13-1219R-004ASPHALT SHINGLES ON I LAYER
OF 30# ASTM D-226 W/ 2 LAPS
WOOD TRUSSES COP 24" O.C. TYP. TIN CAPS @ 12" C/C EVERY DIR.
6 NAILS PER SHINGLE OVER 5/8"
EXT. GRADE COX PLYWOOD.
FASTEN TO WD. TRUSSES W/1 Od
COMMON NAILS 6" C/C AT
PANEL EDGES AND
INTERMEDIATE SUPPORTS & 4" Ca)
GABLE ENDS, ROOF COVERING
TO MEET DCA & MANUF. SPECS.
)110
5/8" DRYWALL ON I X3 16" C/C 4ll'
u.
TO MATCH EXISTING ao c� 26 GA. GALV. MTL DRIP &
I x4 FIRESTOP FLASHING ON I x2PT ON I x6
FASCIA OVER 2x4 SUB FASCIA ON
R -19 INSULATION 112" PLYWOOD SOFFIT.
112" PLYWOOD WITH 4 "x16"
SCREEN VENTS Ca) 48" OC. TO
MATCH EXISTING
zo
w
I- CONCRETE TIE-BEAM, SEE
I H z STRUCTURAL DWGS.
0
LL
Lu
112" DRYWALL ON 1 x2 PT.
"-�
WD.FURRING @ 16" C/C W/4.1
INSULATION IN CAVITIES S" CONC. BILK. & STUCCO
BASE SEE FINISH SCHEDULE
4" CONC. SLAB W/6X6 -------
W1 .4/W1.4 MESH
.4
4 STUCCO MIN 4"
BELOW GR.
6 MIL. VAPOR BARRIER
N
CLEAN FILL COMPACT TO 95%
W/ PRECONSTRUCTION
7
TREATMENT PROTECTION
AGAINST SUBTERRANEAN
TERMITE TREATMENT. CONCRETE
FOOTING, SEE STRUCTURAL
DWGS.
SCALE 1/2"
Jo
WOOD CONNECTOR. SEE
PLAN AND SCHEDULE.
(TYR)
CONCRETE RAKED BEAM,
SEE STRUCTURAL DWGS.
I
NEW ASPHALT SHINGLES ON 1
LAYER OF 30# ASTM D -226 W/ 2
LAPS TIN CAPS 9 12" C/C EVERY
DIR. 6 NAILS PER SHINGLE OVER
5/8" EXT. GRADE COX PLYWOOD.
FASTEN TO WD. TRUSSES W/I Od
COMMON NAILS 6" C/C AT
PANEL EDGES AND
INTERMEDIATE SUPPORTS & 4" @
GABLE ENDS. ROOF COVERING------__
TO MEET DCA & MANUF. SPECS.
STUCCO TO MATCH EXISTING
OVER WIRE LATH W/ PAPER
BACKING
INSTALL 5/8" PLYWOOD FLUSH
WITH EXISTING T.BEAM ON
WOOD TRUSSES C& 24" O.C. W/
I Od C& 6" AT INTERMEDIATE
SUPPORTS AND 4" O.C. AT
PERIMETER.
CUT AND REMOVE EXISTING
S-2A
OVERHUNG EACH SIDE.
7
EXISTING 8" CONC. BLK. &
STUCCO
NEW WOOD TRUSSES 9 24" O.C.
I MM
2
SECTION - D A
.
SCALE 1/2"
LTS 18 GA METAL STRAP W/ 12-1 Od NAILS
2"x4" TO THE BEAM AND 12-1 Od x I I" TO THE
OUTLOOCKERS 9 RAFTER (TYP) 2
24 O.C. (TYP.) I
REMOVE EXISTING
ROOFING MATERIAL. TWIST STRAP SIMPSON "HTSM20" W/
(4}-1/4 "x1 -3/4" TAPCON IN CONCRETE
BEAM AND 10-10dxl-1/2" IN TRUSS
OR APPROVED EQUAL. (TYP.)
26 GA. GALV. MTL DRIP &
FLASHING ON 1 x2PT ON
I x6 FASCIA OVER 2x4 SUB
FASCIA ON 1/2" PLYWOOD
SOFFIT.
1/2" PLYWOOD WITH
4 "x16" SCREEN VENTS 9
48"OC. TO MATCH
EXISTING
EXISTING CONCRETE
T. BEAM TO REMAIN
I J A .0 A .1 EXISTING 4X8 WOOD BEAM
0 0 -1
2x8 WOOD LEDGER ANCHOR
0-1 ATO BOTH SIDES OF THE
lW8xI 5 STEEL BEAM
NEW W8x 15 STEEL BEAM -
CONCRETE TIE-BEAM, SEE
STRUCTURAL DWGS.
0 .0
iLt
NEW CONCRETE BLOCK WALL
112" PREMOLDED JOINT FILLER (TYP.)
t'-0"x3'-0"xI 2" DEPTH CONC. FTG W/ YAj
11#5 E.W. BOTT. -Amij "AL
WD.
CONCRETE RAKED BEAM, SEE 24- TRUSSES @
C/C
STRUCTURAL DWGS. F
W.I.C.
BUCKED.
3
NEW W1 0xI 2
0
STEEL BEAM
112- DRYWALL ON
rr
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T-
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z
<
CD
0
2
J
0
O
0
>
u.j
u-
0
ENCASE COL. AND BASE PLATE
IN CONCRETE 2" MIN. COVER.
BASE PLATE, SEE DETAIL 3
THIS SHEET
SECTION - C
SCALE 1/2"
1/2- DRYWALL ON
I X3 16" C/C
EXISTING CONCRETE TIE BEAM )—
EXISTING 2x8 WOOD JOIST TO REMAlf
NEW DRYWALL AROUND EXISTING
2-4x4WOOD COLUMNS
EXISTING CONCRETE BLOCK WALL TO
BE REMOVED
NEW 6x6 STEEL COLUMN WITH
CONCRETE GROUT FILLED.
4" CONCRETE SLAB
NEW CONCRETE FOOTING,
SEE STRUCTURAL DWGS.
4'- 0 "x4' -0 "x18" DEPTH
CONC. FTG W/ 6#5 E.W. TOP
& BOI 1.
ad
EXISTING FOOTING
NEW A/C. UNIT
TYP.
(4)-5/8" DIA x 0'-6 HEADED STUDS— 1/4 ELECTRODE: E70XX (LOW HYDROGEN)
ALL WELDING DONE BY AWS CERTIFIED
WELDER IN STRICT ACCORDANCE j
W/AWS D1.1 LATEST EIL"TION
7 ILHLINL OF B
11/16" DIA. STD. HOLES
SECTION AA
3"I 11 /16" DIA. STD. HOLES
EDGE OF BEAM & FOR 5/8 DIA. x 3 (MIN.) A325-N BOLTS
FACE OF EMBED PLATE
(4)-5/8" DIA x 0'-6 HEADED STUDS7
AA
)—1 /-4
in-
I
6"x2"x3/8"x9" LG. STEEL
ANGLE ON EACH SIDE
WITH 2-5/8"0 BOLTS
A325-N
12"x10 "x1/2" EMBED PLATE 1
DETAIL-1- STEEL BEAM-CONC. BEAM CONNECTION_
N.T.S.
2xB @ 16" O.C. WOOD
,JOIST
2"x8" P.T. LEDGER ON u + u
EACH SIDE AND ATTACHED
TO THE WEB W/ 3/4"0
48" O.C. BOLT A-307
(TYP.) NEW 8x15 STEEL BEAMj
11 " x 7V2" x 1/2"
STEEL BUCKED
WITH (4)-13/16"0 HOLES
DETAIL -2.
N.T.S.
N.T.S.
N.T.S.
NEW ROOF
ALTERATION SEE
DETAILS ON SHEET
S2-A
ALUMINUM WINDOW
WITH IMPACT CLASS.
LIVING ROOM
4" CONCRETE SLAB
NEW ENTRY
BEYOND
0. TB
"ou
m
REVISIONS BY
Z& 01-17-2014
- A2 03-24-2014
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3
NEW W1 0xI 2
0
STEEL BEAM
112- DRYWALL ON
rr
I X3 16- C/C TO
00
MATCH EXISTING
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DINING ROOM
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ALUMINUM WINDOW
WITH IMPACT CLASS.
LIVING ROOM
4" CONCRETE SLAB
NEW ENTRY
BEYOND
0. TB
"ou
m
REVISIONS BY
Z& 01-17-2014
- A2 03-24-2014
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IN
V.
Uc.SIM
CHECKED
J. M.
----- -----------
DATE
10-29-13 II
SCALE
AS SHOWN
SHEET
A-4
L OF 5 SHEETS