01-0106-012 REVISIONS BY j
1- 05/21/01 GJ
3- IDS/ID9/01 GJ
WOOD TRUSSES
AT 24" O.C.
4- 09/24/IDI GJ
1/2" DRYWALL FINISH ON 1" X 3" NOTE:
WD. FURRRING 6 24" O.C. G
IN ALL WALLS SUPPDRTINCs
METAL TOP RUNNER WALL HUNCs FIXTURES AND WALL
W/l2) 16d NAILS 10 24" OjC. CABINETS, CONSTRUCTION OF
(AT EA. TRUSS) SUCH WALLS SHALL BE AS
1/2" DRYWALL FINISH OF: IN SECTION 2905.1 (n)
OF THE SFBC
3-$i8"-25 GA. METAL STUDS 24" O.C.
W/(2) 16d NAILS AT EA.
END (TOP t BOTTOM).
METAL BOTTOM RUNNER
NEW ADDITION EXISTING HOUSE
/ Irod NAILS 6 2411 O.C.
TO REMAIN O
2" X 4" P.T. WOOD PLATE EXIST. CONC. /
W13-112" CUT NAILS TILES
At 24" O.C. STAGGERED TO REMAIN /
12
CONC. SLAB (REFER TO 4 F— / W
TYPICAL SECT. FOR NEW FLAT BUR
SIZE / N
AND REINFORCEMENT) ROOF TYP.
O7 =
TYPICAL 4" METAL STUD INTERIOR PARTITION N Q
I I-'-I ,1- :2/ O
8'-2" TB a O -
Ld
TIE 5 E At-1 I O T E PAINTED WD. W J
S.F.B.C. 2"1042 CG) C3) THE tIE BEAM SHALL BE CONTINUOUS. CONTINUITY FASCIA (TYP.) / _J —
OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING W
SPLICES NOT LESS THAN 18 INCHES. CONTINUITY SHALL BE PROVIDED AT
NG I, �„- / O � z
71
N _ U
CORNERS BY BENDI TWO BARS FROM EACH DIRECTION AROUND THE CORNER '
30 INCHES OR BY ADDI TWO S BENT BARS WHICH EXTEND 30 INCHES cA / W
NG
EACH WAY FROM THE CORNER. CONTINUITY AT COLUMNS SHALL BE PROVIDED NEW ADDITION EXISTING HOUSE TYP•
BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY BENDING W U
HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF 18 INCHES. Al TO REMAIN 0 z p d-
PLYWOOD ROOF SHEATING NOTES : " +/- 0'-0" SLAB ELEV. / I Ld z
5/8 COX EXTERIOR PLYWOOD NAILED WITH 08d- NAILS EXISTING CONC. FLAT Ill Q 00
SPACED 6" O.C. IN-FIELD d 10d NAILS 10 4" O.C. 4 TILE ROOF TO REMAIN W -I : 7
AT P RI ET R. PATCH AND REPAIR / < oI
0 E 2 MIN. LAPPED, TIN-CAP 32 GA. x 1 5/8" DIAM. N O U d-
NAILED 0 12" O.C. / > U � O
GAFGLAS ASPHALT COATED CAP SHEET LIGHT TEXTURED � z
METAL FLASHING STUCCO EXTERIOR NORTH ELEVATION �
ON TWO LAYERS GAFGLAS PLY 4 SHEET HOT ATTACHED TO ROOF FINISH (TYP.) O Ln
p F— O
MOPPED OVER (1) LAYER GAFGLAS PLY '150 FELT STRUCTURE — " 0
TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD ���� Q t`7
BATT INSULATION (R-19) < -J O
2"x12" WD. BLOCKING 1 "611 W
BETWEEN JOISTS EXISTING ROOF 0 U N 11
OVE�,q EXISTING HOUSE NEW ADDITION
3" x 3" 26 GA j3ALV. METAL DRIP TO BE REMOVED TO REMAIN
LAPPED 6" AND NAILED 2" SLOPE EXIST. CONC. `
,� 411C:C. OVER 11111 P.T. I
WD. NAILER CONT. TO REMAIN �:
TOP OF BEAM TOP EXIST BEAM
EL. +/- V-411
EL. + 131-211
r. c?
I / NEW FLAT BUR
ROOF TYP.
3" x 12" WD. JOISTS At 24" O.C.
1" X 6" WD. FASCIA 1/2" GYPSUM BOARD ON 111x311
OVER 2 X 10 SUB FASCIA WOOD FURRINGS AT 24" O.G. MI +8'-2" TB GLOW POINT)
W/2-160 NAILS EA. JOIST
EL +'1'-2" (AT W CL AND —' —
SMOOTH FINISH STUCCO ON 1"X4" P.T. WD. FIRE STOP BATH R"1 ONLY)
METAL LATH TO JOIST W/ HUGHES TA16
012 GA. RING 1" SHANK W/ (5) 10 d NAILS 3 11/2" MOISTURE PROTECTED — —
+8'-4" TB (HIGH POIN
NAIL 4 PER JOIST SOFFIT GYPSU1 1 BOARD AT WET AREAS / I I I I PAINTED WD.
W 14" SCREENED VENT ON WOOD FRAMINCs FASCIA (TYP.)
6"x24" 10 4'-0" MAX. AS
PER 29313 SFBC. 6"X12" GONG. TIE BM. W/405 / 6" STUCCO I I I I -�n ''
CONT. 03 TIES 41012" EA. SIDE 3 HUGHES RT12TW BAND + PSF TYP. D.W. 0
11-6" OF TIE COL. BAL. 1048" O.C. W/ 6-16d TO WOOD AND I — PS 4 I +60
a 2 CORNERS BARS 5' LONG (3) HILT( PINS ON 32 PB
SEE R OF PLAN TOP BOT. WITH 2'-6" LEG OR 3- 1/4" DIA. x 2 1/2"
tAPCONS 4
SHEAR REINF. OPNGs. 6' TO 6' I —5 I +/- 0'-0" SLAB ELEV.
03 TIES 2104", 4106", 5AL.1012"O.C. r— (— (TO MATCH EXISTING)
LIGHT TEXTURED STUCCO 1 11X4" P.T. WD. FIRE STOP Q
ON 8" CONC. BLOCKS In" GYPSUM BOARD ON 1"X2" / � � Q
WOOD FURRINGS AT 24" O.C. / RELOCATED W
SPRAYED INSULATION (R■ 3) SCREENED CRAWL LIGHT TEXTURED d-
ACCESS WINDOW STUCCO EXTERIOR
08 TRUSS TYPE HORIZONTAL FINISH (TYP.) W
I"X4" P T. WOOD
JOINT REINF. IN EVERY OTHER NAILER CONT. (TYP) 1 EAST ELEVATION(
BLOCK COURSE, EXT. 4 INTO 1-1/2" PREM. EXP. JNT. .J
TIE COL. (TYP.) — 411 BASE J LL
(SEE FINISH SCHEDULE) W
1-1/2" PREM. EXPANSION JOINT Q E
30"
O U. v_
1" SAWCUT W Q
GROUND FL. FIN. (D
0 Cd
U) I
-1-- 00
` MOISTURE BARRIER �/ Q Q
�/ /
0.006 IN. VISG2UEEN) L0� z �
\ \\ l \
/ I / Q
4" CONCRETE SLAB W/6X6 10/10 W.WM. -
\ (DOUBLE WIRE MESH AT PERIMETER 30")
�G < \ \ \ W OC o .
ON c-S% WELL COMPACTED FILL FOR 00 -C
R ���✓i �\ \ \\�` EACH 12" LAYER(MAX). THE FIELD DENSITY TEST z
SHALL BE MADE IN ACCORDANCE W/ ASTM 01551 / /
•::; • • , : ! �c -29-01
" " . \ 12"X16 CONCRETE ate 01
ETE FOOTING 1
BARS CONT. (TYP)
16
Scale AS NOTED
Drawn G.D.J.
i
Job 00-320
TYPICAL WALL SECTION Sheet
SCALE 3/4" = 1'-0" A-4
Of 8 Sheets
- i