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CONTINUOUS TWO LAYERS OF 3/4- CCS
PLYWOOD KE12F AS REQUIRED
EF15 SYSTEM ANCHOR t0 BLOCKING
CONTINUE DRYWALL@ ALL BEARING WALL CONDITIONS
I.PROVIDE FRAMING/BLOCKING
3/8' WOOD VENEER 16' Oz. WITHIN CEILING GRID �1 1
BENDING PLYWOOD - DADO W
INTO SIDES (STAINED)
FILL W/ BATT
+ INSULATION 3/4' PLYWOOD (STAINED) WOOD BASE CAP DRYWALL n ,
STEEL COLUMN - STEEL COLON - �'
SEE STRUCTURAL SEE STRUCTURAL `—CONTINUOUS TWO LAYERS E 3/4' /�■�
PROVIDE 1 HOUR PROVIDE I HOUR 3/4' PLYWOOD PLYWOOD OERF A5 REQJIRED l v
ANCHOR TO BLOCKING
SPRAY APPLIED SPRAY APPLIED
FIRE PROTECTION FIRE PROTECTION
4 PER UL -X790 PER UL -X790 3/4' PLYWOOD BLOCKING 16'
2 X BLOCKING O.C. - DADO INTO SIDES L
2 X 8 BLOCKING BETWEEN (STAINEDW))CU TO MATCH CASINGC 2-0 BOARDT
+ STUDS 8 3/4 RADIUS �� RED CEILING - SCRIBEAS IX6 WOOD TRIM O
STEEL COLUMN @WALL 6 FYPONBRACKE
T 3/8' WOOD VENEER DRYWALL WOOD ON
1/Z' . I' -O' AC601 BKT 15 X 28 BENDING PLYWOOD - DADO
INTO SIDES (STAINED) PALL MOU.pING 1C
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L
%7 DRYWALL ON O C�
EF15 SYSTEM 2X8 WOOD STUDS
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11/Z' ■ 1'■0' AC601 �24 CURVED WOOD SOX SEAM PLAN @ CORRIDOR A2CHE5 STEEL COLUMN @ ARCHED OPE I G5 0 FYPON BRAtCET I/2I'-O1/7 I'-0
AC601 c:
FILL W/ BATT
INSULATION • •
+ STEEL COLUMN -
SEE STRUCTURAL
PROVIDE I HOUR
.D SPRAY APPLIED � -�■J
FIRE PROTECTION
PER UL -X790
WOOD DOX REAM 3 m
a I FYPON BRACKET I I/�' ■ I' -O AC601 0
U-
5TEEL COLUMN @ OUT5IDE COQNE12 5
I I/Z' ■ I' -Or ACS I 24
12
i2 THREE ONA. SHINGLES ON
15Th,r-1
E,crI u
ON TAPERED
ATION 1/2'
PER FOOT ON
6 MIL VAPOR BARRIER 1 L.L.RCvGV :uarrvZ;IVN - BEARIING
ROOF LADDER RESILIENT CHAMELS @ 17 O.C. SYSTEM _
REST FIRE RATED DRYWALL ...... - - - - - ..... - - - - - ....... -•-•-•-•- -•-•-• -•-•-- - - - •-•-•-•-•---•-•-•---•-•-•--- - -•-•- - -•-•- - •-•---•-ELEVATION ■ 127-0
T7 5/6'
PER LADDER
4m I " " 8 I HOUR FIRE 12ES15TIVE PER UL -P531 CURVED WOOD BOX BEAM
A1215 ROOF LADDER PER 05500
WOOD BLOCKING
BETWEEN TRU55ES
A5 REOUIRED
r t. r t.
CROWN 'A' 5/8' DRYWALL L. r r L c `TRUSS BEAMNG
rL`
SUSPENSION 5Y5T 3 _ _ _ r r `, (J - - - - - - - - - - - - - - - - - - - - - - - -•_._, , ', --•-•-•--•-•-•-•-•-•-•-•-•-•-•-•-•-•-•--•-•-•-•-•-•_ _ - ..........
_ r rr r r r r r ELEVATION
TON■ 1144 4'�
77
A! 717 �-5EE HVAC
�SUSPENSION5SSTEMMON GRIP
SSENSIOu.l.ury M!c ---------------- ---- - ---
SUSPENSION SYSTEM _ BEAM BEARING_ _
_I. -' ELEVATION •III -5 5/8�
8 X 8 WOOD BOX BEAM 5/8' DRYWALL ON WOOD HEADER
20 GAGE METAL FRAMING
' I I I I SEE STRUCTURAL
CROWN 'A' I I 5/87
/57 7 DDR � L SYSTEM ID
CROWN N
SUSPENDED 2
ACOU5TICAL TILE '
' t401
I I I I
I
4
ENTey SITTING
1 PARLOR I ROOM LIBRARY
11. DINING VENLIES CONCIERGE
DINING ERECTOR i C I C 18
O
I
I I
STEEL COLUMN BEYOND
1 OPEN �� SEE STRUCTURAL
HL
Ll
..
4- CONCRETE SLAB W/ 6X6 GAS FIREPLACE PER
[� W 1,4 X W 1.4 W.W.F. ON 10 MIL
VAPOR BARRIER ON 6' MINIMUM SECTION 10300
COMPACTED DRAINAGE FILL
D 0� FIRST FLOOR -TOP OF SLAB*
................ _ . _ . -•-•-•-•-•-•-•-•-•-•-•- ELEVATION • 100-0 D D D D • D D D D D D THIS DRAWING. ITS DESIGN CONCEPT AND ITS DETAIL ARE
D D THE SOLE NIOPERTI OF AG ARCXITFC URE, RIC. AND SIWL
- - - - - D
NOT BE CONFD IN ANY FORA OR MANNER WRHOUT
D
. • . WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
DRN
DATE
01 AUG 2011
PROJ CT
BUILDING SECTION BUILDING SECTION +A 071101
,A SHEET NO.
ACb01
3/8" B AC60
1
COMMONS
o
,' `.
11 n .v ��cr�rn�ty •�rv� EPOM MEMBRANE ON —
W/ BUG SCREEN @ 10'-0' O.C. 1/7 FIBERGLASS MAT ROOF BOARD DENS DECK) ON
-r1rvry rrlcnL,.«I
POLYSTYRENE INSU-AT10N ON
-- ----- -
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LOMANCO 100 SERIES 3/4' PLYWOOD ROOF SHEATHING ON
TROWEL APPLIED WATER RESISTIVE
BARRIER ON
'
RECTANGULAR LOUVERS WOOD ROOF TRUSSE5 : PITCH TOP CHORD OF ROOF
1/7 05B SFEATHING
EPDM MEMBRANE ON 3/4' TRU55 1/4' PER FOOT TO ROOF DRAINS
STUDS
1 12 6
SHEATHING R -3B BLOWN INSULATION 12 6
6 MIL VAPOR BARRIER
R-25 BATT INSULATION
Fro VAPOR BARRIER
A1215 A1215
°
EXTEND ROOF MEMBRANE UP A1215 A1215
E OVER ROOF SHEATHING RESILIENT CHANNELS @ 17 O.C.
5 DRYWALL
1414 U N D E R W O O D AVE.
, %
5/8' FIRE RATED DRYWALL
I HOUR FIRE RESISTIVE PER UL - U35/.w
I HO R FIRE
w u w w r o s A, w l 53213
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(I HOUR FIRE RESISTIVE PER UL -P531)
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ELEVATION119-4
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..................................
A r c h i t e c t u r e
E n g i n e e ring
P l a n n i n g
WOOD BLOCKING
BETWEEN TRU55ES
A5 REOUIRED
r t. r t.
CROWN 'A' 5/8' DRYWALL L. r r L c `TRUSS BEAMNG
rL`
SUSPENSION 5Y5T 3 _ _ _ r r `, (J - - - - - - - - - - - - - - - - - - - - - - - -•_._, , ', --•-•-•--•-•-•-•-•-•-•-•-•-•-•-•-•-•-•--•-•-•-•-•-•_ _ - ..........
_ r rr r r r r r ELEVATION
TON■ 1144 4'�
77
A! 717 �-5EE HVAC
�SUSPENSION5SSTEMMON GRIP
SSENSIOu.l.ury M!c ---------------- ---- - ---
SUSPENSION SYSTEM _ BEAM BEARING_ _
_I. -' ELEVATION •III -5 5/8�
8 X 8 WOOD BOX BEAM 5/8' DRYWALL ON WOOD HEADER
20 GAGE METAL FRAMING
' I I I I SEE STRUCTURAL
CROWN 'A' I I 5/87
/57 7 DDR � L SYSTEM ID
CROWN N
SUSPENDED 2
ACOU5TICAL TILE '
' t401
I I I I
I
4
ENTey SITTING
1 PARLOR I ROOM LIBRARY
11. DINING VENLIES CONCIERGE
DINING ERECTOR i C I C 18
O
I
I I
STEEL COLUMN BEYOND
1 OPEN �� SEE STRUCTURAL
HL
Ll
..
4- CONCRETE SLAB W/ 6X6 GAS FIREPLACE PER
[� W 1,4 X W 1.4 W.W.F. ON 10 MIL
VAPOR BARRIER ON 6' MINIMUM SECTION 10300
COMPACTED DRAINAGE FILL
D 0� FIRST FLOOR -TOP OF SLAB*
................ _ . _ . -•-•-•-•-•-•-•-•-•-•-•- ELEVATION • 100-0 D D D D • D D D D D D THIS DRAWING. ITS DESIGN CONCEPT AND ITS DETAIL ARE
D D THE SOLE NIOPERTI OF AG ARCXITFC URE, RIC. AND SIWL
- - - - - D
NOT BE CONFD IN ANY FORA OR MANNER WRHOUT
D
. • . WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
DRN
DATE
01 AUG 2011
PROJ CT
BUILDING SECTION BUILDING SECTION +A 071101
,A SHEET NO.
ACb01
3/8" B AC60
1
COMMONS