
..................,..............,....,,.,,........,..
ill
p it
1� II
1�1
it
II
l��l
ICI
II
II
i��l f
r.
t
r7mmg
HiINNEr-
■�Mal
■■I
Ml
NMI
I lid,
111■L,_
-1
,uu111
1�
■
I1rus0aI
immn
N
IIvMMMM1•/■
■
Sol
11711
JUI
nnl
UUI
nnl
nni
UUI
■■I
■■UUUUuuu■■■■
u
11
II
it
II
11
1
11
II
IM
IIlMMMMMN
11 IlXlnnnnnl
11 II
II it IICIr��lnrn
II 11 II NJUUUU■
11 11 11
11 11 11 i
11 11 II II
II 11 II u
Nnnni
I JUU■
III■■■
■
■
■
■
■
■
■
1�1
II
II I��I
II�IIIIII
Il
11�111111
I
I
LO
QD
...
LLJ
y
0 •
cc •'
a
i•
•
.r
LLJ
vi
!
CNJ
c.,
"
�1
1�1
ii
!I
I■Ili�i
I'
O: 0. + R
DATE : 6 l•
DRAVII BY:
APPROVED:
REVISIONS
• i
MIT SET
01-24-11
I
ICI
II
Il I��I
1
ICI
11
Il C
II
ICI
II
II I�■I
�-4
SHEET i
rl
1�1
Il
11
11
II
I�■■
I��I
in