01-0106-001 I
I
REVISIONS BY
I- 05/21/01 Gi
WOOD TRUSSES
3_ 08/0`5/01 G i
AT 24" O.C.
4- 09/24/01 GiJ
1/2" DRYWALL FINISH ON i" X 3" NOTE: 5- 03/0'1/02 CaJ
WD. FURRRING 0 24" O.G.
IN ALL WALLS SUPPORTING
METAL TOP RUNNER WALL HUNG FIXTURES AND WALL
W/(2) lbd "LSO 24" O.C. CABINETS, CONSTRUCTION OF
(AT EA TRUSS) SUCH WALLS SHALL BE AS
PRESCRIBED IN SECTION 2905.1 (n)
1/2" DRYWALL FINISH OF THE SFBC
3-4/o"-25 GA METAL STUDS a 24" O.C.
W/(2) 16d NAILS AT EA
END (TOP 4 BOTTOM).
METAL BOTTOM RUNNER
NEW ADDITION EXISTING HOUSE
W/(2) 16d NAILS 0 24" O.C. TO REMAIN O
2" X 4" F.T. WOOD PLATE EXIST. CONC. CO
W/3-1/2" CUT NAILS TILES
AT 24" O.C. STAGGERED t0 REMAIN /
12
LONG. SLAB (REFER TO 4F—
TYPICAL FLAT BUR
TYPICAL SECT. FOR SIZE LL_
AND REINFORCEMENT) / N
ROOF TYP. CY)
T1'PIC,4L �" METAL STUD INTERIOi? P4RTITION N Q
d- —
N.tJS.
Lj
+ 8'-2" T5
t1 O
NOTE :TIE 5EA�l W
PAINTED WD. W/ J
(n
SR5.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 0-
SPLICES NOT LESS THAN 18 INCHES. CONTINUITY SHALL BE PROVIDED AT
CORNERS BY BENDING TWO BARS FROM EACH DIRECTION AROUND THE CORNER N 1 -6" / W Z
30 INCHES OR BY ADDING TWO 05 BENT BARS WHICH EXTEND 30 INCHES cA Z
EACH WAY FROM THE CORNER CONTINUITY AT COLUMNS SHALL BE PROVIDED NEW ADDITION EXISTING HOUSE TYP' .H. I —
BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY BENDING
HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF 18 INCHES. Al TO REMAIN z Q
+/- 0'-0" SLAB ELEV. / I W z
PLYWOOD ROOF SNEATNG NOTES : 5/8" CDX EXTERIOR PLYWOOD NAILED WITH +'8d- NAILS EXISTING CONC. FLAT N Ld � �
SPACED 6" O.C. IN-FIELD 4 10d NAILS 4" O.C. 4 TILE ROOF to REMAIN
At RI E R. PATCH AND REPAIR �Q (n I
0 M N. LAPPED, TIN-CAP 32 CxA. x 1 5/8" DIAM.
NAILED a 12" O.G. NU'
GAFGLAS ASPHALT COATED CAP SHEET LIGHT TEXTURED 0
ON TWO LAYERS GAFGLAS PLY 4 SHEET HOT �- G)METAL FLASHING STUCCO EXTERIOR NORTH ELEVATION :D
O � g
MOPPED OVER (1) LAYER GAFGLAS PLY 15 ATTACHED t0 ROOF FINISH (TYP.) U-)ST�,C �
0 FELT " �
TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD ��"(O j ~Q O
BATT INSULATION (R-19) < J O
2"x12" WD. BLOCKING EXISTING ROOF 1'_6tt W > �BETWEEN JOISTS OVERNANCs
EXISTING HOUSE NEW ADDITION CD U N 12.
3" x 3" 26 GA tGALV. METAL DRIP TO BE REMOVED TO REMAIN
LAPPED 6" AND NAILED 2" SLOPE EXIST. CONC.
a 4"C.C. OVER 1"X2" P.T. – TILES
WD. NAILER CONT. TI
T REMAIN
TOP OF BEAM
TOP EXIST BEAM /
WOW V\
2-2" x 12" WD. JOISTS AT 24" O.C. 1 NEW FLAT BUR
1" X 6" WD. FASCIA 1 GYPSUM BOARD ON I' " / ROOF TYP.
OVER 2 X 10 SUB FASCIA WOOD FURRINGS AT 24" O.G. 5 /
W/2-16D NAILS EA JOIST +8'-2" TB (LOW POINT)
— — — — — — —
SMOOTH FINISH STUCCO ON 1"X4" P.T. WD. FIRE STOP EL +'1'-2" (AT W CL AND BATH RM ONLY)
METAL LATH t0 JOIST W/ HUGHES TA16 — —
IM2 GA RING I" SHANK W/ (5) 10 d NAILS 3 11/21, MOISTURE PROTECTED / +8'-4" TB (HIGH POIN ) �-
NAIL 4 PER JOIST SOFFIT GYPSUM BOARD AT WET AREAS -- I I I I PAINTED WD.
W/4" SCREENED VENT ON WOOD FRAMING
FASCIA (TYP.)
6"x24" 0 4'-0" MAX. AS I y_ -�— I -6" N
PER 29313 SF5C. 8"X12" CONC. TIE BM. W14*5 / 6" STUCCO I I '
CONT. 03 TIES 4e12" EA. SIDE 3 HUGHES RT12TW BAND +55 PSF 4 7Y0. .H.
OF TIE COL. 5AL. ,048" O.C. W/ 6-16d t0 WOOD AND / I -50 PSF
4 2 CORNERS BARS 5' LONG (3) HILTI PINS DN 32 P5
SEE RAOCP PLAN TOP BOT. WITH 2'-6" LEG OR 3- 1/4 DIA. x 2 1/2 +60 PSF TAPCaNS 4
SHEAR REINR OPNG. 6' TO 8' -55 PSF +i- 0'-0" SLAB ELEV.
+'3 TIES 2�4 , 4�6 , BAL:�12��O.C. �— F_ I (TO MATCH EXISTING:)
LIGHT TEXTURED STUCCO 1 11X4" P.T. WD. FIRE STOP
ON 8" CONC. BLOCKS t tt
1/2 tt GYPSUM BOARD ON 1t X2 /
WOOD FURRINGS AT 24" O.C. RELOCATED W n
SCREENED CRAWL LIGHT TEXTURED
SPRAYED INSULATION CR■ 3) /
+'8 T ACCESS WINDOW STUCCO EXTERIOR –
TRUSS TYPE HORIZONTAL FINISH (TYP.) W
JOINT RE INF. IN EVERY OTHER 1"X4" P.T. WOOD
BLOCK COURSE, EXT. 4" INTO NAILER CONT. (TYP) 1 1-1/211 PREM. EXP. JNt. EAST ELEVATION F-
TIE COL. (TYP.) 4" BASE J �
(SEE FINISH SCHEDULE) ._
1-1/2" PREM. EXPANSION JOINT Q
tt
30 O L 1" SAWCUT
Q
GRO'/U1ND FL. FIN. n,
+ x
EL. r
\/\/\\'7\��\ K\11,111NI\ \ \' \ \ \ \ `\ii � i`�`'�i\
MOISTURE BARRIER �\,` �\
(.006 IN. VISQUEEN)
ui
4" CONCRETE SLAB W/6X6 10/10 W.W1%1.
(DOUBLE WIRE MESH AT PERIMETER 30") �/%\\//v
ON 95% WELL COMPACTED FILL FOR \�\�\ \\ W O .
EACH 12" LAYER(MAX). THE FIELD DENSITY TEST
Lo n
SHALL BE MADE IN ACCORDANCE W/ ASTM D155-1 �\ / / \ Z
12"X16 CRETE FOOTING Date 01-29-01
BARS CONT. (TYP)
Scale AS NOTED
.Drawn G.D.J.
--- - Job 00-320
TYPICAL MALL SECTION
Sheet
SCALE 3/4" = 1'-0"
_ - _ _ Sheets