01-0106-015 - i
REVISIONS BY
WOOD TRUSSES
AT 24" O.G.
1/2" DRYWALL FINISH ON 1" X 3" NOTE:
WD. FURRRING a 24" O.C. _ - ----- - --_ -
IN ALL WALLS SUPPORTING
METAL TOP RUNNER WALL HUNG FIXTURES AND WALL
W/(2) 16d NAILS -a 24" O.C. CABINETS, CONSTRUCTION OF
(AT EA. TRUSS) SUCH WALLS SHALL BE AS
PRESCRIBED IN SECTION 29m5.1 (n)
1/2" DRYWALL FINISH OF THE SFBC
3-598"-25 GA. METAL STUDS 24" O.C.
W/(2) 16d NAILS AT EA.
END (TOP 4 BOTTOM).
NEW ADDITION EXISTING HOUSE
METAL BOTTOM RUNNER
WI(2) 16d NAILS a 24" O.C. O
TO REMAIN O
2" X 4" P.T. WOOD PLATE EXIST. CONC.
W/3-1/2" GUT NAILS TILES
AT 24" O.G. STAGGERED t0 REMAIN 12 /
CONC. SLAB (REFER TO 4 �— /
TYPICAL SECT. FOR SIZE NEW FLAT BUR / N
AND REINFORCEMENT) ROOF TYP. O
TYPICAL 4" METAL STUD INTERIOR PARTITION N Q
fji
d- :2
1 N.T.S. . O
+
0'-2 TB
/ 0- O -
W
TIE 5E AM NOTE ., PAINTED WD. W (j
S.F.B.C. 2104.2 (C) (3) THE TIE BEAM SHALL BE CONTINUOUS. CONTINUITY FASCIA (TYP.) � / J L
OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING _ / Ld }-
SPLICES NOT LESS THAN 18 INCHES. CONTINUITY SHALL BE PROVIDED AT c\i r?, Z
CORNERS BY BENDING TWO BARS FROM EACH DIRECTION AROUND THE CORNER '� / W Z
30 INCHES OR BY ADDING TWO S BENT BARS WHICH EXTEND 30 INCHES :5 W Q
EACH WAY FROM THE CORNER CONTINUITY AT COLUMNS SHALL BE PROVIDED NEW ADDITION EXISTING HOUSE TYP. H. I z co
BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY BENDING W 0
HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF 18 INCHES. TO REMAIN / Q z d'
I W Z
� +/- 0'-0" SLAB ELEV. O
PLYWOOD ROOF SNEATING NOTES : 5/8 CDX EXTERIOR PLYWOOD NAILED WITH 8D- NAILS EXISTING CONC. FLAT 6 a IN Q
SPACED " O.C. THRUOUT 4 10D NAILS 4" O.G. TILE ROOF TO REMAIN to
AT GxABLE ENDS. PATCH AND REPAIR
030 FELT 2" MIN. LAPPED, TIN-CAP 32 CAA. x 1 5/8" DIAM. / Q
NAILED a 12 O.G. LIGHT TEXTURED / � U
GAFGLAS ASPHALT COATED GAP SHEET =) z
ON TWO LAYERS GAFGLAS PLY 4 SHEET HOT METAL FLASHING STUCCO EXTERIOR ELEVATION fr Lo
ATTACHED TO ROOF FINISH (TYP.) O F- O
MOPPED OVER (1) LAYER GAFGLAS PLY -15* FELT STRUCTURE V o Q F—
TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD Q '.Q
BATT INSULATION (R-19)
2"x8" WD. BLOCKING '-
EXISTfNG ROOF 1 -6 W - `- :� �
BETWEEN JOISTS OVERHANG EXISTING HOUSE NEW ADDITION ;O � �N'
3" x 3" 26 GA .GALV. METAL DRIP TO BE REMOVED TO REMAIN
LAPPED ro" AND NAILED 2" SLOPE EXIST. CONIC.
4"C.C. OVER I"X2" P.T. r
TILES
WD. NAILER CONT.
t0 REMAIN _ 31 �
TOP OF BEAM -TOP EXIST BEAM
NEW FLAT 8UR
3" x 8" WD. JOISTS AT 24" O.C. / ROOF TYP.
1" X 6" WD. FASCIA 1/2" GYPSUM BOARD ON I"x3" /
OVER 2" X 10" SUB FASCIA WOOD FURRINGS AT 24" O.G. I'
W/2-16D NAILS EA. JOIST
EL +-t'-2" (AT W CL AND
SMOOTH FINISH STUCCO ON 1"X4" P.T. WD. FIRE STOP BATH Rl"I ONLY)
METAL LATH TO JOIST W/ HUGHES TAIro
012 GA. RING I" SHANK "1/2 MOISTURE PROTECTED
W/ (4) 10 d NAILS / +8'-4" T8 (HIGH POIN )
NAIL 4 PER JOIST SOFFIT GYPSUM BOARD AT WET AREAS / I I I I FAINTED WD.
W/4" SCREENED VENT ON WOOD FRAMING FASCIA (TYP.)
6"x24" 10 4'-0" MAX. AS cv
PER 29313 SFBC. 8"X12" CONIC. TIE BM. W/4*5 STUCCO
CONT. 03 TIES 4,m12" EA. SIDE HUGHES RTI2TW BAND TYP. H.
OF TIE COL. BAL. 048" O.C. W/ 5-16d TO WOOD AND /
4 2 CORNERS BARS 5' LONG
(3) HfLTI PENS DN 32 PB
SEER OF PLAN TOP 4 50T. WITH 2'-6" LEGS
SHEAR REINF. OPNG. 6' TO S' / I I I I I +/- 0'-0" SLAB ELEV.
03 TIES 2a4", 466", 5AL.612"O.G. F_ —1 I I I I I (TO MATCH EXISTING)
1 X4 P.T. WD. FIRE STOP r
LIGHT TEXTURED stucco " "
ON 8" CONC. BLOCKS 1/2" GYPSUM BOARD ON 1 11X2"
WOOD FURRINGS AT 24" O.G. / RELOCATED
SCREENED CRAWL LIGHT TEXTURED d-
SPRAYED INSULATION (R= 3) / ACCESS WINDOW STUCCO EXTERIOR
#8 TRUSS TYPE HORIZONTAL 1"X4" P.T. WOOD FINISH (TYP.) L. .1
�
JOINT REINF. IN EVERY OTHER NAILER COOT. (7YP) i EAST ELEVATION BLOCK COURSE, EXT. 4 INTO
TIE COL. (TYP.) 4" BASE 1 " 5 AT 48" O.C.
(SEE FINISH SCHEDULE) FILL CELL WITH GROUT W
1-1/2" PREM. EXPANSION JOINT Q
O LL
30" I" SAWCUT
L LL
4-�
GROUND FL. FIN. z
* .. X...
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ce/\ /\ �/i//y/iy/%/i//\ /i �/i\
-- 00
Q0
c� j/\\j�\\/j�\\j�� MOISTURE BARRIER Lo
/ (.006 IN. VISQUEEN) \
i/\\ ;
4" CONCRETE SLAB W/6X6 10/10 W.W.M. ;,;, 0
\ \ \ \ \ \ \ \ \ ON 9099. WELL COMPACTED FILL — \ O
//\//\//\//\/
/\\/\\ ; (DOUBLE WIRE MESH AT PERIMETER 30 )XX
, 10"X16" CONCRETE FOOTING
W/2*5 BARS CONT. (TYP)
TYPICAL !MALL SECTION
SCALE 3/4" = V-0"