01-0106-014 i
REVISIONS BY
1- 05/21/01 GJ
WOOD TRUSSES AT 24" O.G.
1/2" DRYWALL FINISH ON V X 3" NOTE:
-- ---
WD. FURRRING 6 24" O.C.
N ALL WALLS SUPPORTING
METAL TOP RU>`NER WALL HUNG FIXTURES AND WALL
W/(2) 16d NAILS 24" O.G. CARNETS; CONSTRUCTION OF
(AT EA. TRUSS) SUCH WALLS SHALL BE AS
PRESCRIBED IN SECTION 2905.1 (n)
1/2" DRYWALL FINISH OF THE SFBC
3-Ns"-25 GA. METAL STUDS 24" O.G.
W/(2) 16d NAILS AT EA.
END (TOP t BOTTOM).
METAL BOTTOM RUNNER
NEW ADDITION EXISTING HOUSE
W/W 16d NAILS 0 24" O.G.
TO REMAIN O
2" X 4" F.T. WOOD PLATE EXIST. CONC. /
W/3-1/2" CUT NAILS TILES
AT 24" O.C. STAGGERED TO REMAIN
CONC. SLAB (REFER TO 12 J
F_ / LL_TYPICAL SECT. FOR SIZE
AND REINFORCEMENT) NEW FLAT BUR
ROOF TYP. CV
TYPICAL 4" METAL STUD INTERIOR PARTITION N Q
CD
Ld
TIE 5E AM NOTE . PAINTED WD. Lil (n
Sr-B.C. 21042 (C) (3) THE TIE BEAM SHALL BE CONTINUOUS. CONTINUITY FASCIA (TYP.) / J a- —
OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING Ld
SPLICES NOT LESS THAN 18 INCHES. CONTINUITY SHALL BE PROVIDED At iv it
C / Z
CORNERS BY BENDING TWO BARS FROM EACH DIRECTION AROUND THE CORNER ' -�
30 INCHES OR BY ADDING TWO C5 BENT BARS WHICH EXTEND 30 INCHES / :2 W �
EACH WAY FROM THE CORNER CONTINUITY AT COLUMNS SHALL BE PROVIDED NEW ADDITION EXISTING HOUSE TYP. I Z (n
BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY SENDING Ld O
HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF 18 INCHES. TO REMAIN
W
Z �
PLYWOOD ROOF SHEATNG NOTES : N +/- 0'-0" SLAB ELEV.
5/8" COX EXTERIOR PLYWOOD
AILED WITH #Sd- NAILS EXISTING CONC. FLAT N J M
SPACED 6" O.G. IN-FIELD 4 ad NAILS g 4" W O.C. TILE ROOF t0 REMAIN Q
AT RI ET R. PATCH AND REPAIR
0 M N. LAPPED, TIN-CAP 32 GA. x 1 5/8" DIAM. / CY ry
g � U
NAILED 12 1 O.C. Q
LIGHT TEXTURED / U
GAFGLAS ASPHALT COATED CAP SHEET � Z
ON TWO LAYERS GAFGLAS PLY 4 SHEET HOT METAL FLASHING STUCCO EXTERIOR ELEVATION � I.- � �
ATTACHED t0 ROOF FINISH (TYP.) O
MOPPED OVER (U LAYER GAFGLAS PLY '150 FELT STRUCTURE fo" 0 f— Ln Y
TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD 0 � 1~
GATT INSULATION (R-19) Q ry —i,,/
i u r a .
2X8 W 1 -6 L � Z a.
" " D. BLOCKING
EXISTING ROOF C7 ; Cl. >
BETWEEN JOISTS OBE REMOVED EXISTING HOUSE NEW ADDITION
3 x 3 26 GA GALV. METAL DRIP -
4Q) �y
LAPPED 6" AND NAILED 2" SLOPE EXIST. GONG. = F pc�
'I TO REMAIN
4 G.C. OVER 1x2 P.T. w WD. NAILER CONT. TILES'
TOP OF BEAM TOP EXIST BEAM
EL.
NEW FLAT BUR
3" x 8" WD. JOISTS AT 24" O.C.
1" X 6" WD. FASCIA ROOF TYP.IV OVER 2" X 10" SUB FASCIA I/Z" GYPSUM BOARD ON 1"x3" /
W/2-160 NAILS EA. JOIST WOOD FURRINGS AT 24" O.C. +8'-2" TB (LOW POINT)
EL +'1'-Z" (AT W CL AND — — — — — — —
SMOOTH FINISH STUCCO ON i"X4" P.T. WD. FIRE STOP BATH RM ONLY)
METAL LATH TO JOIST W/ HUGHES TA16 it —
142 GA. RING P SHANK W/ C4) 10 d NAILS 1/2" MOISTURE PROTECTED / +S'-4" TB (HIGH POIN )
NAIL 4 PER JOIST SOFFIT GYPSUM BOARD At WET AREAS .�
/ _- — — — — I o�J�J I J I ,�• ? I PAINTED WD.
W 14" SCREENED VENT ON WOOD FRAMING i FASCIA (tYP.) -
6"x24" -0 4'-0" MAX. AS i -�"
N
PER 29313 SFBC. 8 1IX12" CONC. TIE BM. W/4*5 / 6" STUCCO
CONT. 03 TIES 412" EA. SIDE HUGHES RT12TW
OF TIE COL. SAL. X48" (3) HILT( PINS ON 32 PB O.C. W/ 5-16d t0 WOOD AND / BAND t I I I I tY i. D.H.
SEER OF PLAN 4 2 CORNERS BARS 5' LONG �r
TOP 4 ROT. WITH 21-611 LEG
SHEAR REINF. OPNG. 6' TO 8' / J I I I I I +/- 0'-0" SLAB ELEV.
0+3 TIES 2,m4", 4a6", 5AL'is'12110.C. F_ -7 I I I I I (TO MATCH EXISTING)
LIGHT TEXTURED STUCCO 1"X4" P.T. WD. FIRE STOP 1<
ON 8" CONC. BLOCKS - /
1/Z" GYPSUM BOARD ON 1"X2"
WOOD FURRINGS AT 24" O.C. / RELOCATED
SPRAYED INSULATION ( = 3) SCREENED CRAWL LIGHT TEXTURED d�
R ACCESS WINDOW STUCCO EXTERIOR
08 TRUSS TYPE HORIZONTAL 1"X4" P.T. WOOD / FINISH TYP.) W. In
JOINT REINF. IN EVERY OTHER EAST ELEVATION t--
BLOCK COURSE, EXT. 4" INTO NAILER CONT. (TYP) 1/2" PREM. EXP. JNT. L_
TIE COL. (TYP.) 4 BASE W
(SEE FINISH SCHEDULE)
1-1/2" PREM. EXPANSION JOINT a: 0
O U.
30" 1" SAWCUT W
GROUND FL. FIN. z N
• 00
coo
MOISTURE BARRIER
(.006 IN. VISQUEEN) '\/! /!\/!�/!��\ L0
Q � O
T
vi
4 CONCRETE SLAB W/6X6 10/10 WIU.M.
\ \ \ \ \
NV \ !DOUBLE WIRE MESH AT PERIMETER 30
\ /\//\/\\//\\/ / W O
� ON 95% WELL COMPACTED FILL FOR \\/\\/\\//\/\\/IN
//j�/��/�I EACH 12" LAYER(MAX). THE FIELD DENSITY TEST //i//i//iy/\//\//\
SHALL BE MADE IN ACCORDANCE W/ ASTM D1551
12"X16 CRETE FOOTING 01-29-01
BARS CONT. (TYP)
Scale AS NOTED
16"
Drawn G.D.J.
Job 00-320
TYPICAL MALL SECTION Sheet i
SCALE 3/4" = 1'-0" A-4
Of 8 Sheets