HomeMy WebLinkAbout07110023 Exterior Elevations A3.1 Rcv. 3/28/2008 DOCS08 80 00.
08 80
OO.A
(TYP.)
7/A3.1, TYP.)
6
r- BACK -LIT
8'-g"
A3.1
1' -3 5/8�
11-6 3/8"
DRAWINGS.
A
3' -1 "
V -3 5/8"
A4.1
')CORE (SEE
IM Al S . I n� nrh A
co
CO
08 80 00.B
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e s'!� Hwy •r�� � *r =
(TYP. )
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08 41 OO.A
EL.
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SNAP IN COVER,
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BOTH SIDES
F5d
I L^
TOP
OF COPING
z
08 41 OO.A
1 ` -3 5 /8N
3' -0 7/8` 3' -0 7/8"
1' -3 5/80
rn
R
00
1 3 4"
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L '
08 41 OO.A
F1 08
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08 41 00. H
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08 41 OO.A
08 80 OO.D g SNAP IN COVER,
BOTH SIDES 08 80 OO.B
08 80 OO.0 A3.1 0
(TYP.) 5' -3 1/2" � 4' -7 1/2" (TYP.)
08 41 OO.A N 08 0 OO.D
ti Q
08 80 OO.0 �\
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�, '� �x 1 3/4 Q
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(TYP.)
2' -9"
1' -4 112" V -3 3/4" 21_8„ V -3 3/4" V -2 1/8" 2'_3 1/4° 1' -2 1/8"
3' -3 1/2"
- 08 80 OO.A �. �.
I 08 80 00. I 08 80 OO.A
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\ 1 3/4 00 to 1 3/4„ 1 3/4" Oo •n 1 3 4" 1 3 4"
I TYP P. / /
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In TY P. TYP. TYP TYP.
TYPy / � a_
08 80 00. n � i 08 80 00.6
/ 08 80 00. B
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08 80 00.8 7/A3.1, TYP.) 7/A3.1, TYP.)
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WINDOVY/D0010 &
A3.1 SCALE: 1/8 it = 1 ' - 0"
5 - ELEau"ATIOH-S 1 .
2 3 4 4,2 BLOCK PATTERN
_ � .� 5 5.5 6
A3.1 SCALE: 3/4 - 1 -0
2 SCORE (SEE 1 4
' A4.1 7/A3.1, TYP.) A3.2 ' A4.1 '
I 7 4 OO.A
/-07 62 OO.0 I
' TOP OF COPING
FIGURE ETCHED ONTO INBOARD 8 ,
EL. = 23 -4
SURFACE OF OUTER PANE BLOCK PATTERN '
E. 7 1 /4" E. A3.1
Q Q SCORE (SEE I
7/A3.1, TYP.) TOP OF COPING
18#-6"
L � A4.1 EL.
07620.0
SIM.
EL. 14 -0 1/2 TOP OF COPING �N ,, A 2 --0 2 00. --
a
TOP OF COPING 121:71 !0) A n A E L. A -- I N + 1
+ 1 "
Syc e - A
, I I T + 2 3/4"
OO.D 7 BLOCK P ATTERN 8 41
-
SCORE (SEE ,� 07 24 OO.A I 1-I EQUIPMENT BY I I N w '
d 7/A3.1, TYP.) I I OWNER i I 1+2 1 2 +2 +2" BLOCK PATTERN if 1 W "n 08 41 OO.0
t O8 41
' SCORE (SEE
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_J _J1 I ILJ
n-n E T C n E LffLJ% ° 04 20 OO.A I I I o
�' 05 50 00. B N 1 1111^
FINISH FLOOR 09 97 OO.A N
08 41 00. D
FINISH FLOOR
ETTEIPK% ELEVATION 131 AT + 1 ' EL. = 0'- o»
HORIZONTAL ' " ' F3 F
I N T"
SCALE: 1 1 /2" = 1' -0" REVEAL (SEE I I „ I i I
+ 1 AT
7/A3.1, TYP. } 2 WEST ELEVAT HORIZONTAL
A3.1 )-SCALE: 1 /8 = 1 -0 x REVEAL (SEE .
7 A3
/ TYP. )
1/4"
1
07 24 OO.A :- 07 24 OO.A
oo
M
BLOCK PATTERN SCORE HORIZONTAL REVEAL
7 E.I.F.S. Pnlo-OF LES
A3.1 SCALE: 3" _ 11_01f
OVERFLOWL, 7"
STOP OF COPING
"VEL. 14P-O 1/210 t
07 62 00.D
N
5"
07 62 OO.D 4 3" 3"
L E A D EU�1
EAD ELEVAT OHS
SCALE: 3/4» = 1' -0"
INSIDE
08 80 OO.D
07 21 OO.G
4 1/2"
1 3/4" 1 1 3/4"
3 4" / 3/4"
/2 2 1/4' 1 3/4'
E;ECTIOW
ETA L
A3.1 SCALE: 3" = 1' -0"
AIRSPACE
08 80 OO.A
08 41 OO.A
DUTSIDE
D8 80 OO.D
BLOCK PATTERN
SCORE (SEE
7/A3.1, TYP.)
a A
N
N �
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HORIZONTAL
REVEAL (SEE
7/A3.1, TYP.)
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SCO E (SEE
7/A3.1, TYP.)
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SCORE (SEE
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A4.1
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08 80
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7/A3.1, TYP.)
7/A3.1, TYP.
r- BACK -LIT
i
INSTALLED
BY OWNER, COORDINATE
WITH ELECTRICAL
DRAWINGS.
2 4.2 4
;K PATTERN
A4.1
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IM Al S . I n� nrh A
'' _ i4jt
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e s'!� Hwy •r�� � *r =
3/4"
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O
a in
EL.
= 23' -4"
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TOP
R
00
1 3 4"
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L '
08 41 OO.A
F1 08
wl 80 OO.A
08 41 00. H
M
N
00
08 41 OO.A
08 80 OO.D g SNAP IN COVER,
BOTH SIDES 08 80 OO.B
08 80 OO.0 A3.1 0
(TYP.) 5' -3 1/2" � 4' -7 1/2" (TYP.)
08 41 OO.A N 08 0 OO.D
ti Q
08 80 OO.0 �\
) ra
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IL TYP N N '� -� 08 80 00.13
(TYP.)
2' -9"
1' -4 112" V -3 3/4" 21_8„ V -3 3/4" V -2 1/8" 2'_3 1/4° 1' -2 1/8"
3' -3 1/2"
- 08 80 OO.A �. �.
I 08 80 00. I 08 80 OO.A
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\ 1 3/4 00 to 1 3/4„ 1 3/4" Oo •n 1 3 4" 1 3 4"
I TYP P. / /
1 3/4„ /
In TY P. TYP. TYP TYP.
TYPy / � a_
08 80 00. n � i 08 80 00.6
/ 08 80 00. B
/ 08 41 OO.A 08 41 OO.A 08 41 OO.A
08 41 OO.A '
F2 V08 41
00. H 1- C
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08 80 00.8 7/A3.1, TYP.) 7/A3.1, TYP.)
S 0 n n
UTn" ELEVAT ON
WINDOVY/D0010 &
A3.1 SCALE: 1/8 it = 1 ' - 0"
5 - ELEau"ATIOH-S 1 .
2 3 4 4,2 BLOCK PATTERN
_ � .� 5 5.5 6
A3.1 SCALE: 3/4 - 1 -0
2 SCORE (SEE 1 4
' A4.1 7/A3.1, TYP.) A3.2 ' A4.1 '
I 7 4 OO.A
/-07 62 OO.0 I
' TOP OF COPING
FIGURE ETCHED ONTO INBOARD 8 ,
EL. = 23 -4
SURFACE OF OUTER PANE BLOCK PATTERN '
E. 7 1 /4" E. A3.1
Q Q SCORE (SEE I
7/A3.1, TYP.) TOP OF COPING
18#-6"
L � A4.1 EL.
07620.0
SIM.
EL. 14 -0 1/2 TOP OF COPING �N ,, A 2 --0 2 00. --
a
TOP OF COPING 121:71 !0) A n A E L. A -- I N + 1
+ 1 "
Syc e - A
, I I T + 2 3/4"
OO.D 7 BLOCK P ATTERN 8 41
-
SCORE (SEE ,� 07 24 OO.A I 1-I EQUIPMENT BY I I N w '
d 7/A3.1, TYP.) I I OWNER i I 1+2 1 2 +2 +2" BLOCK PATTERN if 1 W "n 08 41 OO.0
t O8 41
' SCORE (SEE
A
I I I I N os oo. 7/A3.1, TYP.)
_J _J1 I ILJ
n-n E T C n E LffLJ% ° 04 20 OO.A I I I o
�' 05 50 00. B N 1 1111^
FINISH FLOOR 09 97 OO.A N
08 41 00. D
FINISH FLOOR
ETTEIPK% ELEVATION 131 AT + 1 ' EL. = 0'- o»
HORIZONTAL ' " ' F3 F
I N T"
SCALE: 1 1 /2" = 1' -0" REVEAL (SEE I I „ I i I
+ 1 AT
7/A3.1, TYP. } 2 WEST ELEVAT HORIZONTAL
A3.1 )-SCALE: 1 /8 = 1 -0 x REVEAL (SEE .
7 A3
/ TYP. )
1/4"
1
07 24 OO.A :- 07 24 OO.A
oo
M
BLOCK PATTERN SCORE HORIZONTAL REVEAL
7 E.I.F.S. Pnlo-OF LES
A3.1 SCALE: 3" _ 11_01f
OVERFLOWL, 7"
STOP OF COPING
"VEL. 14P-O 1/210 t
07 62 00.D
N
5"
07 62 OO.D 4 3" 3"
L E A D EU�1
EAD ELEVAT OHS
SCALE: 3/4» = 1' -0"
INSIDE
08 80 OO.D
07 21 OO.G
4 1/2"
1 3/4" 1 1 3/4"
3 4" / 3/4"
/2 2 1/4' 1 3/4'
E;ECTIOW
ETA L
A3.1 SCALE: 3" = 1' -0"
AIRSPACE
08 80 OO.A
08 41 OO.A
DUTSIDE
D8 80 OO.D
BLOCK PATTERN
SCORE (SEE
7/A3.1, TYP.)
a A
N
N �
N
1 �
N
0
+i" AT
HORIZONTAL
REVEAL (SEE
7/A3.1, TYP.)
r�
DLUt., \ �' J ! tWY
SCO E (SEE
7/A3.1, TYP.)
A.0
-I--- BLOCK PATTERN
SCORE (SEE
�l
7/A3.1- NP.
A A.1 B C
7
A4.1
07 62 �O.0
LI
051 12 li
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/08 41 00
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■■ ■1 ■, /, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ � is t 101
IiVKILUNIAL
REVEAL (SEE
7/A3.1, TYP.)
4 AST ELE
A3.1 SCALE: 1/8" = 1' -Q••
D E F
2
A3.2 I ;X07 24 00.�
X
+2 1
NoIl
i WINDOW le
OWNER
I
-.40-b7l 24 Ob.A ---
- 08 yl OOA. 6
OB 80 OOA
LEVAT
SCALE: 1/8" = 1' -0"
3 2
G
BLOCK PATTERN
I
SCORE (SEE
I
7/A3.1, TYP.) TOP OF COPING
8 ! EL. = 2,3'- 4"
A3.1
I
TOP OF COPING
EL. = 18'-6"
i
°e TOP OF COPING
®� EL. = 14' -0 112'
2"
TERMINATE PARAPET AT
ALUMINUM LEADER
�- 07 4 OO.A -6 +2" HEAD. FLASH AS
N REQUIRED,
+2" w
N �
. r-
R
/__0 8 41 OO.0 "'
N
J114 1
I �
FINISH FLOOR
+1" T
BANK EQUIPMENT HORIZONTAL
PROVIDED & INSTALLED
REVEAL (SEE
BY OWNER, N
A 7/A3.1, TYP.)
KEYII)TES
DIVISION 1 - GENERAL REQUIREMENTS
1.1 THESE GENERAL NOTES ARE ORGANIZED BASE UPON THE CONSTRUCTION
SPECIFICATIONS INSTITUTES 16 DIVISION FORMAT. THE ORGANIZATION
OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH
THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
DIVISION 3 - CONCRETE
03 30 OO.A CONCRETE SLAB, ON VAPOR BARRIER. REF. STRUCT. DWGS.
03 30 003 CONCRETE FOOTING REFERENCE STRUCTURAL DRAWINGS.
03 30, OO.0 CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.D STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.E CONCRETE GRADE BEAM. REFERENCE STRUCTURAL DRAWINGS,
DIVISION 4 - MASONRY
04 20 00•A FACE BRICK - STACK BOND
04 20 00.13 NOT USED.
04 20 OO.0 SELF - ADHESIVE, FLEXIBLE SHEET FLASHING.
04 20 OO.D MORTAR NET
04 20 00.E WEEP /VENTILATOR LOCATION. SEE SPECIFICATIONS FOR MAX. SPACING.
04 20 OO.F HORIZONTAL JOINT REINFORCING ® 16 O.C. VERTICALLY
04 20 00• C. E TICALLY
04 20 OO.H 8x8x 16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT,
SOLID, MASONRY UNIT GROUT
04 20 OO.J 10x8x 16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT GROUT
SOLID.
04 20 OO.K 6x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT GROUT
SOLID,
04 20 001 STAINLESS STEEL FLA HING EDGE.
04 20 OO.M FLEXIBLE ANCHOR W TRIANGULAR TIE 0 24" O.C. VERTICALLY
AND 16 O.C. HORIZONTALLY. ATTACHED DIRECTLY TO METAL STUDS.
04 20 OO.N 4" C.M.U. SOAP
04 20 OO.P 12x8x 16 NOM. NORMALWEIGHT C.M.U. - GROUT SOLID
04 20 OO.Q THROUGH -WALL FLASHING
04 20 OO.R BRICK VENTS 0 24 O.C. HORIZ.
04 20 OO.S NOT USED.
04 20 OO,T ANCHqR BOLT ® 6' -0" MAX, SPACING
04 42 OO.A 11 -(4 LIMESTONE CAP WITH MITERED EDGE
04 42 00.13 LIMESTONE - SMOOTH FACE
DIVISION 5 - METALS
05 12 OO.A STRUCTURAL STEEL FRAMING MEMB R. REF. STRUCTU DRAWINGS.
05 50 OO.A VER1ICAL LADDER W/ 1/2"1 1 /2 "� FLAT BAR RI S 18� APART WG,S
3/4 0 NON -SLIP RUNGS AT 12 O.C. AT LEAST 7�' CLEAR F /
THE WALL. ANCHOR WITH 1/21 1/2" L- FROM
5' -0" O.C. MAXIMUM. / � SHAPED FLAT BAR AT
05 50 00.8 PIPE BOLLARD. 4" DIA. HEAVY GAUGE STEEL PIPE.
05 50 OO.0 MISCELLANEOUS STEEL. REFERENCE STRUCTURAL DRAWINGS,
DIVISION 6 - WOOD AND PLASTIC
06 10 OO.A TREATED WOOD BIIOCKING /NAILER,
06 10 00.13 2x4 STUDS ® 16 O.C.
06 10 OO.0 3/4" EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 00.0 1 2" PRETREATED PLYWOOD SHEATHING,
06 10 00.E 2X6 TREATED W D FRAMING MEMBER
06 10 OO,F 2X6 STUDS ® 166 O.C.
06 10 00•G WOOD SHIM
06 10 00•H 2X8 FRAMING MEMBER
06 10 OO.J 2X WOOD FRAMING MEMBER
06 17 53.A METAL PLATE - CONNECTED WOOD TRUSS.
06 18 OO.A STRUCTURAL GLUE - LAMINATED TIMBER. REFERENCE STRUCTURAL DRAWINGS.
06 18 00.8 PREFABRICATED WOOD I -BEAM JOIST. REFERENCE STRUCTURAL DRAWINGS.
06 18 OO.0 JOIST HANGER, REFERENCE STRUCTURAL DRAWINGS.
06 18 OO.D DIAPHRAGM AT JOIST END, REFERENCE STRUCTURAL DRAWINGS,
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07 11 OO.A BITUMINOUS DAMP - PROOFING.
07 11 00.8 1 12 PERIMETER EXTRUDED POLYSTYRENE INSULATION.
07 21 OO.A R- 9 UNFACED GLASS FIBER BATT INSULATION.
07 21 00.8 EAVE VENTILATION THROUGH
07 21 OO.0 AIR INFILTRATION BARRIER
07 21 OO.D 3/4 RIGID INSULATION
07 21 00.E 6 MIL ,POLYETHYLENE VAPOR BARRIER,
07 24 OO.A 1 1,/2 EXTERIOR INSULATION FINISH SYSTEM.
07 24 00.8 EXTERIOR INSULATION FINISH SYSTEM REVEAL.
07 24 OO.0 CONTINUOUS SOFFIT VENT
07 24 OO.D EXTERIOR INSULATION FINISH SYSTEM HARD COAT,
07 53 23.A FULLY ADHERED EPDM FLEXIBLE SHEET ROOFING SYSTEM,
07 53 23.13 R -20 POLYISOCYANU RATE ROOF INSULATION.
07 53 23.0 BUILT -UP INSULATION TO ACHIEVE POSITIVE DRAINAGE.
07 53 23.D LAP SEALANT.
07 53 23.E TERMINATION BAR.
07 53 231 COUNTER FLASHING,
07 62 00•A METAL FLASHING,
07 62 00.8 FLASHING WITH STAINLESS STEEL CLAMP RING.
0
62 00•C PREMANUFACTURED AND PREFINISHED METAL
COPING WITH PREMANUFACTURED ANCHOR PLATE,
07 62 OO.D PREMANUFACTURED AND PREFINISHED METAL
SCUPPER BOX AND DOWN SPOUT,
07 72 OO.A METAL ROOF VENT -ONE SOFT, MIN.
07 92 OO.A SEALANT JOINT WITH BACKER ROD
07 92 00.6 SEALANT JOINT.
07 92 OO.0 ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT.
07 92 OO.D WATER CUT -OFF MASTIC.
DIVISION 8 - DOORS AND WINDOWS
08 41 OO.0 EXTRUDED ALUMINUM SILL CAN,
08 41 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT,
08 41 00.E R -8 SEMI -RIGID INSULATION WITH ATTACHMENT CLIPS.
08 41 OO,F SILL FLASHING AND WATERDAM TO MATCH STOREFRONT,
08 41 OO.G SHIMS BY STOREFRONT SUPPLIER.
08 41 OO.H ALUMINUM ENTRANCE WITH WIDE STYLE DOOR.
08 80 OO.A 1 /4" CLEAR TEMPERED GLASS. REFERENCE ELEVATIONS FOR TYPE.
08 80 00.6 BRONZE TINTED 1" INSULATING GLASS - REFERENCE
08 80 OO.0 BRONZE TINTED SPANDREL GLASS WITH INSLD ANED FOR TYPE.
08 80 00•D 3/4 THICK VERDE GREEN MARBLE TILE.
DIVISION 9 - FINISHES
09 21 OO.A 5/8» GYPSUM WALL BOARD.
09 21 00.8 5/8 EXTERIOR GRADE GYPSUM BOARD SHEATHING.
09 21 OO.0 172" THICK CEMENTITIOUS BACKER UNITS. ��
09 21 00.D 1 1/2" 20 G� RUNNER CHANNELS ® 4 -0 O.C. WITH 7/8 FURRING
STRAPS ® 16 O.C. METAL SUSPENSION SYSTEM.
09 51 23A ACOUSTICAL PANEL CEILING SYSTEM.
09 91 OO.A PAINTED FINISH.
09 97 00•A HIGH PERFORMANCE- COATINGS - ALIPHATIC POLYURETHANE:
DIVISION 10 - SPECIALTIES
NOT USED
DIVISION 11 - EQUIPMENT
NOT USED
DIVISION 31 - EARTHWORK
31 20 OO.A FINISH GRADE.
31 20 00.13 DRAINAGE FILL.
31 20 OO.0 COMPACTED EARTH,
31 20 00.0 COMPACTED GRANULAR FILL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 13 13.A CONCRETE SIDEWALK /DRIVE, REFERENCE CML DRAWINGS
bLUUK N
REVEAL (SEE
SCORE (SEE
7/A3.1, TYP.)
7/A3.1, TYP.
r- BACK -LIT
SIGNAGE PROVIDED &
INSTALLED
BY OWNER, COORDINATE
WITH ELECTRICAL
DRAWINGS.
2 4.2 4
;K PATTERN
A4.1
')CORE (SEE
IM Al S . I n� nrh A
IiVKILUNIAL
REVEAL (SEE
7/A3.1, TYP.)
4 AST ELE
A3.1 SCALE: 1/8" = 1' -Q••
D E F
2
A3.2 I ;X07 24 00.�
X
+2 1
NoIl
i WINDOW le
OWNER
I
-.40-b7l 24 Ob.A ---
- 08 yl OOA. 6
OB 80 OOA
LEVAT
SCALE: 1/8" = 1' -0"
3 2
G
BLOCK PATTERN
I
SCORE (SEE
I
7/A3.1, TYP.) TOP OF COPING
8 ! EL. = 2,3'- 4"
A3.1
I
TOP OF COPING
EL. = 18'-6"
i
°e TOP OF COPING
®� EL. = 14' -0 112'
2"
TERMINATE PARAPET AT
ALUMINUM LEADER
�- 07 4 OO.A -6 +2" HEAD. FLASH AS
N REQUIRED,
+2" w
N �
. r-
R
/__0 8 41 OO.0 "'
N
J114 1
I �
FINISH FLOOR
+1" T
BANK EQUIPMENT HORIZONTAL
PROVIDED & INSTALLED
REVEAL (SEE
BY OWNER, N
A 7/A3.1, TYP.)
KEYII)TES
DIVISION 1 - GENERAL REQUIREMENTS
1.1 THESE GENERAL NOTES ARE ORGANIZED BASE UPON THE CONSTRUCTION
SPECIFICATIONS INSTITUTES 16 DIVISION FORMAT. THE ORGANIZATION
OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH
THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
DIVISION 3 - CONCRETE
03 30 OO.A CONCRETE SLAB, ON VAPOR BARRIER. REF. STRUCT. DWGS.
03 30 003 CONCRETE FOOTING REFERENCE STRUCTURAL DRAWINGS.
03 30, OO.0 CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.D STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.E CONCRETE GRADE BEAM. REFERENCE STRUCTURAL DRAWINGS,
DIVISION 4 - MASONRY
04 20 00•A FACE BRICK - STACK BOND
04 20 00.13 NOT USED.
04 20 OO.0 SELF - ADHESIVE, FLEXIBLE SHEET FLASHING.
04 20 OO.D MORTAR NET
04 20 00.E WEEP /VENTILATOR LOCATION. SEE SPECIFICATIONS FOR MAX. SPACING.
04 20 OO.F HORIZONTAL JOINT REINFORCING ® 16 O.C. VERTICALLY
04 20 00• C. E TICALLY
04 20 OO.H 8x8x 16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT,
SOLID, MASONRY UNIT GROUT
04 20 OO.J 10x8x 16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT GROUT
SOLID.
04 20 OO.K 6x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT GROUT
SOLID,
04 20 001 STAINLESS STEEL FLA HING EDGE.
04 20 OO.M FLEXIBLE ANCHOR W TRIANGULAR TIE 0 24" O.C. VERTICALLY
AND 16 O.C. HORIZONTALLY. ATTACHED DIRECTLY TO METAL STUDS.
04 20 OO.N 4" C.M.U. SOAP
04 20 OO.P 12x8x 16 NOM. NORMALWEIGHT C.M.U. - GROUT SOLID
04 20 OO.Q THROUGH -WALL FLASHING
04 20 OO.R BRICK VENTS 0 24 O.C. HORIZ.
04 20 OO.S NOT USED.
04 20 OO,T ANCHqR BOLT ® 6' -0" MAX, SPACING
04 42 OO.A 11 -(4 LIMESTONE CAP WITH MITERED EDGE
04 42 00.13 LIMESTONE - SMOOTH FACE
DIVISION 5 - METALS
05 12 OO.A STRUCTURAL STEEL FRAMING MEMB R. REF. STRUCTU DRAWINGS.
05 50 OO.A VER1ICAL LADDER W/ 1/2"1 1 /2 "� FLAT BAR RI S 18� APART WG,S
3/4 0 NON -SLIP RUNGS AT 12 O.C. AT LEAST 7�' CLEAR F /
THE WALL. ANCHOR WITH 1/21 1/2" L- FROM
5' -0" O.C. MAXIMUM. / � SHAPED FLAT BAR AT
05 50 00.8 PIPE BOLLARD. 4" DIA. HEAVY GAUGE STEEL PIPE.
05 50 OO.0 MISCELLANEOUS STEEL. REFERENCE STRUCTURAL DRAWINGS,
DIVISION 6 - WOOD AND PLASTIC
06 10 OO.A TREATED WOOD BIIOCKING /NAILER,
06 10 00.13 2x4 STUDS ® 16 O.C.
06 10 OO.0 3/4" EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 00.0 1 2" PRETREATED PLYWOOD SHEATHING,
06 10 00.E 2X6 TREATED W D FRAMING MEMBER
06 10 OO,F 2X6 STUDS ® 166 O.C.
06 10 00•G WOOD SHIM
06 10 00•H 2X8 FRAMING MEMBER
06 10 OO.J 2X WOOD FRAMING MEMBER
06 17 53.A METAL PLATE - CONNECTED WOOD TRUSS.
06 18 OO.A STRUCTURAL GLUE - LAMINATED TIMBER. REFERENCE STRUCTURAL DRAWINGS.
06 18 00.8 PREFABRICATED WOOD I -BEAM JOIST. REFERENCE STRUCTURAL DRAWINGS.
06 18 OO.0 JOIST HANGER, REFERENCE STRUCTURAL DRAWINGS.
06 18 OO.D DIAPHRAGM AT JOIST END, REFERENCE STRUCTURAL DRAWINGS,
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07 11 OO.A BITUMINOUS DAMP - PROOFING.
07 11 00.8 1 12 PERIMETER EXTRUDED POLYSTYRENE INSULATION.
07 21 OO.A R- 9 UNFACED GLASS FIBER BATT INSULATION.
07 21 00.8 EAVE VENTILATION THROUGH
07 21 OO.0 AIR INFILTRATION BARRIER
07 21 OO.D 3/4 RIGID INSULATION
07 21 00.E 6 MIL ,POLYETHYLENE VAPOR BARRIER,
07 24 OO.A 1 1,/2 EXTERIOR INSULATION FINISH SYSTEM.
07 24 00.8 EXTERIOR INSULATION FINISH SYSTEM REVEAL.
07 24 OO.0 CONTINUOUS SOFFIT VENT
07 24 OO.D EXTERIOR INSULATION FINISH SYSTEM HARD COAT,
07 53 23.A FULLY ADHERED EPDM FLEXIBLE SHEET ROOFING SYSTEM,
07 53 23.13 R -20 POLYISOCYANU RATE ROOF INSULATION.
07 53 23.0 BUILT -UP INSULATION TO ACHIEVE POSITIVE DRAINAGE.
07 53 23.D LAP SEALANT.
07 53 23.E TERMINATION BAR.
07 53 231 COUNTER FLASHING,
07 62 00•A METAL FLASHING,
07 62 00.8 FLASHING WITH STAINLESS STEEL CLAMP RING.
0
62 00•C PREMANUFACTURED AND PREFINISHED METAL
COPING WITH PREMANUFACTURED ANCHOR PLATE,
07 62 OO.D PREMANUFACTURED AND PREFINISHED METAL
SCUPPER BOX AND DOWN SPOUT,
07 72 OO.A METAL ROOF VENT -ONE SOFT, MIN.
07 92 OO.A SEALANT JOINT WITH BACKER ROD
07 92 00.6 SEALANT JOINT.
07 92 OO.0 ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT.
07 92 OO.D WATER CUT -OFF MASTIC.
DIVISION 8 - DOORS AND WINDOWS
08 41 OO.0 EXTRUDED ALUMINUM SILL CAN,
08 41 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT,
08 41 00.E R -8 SEMI -RIGID INSULATION WITH ATTACHMENT CLIPS.
08 41 OO,F SILL FLASHING AND WATERDAM TO MATCH STOREFRONT,
08 41 OO.G SHIMS BY STOREFRONT SUPPLIER.
08 41 OO.H ALUMINUM ENTRANCE WITH WIDE STYLE DOOR.
08 80 OO.A 1 /4" CLEAR TEMPERED GLASS. REFERENCE ELEVATIONS FOR TYPE.
08 80 00.6 BRONZE TINTED 1" INSULATING GLASS - REFERENCE
08 80 OO.0 BRONZE TINTED SPANDREL GLASS WITH INSLD ANED FOR TYPE.
08 80 00•D 3/4 THICK VERDE GREEN MARBLE TILE.
DIVISION 9 - FINISHES
09 21 OO.A 5/8» GYPSUM WALL BOARD.
09 21 00.8 5/8 EXTERIOR GRADE GYPSUM BOARD SHEATHING.
09 21 OO.0 172" THICK CEMENTITIOUS BACKER UNITS. ��
09 21 00.D 1 1/2" 20 G� RUNNER CHANNELS ® 4 -0 O.C. WITH 7/8 FURRING
STRAPS ® 16 O.C. METAL SUSPENSION SYSTEM.
09 51 23A ACOUSTICAL PANEL CEILING SYSTEM.
09 91 OO.A PAINTED FINISH.
09 97 00•A HIGH PERFORMANCE- COATINGS - ALIPHATIC POLYURETHANE:
DIVISION 10 - SPECIALTIES
NOT USED
DIVISION 11 - EQUIPMENT
NOT USED
DIVISION 31 - EARTHWORK
31 20 OO.A FINISH GRADE.
31 20 00.13 DRAINAGE FILL.
31 20 OO.0 COMPACTED EARTH,
31 20 00.0 COMPACTED GRANULAR FILL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 13 13.A CONCRETE SIDEWALK /DRIVE, REFERENCE CML DRAWINGS
07 24 OO.A
I
04 20 OO.A
FINISH FLOOR
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OF EXTERIOR PLYWOOD
SHEATHING
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Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions:
Issue Date
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Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions:
Issue Date
Drawn By
Checked By
02 -29 -08
LEN
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Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions:
Issue Date
Drawn By
Checked By
02 -29 -08
LEN
ART
II Drawing Title: I
EXTER OR
ELEVATION
Certified By:
` `�����11111ti1t1ltllilj�7,,','i
,• R: T ul ''%
No 1
r •
'AR00910036)
s, STATE OF J?
10 ••
/ NPs.
Alt
DrWng Number:
0
Project Number:
27191