13-1056-012C?
m
TOP
N
_9
TYPICAL WINDOW
HEAD HEIGHT V.
I
6.4.! Va
NOTE:
PROVIDE 2x4 DRAFTSTOP (FIRESTOP) AT
MIDPOINT * TOP OF ALL EXISTING WOOD
STUDS (IF REQUIRED) AND 1x4 DRA75TOP
(FIRESTOP) FURRING AT MASONRY / CEILING
CONNECTIONS IN EXISTING AREAS
PROVIDE DRAFTSTOP (FIRESTOP) AT MIDPOINT
4 TOP OF ALL NEW 5TUD5, AND I x4
DRAFTSTOP (FIRESTOP) AT ALL MA50NRYTO
CEILING LOCATIONS
wo
PA
Ali
V8" TYPE'X" DRYWALL ON I /
x 3 FURRING @ 24'0.C°
I x 4 FIRESTOP
Y2' DRYWALL ON I x 2 PT VERT.
FURRING @ I G "° O.C. W/ 3/4" RIGID
INSULATION BETWEEN FURRING - R5
R5-3 - 5EE STRUCTURAL
DRAWINGS
WINDOW TYPE "A' - 5EE
WINDOW 5CHEDULE
1 O lf _
1 /z' DRYWALL ON I x 2 PT VERT.
FURRING @ I G "° O.C. W/ 314" RIGID
INSULATION BETWEEN FURRING - R5
FINISH FLOORING ON TYPICAL
UNDERLAYMENT - SEE ROOM
FIN15H SCHEDULA FOR MATERIAL
WOOD BASE
l" EXP. JOINT
MATERIAL
CONC SLAB - SEE
STRUCTURAL
d
III — III — III — III — III — III — III — III —III —I
Ililllll�lllllilllllilllllilllllilllllilllllilllllillll
I I— III — III — III —I I ! —III —I I { I'
=1 I I�1 11-1 I I -1 I ICI 11 =1 I I 1 =1
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I I— III -- III — III --III ..4 . ® •° a a a.
=1 I I =1 11 =I 11 =1 I I —I I I�._. 4_'• `
IIIIIIIII�III1I�ICI1I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�
SECTION DETAIL
FLAT CEMENT TILE ROOF ON 90# SLATE / 30#
FELT (HOT MOPPED # TIN TAGGED) OVER 5/8 CDX
PLYWOOD SHEATHING SECURED TO WOOD
TRU55E5 W/ I Od x 2" NAILS @ 4" O.C. AT EDGES
AND ALL SUPPORTING TRU55E5
WOOD ROOF TRU55E5 (BY OTHERS) -
5EE STRUCTURAL. FOR CONNECTIONS
5EE STRUCTURAL DRAWINGS
FOR CONNECTIONS �
TOP OF UPPER BEAM
EL = + 13' -0" ABOVE CONC. FLOOR SLAB
PAINTED ALUMINUM DRIP
ON I x 2 BLOCKING
2 x 8 FASCIA
WIRELATH � STUCCO SOFFIT /
W/ 3" PVC CONTINUOUS VENT/
R13-1 - 5EE STRUCTURAL DRAWINGS
STUCCO FIN15H
mum
amil
21 - ®°
12
41
FLAT CEMENT TILE ROOF ON 90# SLATE / 30#
FELT (HOT MOPPED � TIN TAGGED) OVER %8' CDX
PLYWOOD SHEATHING SECURED TO WOOD
TRUSSES W/ I Od x 2' NAILS @ 4" O.C. AT EDGES
AND ALL SUPPORTING TRU55E5
WOOD ROOF TRU55E5 (BY OTHERS) -
5EE STRUCTURAL FOR CONNECTIONS
SEE STRUCTURAL DRAWINGS
FOR CONNECTIONS \
4
44 ' a a WIRE LATH STUCCO ON &° CDX WIRE LATH STUCCO ON 5f8" CDX ,°
PLYWOOD SHEATHING W/ I Od NAILS PLYWOOD SHEATHING W/ I Od NAILS
@G' O.C° ALONG EDGES AND ALL
° @G O.C. ALONG EDGES AND ALL
4 ® SUPPOETING TRU55 BOTTOM SUPPOETING TRU55 BOTTOM ° ` a °
CHORDS - 5EE STRUCTURAL CHORDS - 5EE STRUCTURAL
STUCCO PIN15H
SECTION DETAIL (3'-
"5 5ECTI ON DETAIL
SCALE: 3/4" = P -0" A -8 SCALE: 3/4" = P -0"
FLAT CEMENT TILE ROOF ON 90# SLATE / 30#
FELT (HOT MOPPED t TIN TAGGED) OVER 5/8" CDX
PLYWOOD SHEATHING SECURED TO WOOD
TRU55E5 W/ I Od x 2' NAILS @ 4" O.C. AT EDGES
AND ALL SUPPORTING TRU55E5
WOOD ROOF TRU55E5 (BY OTHERS) -
SEE STRUCTURAL FOR CONNECTIONS
10" BATT INSULATION - R30
WOOD 51LL WINDOW TYPE 'C - 5EE
5EE STRUCTURAL DRAWINGS WINDOW SCHEDULE
FOR CONNECTIONS DRYWALL ON I x 2 PT VERT.
FURRING @ I G" O.C. W1,3/4" RIGID STUCCO
21 -0" INSULATION BETWEEN PURRING - R5
12 FINISH FLOORING ON TYPICAL
UNDERLAYMENT - SEE ROOM 24`° x 24" x I " PRECAST CONC.
4 FIN15H SCHEDULA FOR MATERIAL PAVERS ON FULL BED OF MUD
TOP OF BEAM WOOD BASE
CONC SLAB WALL
hI PAINTED ALUMINUM DRIP
Al, ON 1 x 2 BLOCKING - 5EE STRUCTURAL SLOPE %8" PER FOOT
° TOP OF SLAB W/ PAVER SETTING BED
VA IES -SEE REFLE ED CEIL I PLAN 4 : d — �@-F'B13tUEC-FD-
' `a• .ate
2 x 8 FASCIA a a. �tl
518" TYPE 'X' DRYWALL ON 1 1 =1 11 -1 — —I I I =) I a
x 3 FURRING @ 24" O.C. — III —I f I — I I— III — III —I I 4
I x 4 F►RESTOP I I —III — I =11 =C 11 =1 11 =1 11 =1 I I 1 =1 I I— III — III — III — III — III — III —I I I
�I I ICI I ICI I hI I I -1 I I -1 I I -1 I I -1 I III -1 I I -1 I I -1 I I -1 I I -1 I I -1 I I -1 I f-
Y2" DRYWALL ON I x 2 PT VERT.
FURRING @ I G" O.C. W/ 3/4" RIGID
INSULATION BETWEEN FURRING - R5
fINI5H FLOOR.ING ON TYPICAL
UNDEKLAYMENT .••
••I B
CONC 5LAB
lomm"mmus so so mop–m"Em REPO
1�
WIRELATH It STUCCO SOFFIT
W/ 3" PVC CONTINUOUS VENT
TB - 5EE STRUCTURAL DRAWINGS
N
1
6.
STUCCO ON 8" CMU - SEE
STRUCTURAL DRAWING5 FOR WALL
REINFORCEMENT
TOP OF SLAB
–%' EXP. JOINT
MATERIAL
I —III —I ! I —I I !— III — III — III — III —III ', : `- ° B I— III -6 I I— III —III —I
-11 I -1111 I hI 11 =11 hI I I-11 I -1 I I �. I I-11— =
— — _ , a;' : • • °.� I I III f I
-1 I I-1 I I -1 11 =1 I Ed I I-1 I El I MI I I :. °:- I -11 I -1 11`1
-III— III — III = 111 —III -III —I 11 =1 I I— I I I —I 1 I -1 I I —I 11 =11 I_
1 —I i I —I 1, I —I I I -1 11 =1 I I —I i I —III — _11 1 111 =1 11 =1 11 =1 11 =I 11 =1 11=1 I Ed I I =1
=1 I I- III -I 11 =1 11 =1 11 =1 11 =1 11 ==1 11 =1 11 =1 11 =1 I I -I 11 -1 11 =1 I C =1 11=
SECTION DETAIL — rgYPICAL WALL SECTION}
SCALE: 3/4" = P -0"
4 , b
4
SECTION DETAIL
SCALE: 3/4" = 1' -0"
12" x 12" x 2%" PRECAST CONCRETE
DRIVEWAY PAVERS ON 2" PERMEABLE
AGGREGATE SETTING BED OVER G"
CRUSHED ROCK SUB BASE
1 i_r'l
=1 11 =1 11 =1 11 =1 I I I =1 I ICI 11 =1 I I -i I I -1 I I -1 I I -1 I I -1 I I -1 I I -1
-_III- III - III -11 = III= III_IIhIII— III — III — III — III — III —III_
__- _ —_ I I I I I I I 11fB11111111111111111 & I I I f 4111111111111 &III —III -1
II III III III
=1 11 -f I I -1 11 =1
1= III =1 I 1 =1 11=
1-11 r 1 =1 i 5 ECT I O N DETAIL
2 SCALE: 3/4" = I' -0"
A -8
51
" PR.ECAST CONCRETE
nki T4-IIAIC,FT
•
• 'd; it
0
•
2 " -0"
12
TOP OF UPPER BEAM
EL = + 13-0" ABOVE CONC. FLOOR SLAB
PAINTED ALUMINUM DRIP
ON I x 2 BLOCKING
2 x 8 FASCIA
WIRELATH t STUCCO 50FFlT
W/ 3" PVC CONTINUOUS VENT
RB -7 - 5EE STRUCTURAL DRAWINGS
STUCCO FIN15H
STUCCU ON 8' CMU
WALL - 5EE
STRUCTURAL ---- ---
''f Ak,.')Al, II VDr/ AaT
FULL HEIGHT MARBLE
ON THIN 5ET MORTAR
MARBLE ON THIN 5ET
MORTAR - SLOPE%'
4' CONC SLAB (BENCH 5EAT)
ON WELL COMPACTED FILL -
SEE STRUCTURAL
13ULLN05E EDGE
8" CMU
—I I l =III —I { I I �' `� • `'e-` - �'� � • �� 1 1 6— III — III —I I I�
1 I 1 =1 11 =1 11 =1 —I .:.�:.....:::�'�_ .:.:� � �:: '��• °:1 =1 11 =1 11 =1 11-
— III — III — III — I I . , ; .. , .� .. • °.» " ��. � .: ;� I I I_I 1 I_I I I —III'
III — III ^III ^III -1= — r � - - -- I— III — III -1 1I-
=1 11 =111 -1 11 -1 11 -1 11 -1 I I-1 I I -1 11 =C 11 -1 11 =1 11 -1 I I:
LOW WALL DETAIL
SCALE: 3/4" = 1' -0"
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