01-0106-013 REVISIONS BY
1- 05/21/01 Gi
WOOD TRUSSES
3- 08/09/01 CxJ
AT 24" O.C.
1/2" DRYWALL FINISH ON P X 3" NOTE:
WD. FURRRING a 24" O.G.
N ALL WALLS SUPPORTING
METAL TOP RUNNER WALL HUNG FIXTURES AND WALL
W/l2) 16d NAILS 24" O.C. CARNETS,CONSTRUCTION OF
(AT EA. TRUSS) SUCH WALLS SHALL BE AS
PRESCRIBED N SECTION 2905.1 (n)
1/2" DRYWALL FINISH OF THE SFBC
3-5'8"-25 GA.METAL STUDS o 24" O.C.
W/(2) 16d NAILS AT EA.
END (TOP t BOTTOM).
METAL BOTTOM RUNNER
NEW ADDITION EXISTING HOUSE
W/(2) 16d NAILS -0 24" O.G.
TO REMAIN O
2 X " P.T. WOOD PLATE EXIST. CONC. /
/3-1/2" CUT NAILS TILES T_
T_
TO REMAIN M
AT 24" O.C. STAGGERED 12 /
_44
CONC. SLAB (REFER t0
TYPICAL SECT.FOR SIZE NEW FLAT SUR r— /
AND REINFORCEMENT) / N
ROOF TYP.
tl'P(C,4L 4" METAL SCUD INTERIOR PARTITION N Q
w =>
N.T . O
+ 8'-2" TS tl O
TIE 5EAM NOTE :
PAINTED WD. Ld
S.FS.C. 21042 (C) (3) THE TIE BEAM SHALL BE CONTINUOUS. CONTINUITY FASCIA (TYP.)
OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING W
SPLICES NOT LESS THAN IS INCHES. CONTINUITY SHALL BE PROVIDED AT z
N � Z
CORNERS BY BENDING TWO BARS FROM EACH DIRECTION AROUND THE COFNER ' -roll �/ W Z
30 INCHES OR BY ADDING TWO +5 BENT BARS WHICH EXTEND 30 INCHES cA W
EACH WAY FROM THE CORNER CONTINUITY At COLUMNS SHALL BE PROVIDED NEW ADDITION EXISTING HOUSE Tyf= •H• Z (cn
BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY BENDING LLJ U
HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF IS INCHES. TO REMAIN 0 z Q �.
+/- 0'-0" SLA5 ELEV.. / ( Ld Z
M_YW= ROOF SHEATM ISIMS : 5/8" CDX EXTERIOR PLYWOOD NAILED WITH +'8d-. NAILS EXISTING CONC. FLAT N Q o)
SPACED 6" O.C. IN-FIELD 4 Sd NAILS a 4" O.C. TILE ROOF TO REMAIN W Q I
P
AT RI E R. PATCH AND REPAIR / < _ O
0 M N. LAPPED, TIN-CA 32 GA. x 1 5/8" DIAM. r U d-
NAILED 12" N O.C. / Q U C)
LIGHT TEXTURED TERI NORTH ELEVATION z --
GAFGLAS ASPHALT COATED CAP SHEET METAL FLASHING STUCCO EXTERIOR
ON TWO LAYERS 1) LAYS S PLY 4 SHEET 1-150 ATTACHED t0 ROOF FINISH (TYP.) QQ � O
MOPPED OVER ll) LAYER GAFGLAS PLY 't5e FELT STRUCTURE V.0vo � �, 0
TIN TAGGED OVER 5/8 EXTERIOR GRADE PLYWOOD ¢ Q v
BATT INSULATION (R-19) < J O
2"x12" WD. BLOCKING 11-6" W d 2
BETWEEN JOISTS EXISTING ROOF EXISTING HOUSE NEW ADDITION (D U N n
OVERHANG
3" x 3" 26 GA �GALV. METAL DRIP TO BE REMOVED TO REMAIN
LAPPED 6" AND NAILED 2" SLOPE EXIST. CONC.
0 4"C.C. OVER 1"X2" PT. TILES r .
t0 REMAIN ' �
WD. NAILER CONT. Q.. .
TOP OF BEAM A TOP EXIST BEAM
EL. V-411
V .MM
3" x 12" WD. JOISTS At 24" O.G. I NEW FLAT SUR L '
1" X 6" WD.FASCIA
�� �� 1/2" G A � ROOF TYP. -,
GYPSUM BO RD ON 1"x3"
OVER 2 X 10 SUB FASCIA WOOD FURRINGS AT 24" O.C.
W12-16D NAILS EA. JOIST t
EL +1'-2" (AT W CL AND / — +8'-2" TS (LOW POINT)
SMOOTH FINISH STUCCO ON 1"X4" P.T. WD. FIRE STOP BATH RM ONLY)
METAL LATH PTO JOIST W/ HUGHES 7A16 � '4•.,, ;., ,r ,,,, '
012 GA. RING 1 SHANK W/ (5) S d NAILS 3 11/2" MOISTUI;E PROTECTED / +8'-4" TS (HIGH POIN )
NAIL 4 PER JOIST SOFFIT GYPSUM BOARD AT WET ALAS + — I I PAINTED WD.
W 14" SCREENED VENT ON WOOD FRAMNG � I I
9,1144110 4'-0" MAX AS FASCIA (TYP-)
N
PER 29313 SFBG. 8"X12" CONC. TIE SM. W/4*5 " I I I I
6 STUCCO
CONT. �'3 TIES 412" EA. SIDE 3 WSa TO WOOD AND BAND TYP. .H.
1 -6 OF TIE COL. SAL. ,s48 O.C. I I
4 2 CORNERS BARS 5' LONG (3) HILTI PINS ON 32 PB
SEE RdOP PLAN TOP t SOT. WITH 2'-6" LEG R 3- 114 DIA. x 2 1/2
SHEAR REINF. OPNG. 6' TO 8' 0'-0" SLAB ELEV.
03 TIES 2e4", 4tv6", 13AL.M2110.C.
/ I I I I I (TO MATCH EXISTING)
LIGHT TEXTURED STUCCO i"X4" P.T. WD. FIRE F_ _STOP /
ON 8" CONC. BLOCKS 1/2" GYPSUM BOARD ON 1"X2" Q
WOOD FURRINGS At 24" O.C. / RELOCATED W
SCREENED CRAWL — LIGHT TEXTURED d-
SPRAYED INSULATION (R= 3) / ACCESS WINDOW STUCCO EXTERIOR –
FINISH (TYP.) W
�8 TRUSS TYPE HORIZONTAL /
JOINT REINF. IN EVERY OTHER t°x4" P.T. Woop
BLOCK COURSE, EXT. 4" INTO NAILER CONT. (TYP) , EAST ELEVATION(
1-I/2 PREM. EXP. JNt. � LL_
COL. (TYP.) 4" BASE
(SEE FINISH SCHEDULE) W
1-1/2" PREM. EXPANSION JOINT a: Q E
•v
1" _
30" SAWC O W �
UT W Q
GROUND FL.FIN. .
EL. 40-011 z
a O W
1"M I
d-
� MOISTURE BARRIER
', ��,�� (.006 IN. VISGZUEEN) Z `n
vi
4" CONCRETE SLAB W/6x6 10/10 Wil).M.
\\� (DOUBLE WIRE MESH AT PERIMETER 3011) Cc
ON 1.9% WELL COMPACTED FILL FOR
i\ EACH 12" LAYER(MAX). THE FIELD DENSITY TESL
SHALL BE MADE IN ACCORDANCE W/ AST("I D1551
CRETE FOOTING ,)
Date 01-29-01
" : \ BARS CONT. (TYP)
16" Scale AS NOTED
Drawn G.D.J.
Job 00-320
TYPICAL WALL SECTION Sheet
SCALE 3/4" = 1'-0" A-4
Of 8 Sheets