05-875-007OIL TOP OF TIE BEAM
ELEV. +18 -T
Spanish "S" tile roof on 90# hot mopped
roofing roll over 30# well saturated
felt tin capped to 5/8" cdx plywood
w/ 8d nails @ 6$I o.c. at panel edges
& intermediate supports & 10d nails
® 4" o.c. ® gable end
MIN. LAP 3C
DOWEL'S SPLICING
LENGTH TO BE 48 DIA BAR .MIN
#5 EMBEDDED MIN. 6
INTO EXIST. TB-1
0 24' O.0 IN FULLY_
GROUTED CELL
FINISH RI
ELEV. +10=1' — — 1
2nd FLOOR (TOP OF TIE B�
ELEV. +9..6 EXIST. T.B
83(12'
•
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ANCHORS ® END FO OPENING W/ (5' SPACING) \
ADD 2#5 REBAR , V EA END OF OPENING VERT.
® REMAINDER USE 1/7 DIA WEDGE ANCHOR
BY SIMPS^N STRONG TIES OR EQUAL dP 24' O/C
W/ 3-3/8 ' EMBEDIMENT
#5 REINF BAR
j'APpol
N-0-100; I IN OWN,
8' CONC. BL.IC W/ 9 GA LADDER TYPE_
HORIZ. REINF EVERY OTHER COURSE
5/6 STUCC.O-
MIN. LAP 3C
DOWEL'S SPLICING LENGTH TO
BE 48 DIA. BAR MIN.
GROUND FLOOR PLAN
zo
ze
R -19 INSULATION TYP THRU -OUT
' GYP. BOARD ON MET.
HI -HATS cP 16 O.C.
18X 4! XRESTOP OYP.)
8' X 17 CONC. TIE BEAM
(SEE BEAM SCHEDULE)
R-42 INSULATION
PT. FURRING STRIP 4P 24' O.C.
1/7 GYP. BD.
PLACE DTC STRAPS $ WRAP
AROUND W/ FELT PAPER (TYP)
' GYP. BOARD ON MET.
HI -HATS CP 16' O.G.
1' X 4 RRESTOP (`TYP.)
8' MAX
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0
a o
A e
A
0
d o•
a• d • a
CONG. FOOTING \h/F-1
(SEE FOOTING SCHEDULE
FOR SIZE AND REINFORCEMENTS
R -19 INSULATION TYP THRU -OUT
GYP. BOARD ON MET._
HI -HATS diP 16 O.G.
T X 4' FLRESTOP CT1?
_ _ ..)-
8' X 17 CONG. TIE BEAM
(SEE BEAM SCHEDULE)-
R,4.2
PT. FURRING STRIP tIP 24 O.0
1/7 GYP. BD.
PLACE DTG STRAPS ,$ WRAP
AROUND W/ FELT PAPER (TYP)
(2) LAYERS (5/6 $ 3/4' PLY WD SHEATHING
W/ 30# FELT PAPER BETWEEN )
16' WOOD FLOOR TRUSS
V 24 O.0 (BY OTHER)
EXIST. OVERT -SANG TO
BE SAW GUT
COVER TIP OF EXISTING WD. TRUSS
THAT COME IN CONTACT W/NEW CONC. BLOCK
W/ 30# ROOFING PAPER
R,4.2 INSULATION:
PT. FURRING STRIP 0 24' O.C.
1/7 GYP. BD.
V4 EXPANSION MATERIAL_
4' MIN. CONC SLAB W /GXG. WIA X WIA• WWM, ON
VAPOR BARRIER SOIL POISON AND WELL COMP.
FILL. AS PER SOILS COMP. SPECIFICATIONS.
(PROVIDE TERMITE SOILS POISON)
(DOUBLE MESH AT
PERIMETER 30 IN.)
SEE FOUNDATION PLAN
' GYP. BOARD ON MET.
HI -HATS 0 16 O.G.
16 WOOD FLOOR TRUSS
0 24' O.0 (BY OTHER)
GYP. BOARD ON MET. —
HI-HATS 016' O.G.
T X 4' FuzESTOP
8 MAX
12 PITCH
13
M111
oil VA
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D
°
• d
G-MIL VAPOR ®II ®I
BARRIER,
b
b
CONC. FOOTING WF-2
(SEE FOo -nNG SCHEDULE
FOR SIZE AND REINFORCEMENTS
TOP OF TIE BEAM
— — EL€V. +18 -1'
• a-
—MIN. LAP 30'
DOWELS SPLJONG LENGTH TO
BE 48 DIA, BAR MIN.
— — FINISH FLOOR
ELI 2n4 RI (TOP OF TIE BEAM)
ELEV. +9-8'
�J
#5 REINF BAR
6 CONC. BLr, W/ 9 GA LADDER TYPE
HORIZ. REINF EVERY OTHER COURSE
5/6 STUCCO
MIN. LAP 30'
DOWEL'S SPLICING LENGTH TO
BE 48 DIA. BAR MIN.
— — GROUND FLOOR PLAN
ELI O'-C'
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DRAWN BY
JULIO G SILVA
CHECKED BY
G.M
JOB No.
X005 °0005
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