10-286-012EXISTING ROOF SHEATHING
TO REMAIN.
EXIST. TO NEW
REr-lAIN I ADDITION
EXISTING CEILING TO
REMAIN.
EXISTING ROOF TRIJ55E&
TO REMAIN,
EXISTING ROOF INSULATION
TO REMAIN.
EXISTING CONCRETE BEAM
TO REMAIN,
EXISTING; CE35 WALL
70 RF=r-lAIN.
F-Xi5TING G.W.B. FINISH
TO REMA X
EXISTING CONCRETE 5LAE3
TO REMAIN.
V \/l X
X
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TYPICAL WALL SECTION_
31411 = 11 -011
(MATCH EXISTING:; FIELD VERIFY),
12
3
(�m ;C-o EXISTI
NEW (2) LA'r'ER5 OF SMOOTH STUCCO FIN15H
ON FAFIER SACKED WIRE LATIH OVER 15"
CDX L YW001D SHEATHING ON WOOED i�OOF
TRUSSES A5 SHOWN.
2 -COAT SMOOTH
STUCCO FINISH
(MATCH EXISTING),
CONC. SLAB (SEE 5TFlUCT. PLANS).
CONT. VAPOR BARRIER —i
CONT. 1/21' EXFAN51ON JOINT.
CLEAN COr'lFACTED
FILL. (SEE STRUCTURAL
PLANS FOR SPECS.) -- LINE OF EX15TINCr CONCRETE
&LAE3 TO BE REMOVED.
EXIST- CONCRETE F-TG-
TO REMAIN, —1
SLOT
PIN, GRAE)E
\K
NI X�
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NOTE, FOR STRUCTURAL INFORMATION
SEE PLANS BY STRUCTURAL ENGINEEF,
FOR M.E.P. INFORMATION SEE PLAINS
BY MECHANICAL ENGINEERS.
(NEW) CEMET TILE ROOF ON 1-90" MfNERAL
5URFACF I40T TO 1-30# FELT
TINTAGGEED TO 113/32" FL-f'UJOOD SHEATHING
THE 1-30* FELT IS ANCHORED TO THE
PLYWOOD SHEATHING WITH SENCO GALVANIZED,
D14NONE) POINT, 1-1/4" X .120" DIAMETER WOOD
-1/0" WIDTH CROWN X 1-3/4' LENGTH. WOOD
SHEATHING ANCHORAGE SHALL BE HAND
NAILED IN AC7,CORrD,4NCE WITH 5FE3C CHAPTER 29.
(1e/32" CF-)X Pl-T-WED, SHTG. W/ ad RING SHANK NAILS
'a 6" O-C. '60 PANEL EDGE, e," O.C. -4) INTERMEDIATE
&JF'POIRT5, l0d NAILS @ 4" O.O. AT GABLE END TRUSSES ANED
4" O.C. � DIAPHRAGM BOUND). TILE INSTALLATION
SHALL PE NAIL-ON SYSTEM (MATCH EX15TING),
2ro GA. C-TALV, MTL, DRIP UJ/ A ROOF FLANGE
OF 2" MX AND NAILED W/ 12 GA. ANNULAR. RING
SHANK NAILS AT 4" O.C.
THE DRIP SHALL BE 2" MIN- AND EXTEND 3/4"
SHEATHING AND 1/2" CLEAR FROM STRUCTURE,
MTL. DRIP SHALL BE LAPPED 4" MIN '@ PERIMETER LAPS
AND SHALL BE WRAPPED AROUND AND LAPPED 5" MIN. AT
CORNERS AS SPECIFIED IN F,)ADE COUNTY PROTOCOL FAII,
NEW PR::'E-FAF• WOOD
ROOF TRUSSES (SEE
eTRUCTRAL FLANS,
FOR ANCHORAGE [DWe-)
(MATCH E><f5T- FIELD VERIFY),
TOP OF NEW
CONCRETE E5E/-\M
EL. L. 4,' (MATCH EXIST.
FIELD VEfzlIP:T-),
2 X a ROUGE --I SAWN FASCIA
TO TRUSS (MATCH EXISTING)
SEE STRUCTURAL PLANS FOR
NAILING INFOfRiiAvoN,
:STUCCO 5CFFIT ON HIGH
R155ED LATH W1 2" MIN. LAP
W/ 4" WIF-)E CONT. SCREEN
VENT,
CMATCH EXISTING)
NEW CONCRETE BEAM.
SEE STRUCTURAL PLANS FOR
51ZE AND REINFORCEMENT.
NEW CONCRETE
C-01-LIMN BEYOND,
SEE ELEVATIONS.
TOP OF EXIST. CONCRETE -
SLAB 'a HOUSE
EL- 0'-0' (FIELD VERIFY)
CLEAN C-Ot'IFACTEL,)
PILL. (SEE 5TRUCTURAL
PLANS FOR SPECS,)
CONCRETE FTG. AT COLUMN BETOND,
(SEE STRUCTURAL
PLANS FOR REINFO%CEMENTJ
CATY ()F So[jj+j MIAA41
BUILDING, DEPT.
ISUILOING SECTION
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DATE :MARCH 27 2010
SCALE : AS SHOWN
DRAWN :W,A.C.
JOB NO. :09.9000
D-2
SHEET NO. : OF