08-1250-006EX15TING I NEW
EXISTING IUD, R BEAM —
TO REMAIN \
I
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08-01 -E
SCALE:
AS SHOWN
REVIEWED BY.
E.V.
CD
E.V./ C.G.
DATE
10/10/2008
W
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IN IN
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R- 30 BATT
1/2" GYP. BOAF
I METAL FURR'c
SECURED TO
2-
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SHALL BE
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I EXTERIOR l
TYPE F
I TRUSS T1
PROVIDED. T�
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105 VERTICAL R
BOTH ENDS 6
I CELLS W/ CON
I AT EACH 51DE
I AND UNDI
X X
# "i THRU 5OLT5 a 12" 0/C
5TO5MKING- 25 SHINGLE DI. COUNTRY
APPROVAL No. 940610.01 OVER ONE
No30 ROOFING FELT 4" LAP, TIN CAPS
SPACED 12" o.c. LAP5 4 FIELD FASTEN
AS SPECIFIED BY ROOFING MANUFACT'R
6" FASTENERS PER SHINGLE ON 5/8"
EXT. GRADE CDX 19/32 PLYWOOD W/ 8d
NAILS 19 4" or- AT EAVES AND 6" o.c.
INSULATION
D ON 25 ga.
i AT 24" o.c.
TRUSSES W/
I" SCREWS.
)NT. P.T. FIRE5TOP
1/2" DRYWALL ON IX2 P.T. WOOD
FURRING 5TRIP5 1924" O.G.
(CONT.)
INSULATION (R- 5)
ORIZONTAL JOINT REINFORCING
PROVIDED AT EVERY SECOND
IRSE (l(o " VERTICALLY) FOR ALL
JALL5.5TANDAF) No.9 LADDER
)R REINFORCED MA50NRY AND
PE FOR ALL OTHERS SHALL BE
{IS REINFORCING SHALL EXTEND
4" INTO TIE COLUMNS.
;INF.19 48" TIE DOWN BENT 18" AT
'LICE 30" MIN. AND FILL BLOCK
:BETE. PROVIDE ONE TIE DOWN
7 OPENINGS 3' -0" OR LARGER
-R GIRDER TRUSSES. SEE PLAN.
IX6 TRIM (CONT.)
IX4 P.T. BASE NAILER (CONT.)
IX4 P.T. WOOD STRIP (CONT.)
A A A A
4" CONC. SLAB OVER 6 MIL V15QUEEN ON CLEAN FINE
5AND FILL COMPACTED IN 12" LAYERS TO 959. OF THE
MODIFIED PROCTOR DENSITY TEST,
REINFORCE W/ 6 X 6 WIA X WIA WELDED WIRE FABRIC,
PLACED 2" FROM TOP OF SLAB. TYP. GROUND FLOOR
SLAB.
CROSS SECTION
399 -11-V SCALE BASED ON 31 x 2C PRNdT
3"
CEILING TO MATCH EXISTING
x
¢O
O�
0
_A
1/2" GYP. BOARD METAL SECURED TO
EXISTING CONC.
r
TYP. MTL. STUD PARTITION DETAIL
3/4 "= l -W SCALE BASED ON 36" x 24" PRINT
TRUSSES (@ 24" O.C.) W/2-1-SCREWS
PROVIDE3 -5/8" X 25 GA
METAL STUDS @ 16" O.C.
PROVIDE 3-5/8"X 25 GAMETAL INTERN.
BRACE
PROVIDE 1/2" DRYWALL ON METAL STUD
W /1" LONG. No.6 SCREWS 8" O.C. AT
PERIMETER & 12" O.C. AT INTERN.
SUPPORT.
PROVIDE CONY. 20GA. MTL. BOTT.
TRACK W /(1) 3/4" O HILTI SHOT PIN AT
SLAB
16" O.0 MAX AND DOUBLE AT CORNERS
AND WALL OPENINGS
FINISH FLOOR
ROOF TO MATCH
EXISTING
PREF. WD 12
TRUSSES @ 24" 3
MTL. 5TRAP O.C.
5EE SCHEDULE
- FASCIA PROVIDE
TO MATCH EXIST. INSULATION
R -30
RRFF WD- TR15SF5
2 -16d
NAILS, TYP.
SCREWS 1211 °BR" , SEE PLAN
- 8 "X 12" CONCRETE TIE BEAM W/
415 CONT. REINFORCING No3
TIES AT 4' -0" o.c. ADD 2"5 x 5"
LONG BENT BARS 4 403 TIES
AT 12" o.c. AT ALL CORNERS.
(TYP).
STORMKING- 25 SHINGLE DI. COUNTRY
APPROVAL No. 940610.01 OVER ONE
No30 ROOFING FELT 4" LAP, TIN GAPS
SPACED 12" o.c. LAPS 4 FIELD FASTEN
AS SPECIFIED BY ROOFING MANUFACT'R
6" FASTENERS PER SHINGLE ON 5/8"
EXT. GRADE CDX 19/32 PLYWOOD W/ 8d
NAILS 19 4" o.c. AT EAVES AND 6" oz.
AT FIELD,
MTL. 5TRAP
5EE 5CHEDULE
5/8" STUCCO FIN15H
5/8" STUCCO FIN15H ON
1-5/8" CM.U. WALL
zii /'nklrQT =T>= C,I Ate IPPIAI>=
3/4" NEOPRENE EXPANSION JOINT
FILL. COMPACTED TO 95% DRY MAXIMUM.
THE DE51C-4N 15 15A5ED ON GON5TRUCTION
UPON 5AND AND ROCK OF MINIMUM
BFARING CAPAGITI' OF 2000 P.S.I.
GONG. R BEAM
A�1M
CONC. BEAM *1
0
m
PROVIDE 1/2" G.B.
1" X 4" CONT. P.T.
FIRESTOP
8' -0" MAX. HIGH
1/2" GWB ON 1"X 2" P.T.
WD. FURRING
@ 16" O.C. W/ R-5 RIGID
INSUL. TYP
1X6 TRIM (CONT.)
1X4 P.T. BASE NAILER (CONT.)
1X4 P.T. WOOD STRIP (CONT.)
X X X X X—
PROPOSED
4" CONCRETE SLAB REINF. WITH 6 PROVIDE EXP. JOINT
X 6 - W1.4 X W1.4 W.W.F. OVER
6 MIL. VAPOR BARRIER ON WELL
COMPACTED FILL (95 %)
SEE PLYWOOD NALING
NOTE AT STRUCTURAL. DRAWINGS
SEE STRUCTURAL SCHEDULES
@ S-2 SHEET
2 "X6"
CONT.
TO MATCH EXIST.
`-- 8 "X12"
CONC. TIE BEAM
%8" STUCCO FINISH
TO MATCH EXISTING
HORIZONTAL JOINT REINFORCING
SHALL BE PROVIDED AT EVERY SECOND
COURSE 06" VERTICALLY) FOR ALL
EXTERIOR WALLS. STANDARD No.9 LADDER
TYPE FOR REINFORCED MASONRY AND
TRU65 TYPE FOR ALL OTHERS SHALL BE
PROVIDED. THIS REINFORCING SHALL EXTEND
4" INTO TIE COLUMNS.
105 VERTICAL REINF.10 48" TIE DOWN BENT 18" AT
o BOTH ENDS SPLICE 30" MIN. AND FILL BLOCK
CELLS W/ CONCRETE, PROVIDE ONE TIE DOWN
AT EACH SIDE OF OPENINGS 3' -0" OR LARGER
AND UNDER GIRDER TRUSSES. SEE PLAN.
0' -0"
- - - - -- F.F.E.
t o
z
16 "X18" CONC. I i
5/8" STUCCO FIN15H FOOTING
SEE SCHEDULE
b FOR STRUCTURAL TYP. WALL SECTION B
°D SPECIFICATION SEE 314`a 11-0" SCALE BASED ON W x W PRNT
SHEETS S -1 AND S -2
FILL COMPACTED TO 959- DRY MAXIMUM.
THE DESIGN 15 BASED ON CONSTRUCTION
UPON 5.AND AND ROCK OF MINIMUM
BEARING CAPACITY OF 2000 P.S.I.
-0' -4"
F.F.E.
(8.83')
co
105 VERTICAL REINF.19 32" TIE DOWN
W -16
3"
CROSS SECTION
U's 1'4r SCAM MAMdsxar PRINT M
0' -0" = 9.41'
i F.F.E.
—/ n' 6"
F.F.E.
s.a3'
2 "X4" P.T WOOD NAILED
E.A. TRUSS
EXISTING WOOD TRUSSES
+
EXISTING CEILING
PROVIDE 2'7(4"
@ 16" VERT.
PROVIDE 2 "X4" WD BRACE
BLOCKING
PROVIDE 112" DRYWALL ON 2X4 WD
W /1" LONG. No.6 SCREWS 8" O.C. AT
PERIMETER $ 12" O.C. AT INTERM.
SUPPORT.
2 "X4" PT, CONT. WD HOR. TOP,& BOTT
oA -0"
- - - - -- T.O.S. --
EXISTING CONCRETE SLAB
l
TYP. WD PARTITION DETAIL
314 "= 1'4)"
SCALE BASED ON 36" x 24" PRINT
FRAMING JOINT DETAIL-
3/4" -1�-0"
SCALE BASED ON 3r x 2C PRNT
U
S1 RUCTUR L frT
lF s
REVISIONS DATE
J
08-01 -E
SCALE:
AS SHOWN
REVIEWED BY.
E.V.
CD
E.V./ C.G.
DATE
10/10/2008
W
W
W
Q o
a Q
OC o 2
W
Z w
i' � LL LU
.J J ca O�w 0
co
Qom_ z
.—
JOB NM
08-01 -E
SCALE:
AS SHOWN
REVIEWED BY.
E.V.
DRAWN BY:
E.V./ C.G.
DATE
10/10/2008
SHEET TITLE:
r�
SECTIONS
SHEET No:
A-4
SPIFFY 5 OF 10