HomeMy WebLinkAboutPC APP 99005 4837 AZELIA AVE 01BAR JOIST, DECK,
SILL SEALER, SHIMS
FOR BLOCKING,
BAR JOIST, DECK,
SILL SEALER, SHIMS
FOR BLOCKING,
SEE ELEV FOR \
DIM TO PANEL JOINT
SEE ELEV FOR
DIM TO PANEL JOINT
PANEL JOINT
INSULATION, ROOFING
INSULATION, ROOFING
@ END
[INSULATED
& FACIA BY G.C.
E
& FACIA BY G.C.
E
BEAM BY G.C.
OF BM BEAM BY G.C.
WALL
PANEL (FORM Grp �
,.
FACIA MUST EXTEND
°
FACW MUST EXTEND
°
!
TYp
3/16' 3/8',
TYP 3/I6' 3"
SIDE SHOWN)
A MIN OF 2" BELOW a
°-
J E-21 ® P-2
A MIN OF 2 BELOW
° °
TOP OF PANEL ..
,.
I LOCATIONS
TOP OF PANEL
,
TY
3/1C
SECTION
d
I
d
P-13 ° °
3/8
C.c�
P-11 @ 2
a
54 @ P-2
3 P-13'S—.
PER PANEL
J
CATIONS
o °
P-2 @ 3
II
3Ir
P-11 ®2
II
° _
NOTE:
EXP BOLTS lAUST BE E-30 W/4-1/f°
PER PANEL
-
PER PANEL
P-23
RET
° ° R
r x5 1/2° EXP BOLTS
INSTALLED SO PRESTRESSED
INSULATION
I
I
P-2 @ 2
I
° T&B
T
STRAND IS BETWEEN BOLTS &WASHERS
3/16'
3/4'
IN ENDS OF
I
PER PANEL
I
E-49 TYP
E-50 ° 3/10 �<
&KEYED EDGE
CORES BY G.C.
I
I
INSULATION
M3/1
a
IN END OF®
CORES BY G.C.OFF
e
END
3 6.P/1 ° 3 °
�7
° a � 1/2"Q-270K
INSULATED
II
I
BEAM
I
I
P-13
3/16" V
STRAND
z
1 1/2''
WALL PANEL
I
I
I
BY G.C.
INSULATED '
I
13/76'
TL4IE
a
f
x
°
WALL PANEL —..
°
IF BEAM IS > 3" FROM
d ° °
4 1�2'
WALL, CONTACT FABCON
ENGINEERING DEPARTMENT
NOTE
w
o
INSULATED WALL
INSULATED WALL F BEAM IS > 3" FROM
-
d
°
:. CONNECTION
OTE:
PANEL (FORM SIDE
PANEL (FORM SIDE WALL, CONTACT FABCON
DESIGNED FOR A
BAR
J01ST ADJACENT
SH0'NN)CONNECTION
SHOWN) ENGINEERING DEPARTME
1 DETAIL
DISTRIBUTED
TO
DESIGNED
PANEL TO BE
DESIGNED FOR A
BEAM REACTION)
CONNECTION
S ECTON INSULATED
PANEL
cy
JOIST LOADING
5 DETAIL
WITH NO
9 DETAIL OF 57 KIPS
13 DETAIL -DESIGNED FOR A
WALL
17 DETAIL
o
TO
7 1 1/2» - -
SL�B
PANEL
OF 1.33 KIPS/FT
TIE
SUPPLIER CAMBER
BY STEEL
E 7 1 _ 1'-0"
7 1» = 1'-0»— BEAM REACTION
�
z
P-14 lAZNG
PANEL
CONNECTION
I
�~' BEAM CONNECTION
TI FOR HEAVIER LOAD
- of 57 KIPS
P 15 SLIP CONNECTIONME
)ALL
SEE ELEV FOR
a
DIM TO PANEL JOINT
INSULATED
2
PANEL JOINT PANEL (FORT
OFamBEAM 6Y G.C.
INSULATED
SIDE SHOWN
TYP 3/16' 3"
WALL PANEL (FORM
8" SOLID
WALL PANEL
a
NOTE:
o °
SLOE SHOWN) }
@ SAWN EDGE REPLACE
'
°
OURED CONC.
P-14 W/P-16 & 3-
3/4"Qx5 1/2' EXP BOLTS
3 P 12'S---- , �P
3/16" 3/8
TYP
SLAB BY G.C.
°
3/16° 2'
P-21 ®3
°
°
3/16°
RET-_------
-----___-__
O
a
N
b
z
PER PANEL,
m
- - - - - - - - - -
- - - - =
- - - - -
E-50—' 3/16' TYP
E-52
\
\
c
e
° a
3/16'
J
°
3
v
�
a
E-72 � P-21
— — —
---------------'------
— — — — —
0 3/16°
E-51
..
—
-
o
3
W
m
a
_
LOCATION
I
n
x
a
(SUPPLIED
U
o
0
0
o
BY FABCON
INSTALLED
E-22 TYP
o 4
c-=-==_----------�
---------
C�
��
-
❑
o
o
a
BY G.C.
E-29 � PLATE
TYP
3/16'
w
^
x
x
x
x
a
LOCATION MAX P-14
(USE 2 E-29'S
P-22
F -
O
rx
N
\
\
\
i
S
ROTATED"90 )F
° °
/\__
3 16' 1'
x
x%%
x
x
v
x
v
x
.x
:
n
e
DIM > 5)
-..
}
^
1l
W
_
0
_
W
a
NOTE,
P-15 PANEL JOINT
J
J
❑
J
°
J
°
J
J
-
J
J
G
W
�❑
C
V
°
L INSULATED WALL IF BEAM IS > 3" FROM
PANEL (FORM SIDE WALL, CONTACT FABCON
Z
O
SHOWN) -=-z ENGINEERING DEPARTMENT
`l
O
2 DETAILLLJ
CONNECTION
6 DETAIL
7 1 1 /2" _ 1-
//
CONNECTION)
10 DETAIL DESIGNED FORA
7 1» _ 1'-Y, BEAM REACTION
KIPs
14 DETAIL
] 1 1 2° _ 1 -n»
w
o
z
N
�,
N
N
N
M
d
o
T
;
N
N
% j 1 /2" _ -"
GRADE WALL
P-15 HAN�ING PANEL CONNECTION
BEAM CONNECTION FOR HEAVIER LoOA
INSIDE LAP CORNER CONNECTION
NOTE:
PANELS W/BEAM OR
ELEV
OR
INSULATED GIRDER CONNECTIONS
DIM PANEL ��
TO HAVE ADDITIONAL
WALL PANEL KOROLATH SHIMS
1 ;INSULATED
°
r
INSERTED @ 2'-B 1 2"
/
INSULATED WALL SAWN
PANEL
EDGE
®END BEAM BY G.C.
I ,, ! WALL PANEL
CORES FILLED
o
WEBS
(FORM
OF BM
1 °�
�
0
SIDE SHOWN) 3-3/ 1`$
x5 1/1
TYP 3/16"
CONC . ' a i
° POURED CONC
EXP BOLTS
IN
IN PLANT �
I°
H
SLAB BY G.C.
PRE -DRILLED..
E-41 W/4-1/TQ
N
P-7 @ 2
"-
TYP HOLE
OF P-16
np
3/16° /8.
( x5 1/2" EXP
n
4
m
W
o
F
w
m
PER PANEL C� ° e °. .•. '.. °. a
3 16'
/
° .
I° BOLTS @ELLV
`
w
W
m
OUTSIDE WEBS °
•a
�_--=__---_-
----
3P-12'S
° o
° I "
n4 I° 104-6' & 109-D
¢o
m
w
I
O
w
¢
O
w
- - -
@ EACH SIDE
BACKER ROD I ." _
"
a
o
o
o
BACKER ROD
P-15 l�
OF JOINT
& CAULKING J
L °
o
0
-
& CAULKING
(@ KEYED EDGE)
BY FABCON— °.. .e , •
w
o
J
u
o
9n
o
BY FABCON
° REL
a
W
o
w=
I
o
n
O
w
o
o
n
RECESS 1/T
T&B
o ° ° . ° ' e; . I ' . ":d'
UJAY
047 X 4" 3/1a TYP
Q
3/16
X 3/8" X 1'-6
a Q'
} I °°
w
o
a
N
a
b
I
a
-
1" SHIM 4 °
TYP°
3/16°:4-
a
N
x
I\
x
I\
•-
SPACEKOROLATH SHIMS ® °,.
®
TYP
WN
3I
nIa
2 PER PANEL E-24
l
3C?
3d
x5d'
1/2°Qx $ 1/2
HARDBOARD SHIMS <°. EXP. BOLT ®
p-16,
(@ SA11'N
EDGEOUTSIDE
o ° o o}�N
O_W
WEBS ' ° P-7 LOCATIONS
E-23 @ PL
�11AX
PANEL JOINT NOTE:
KOROLATH SHIMS
/ e @ PANEL JOINTS
LOCATION A
USE E-31 IF
•..
9 F BEAM IS > 3" FROM
INSULATION HELD
z
x
`IO
'n
_%
\
M
x
x
d
m
x
M
INSERTED @ 1'-5" °. od. . .a
& CENTER WEBS ° - NOTE TO G.C..
�IM. IS 6
> ) PANEL
JOINT
-INSULATED WALL WALL CONTACT FADCON
OUT 1 -0 xt -0 CAULKING
Q
Z
O
N
\
o
x
o
bo
\
N
N
o
o
°
HOLD INTERIOR SOIL
I
PANEL FORM SIDE ENGINEERING DEPARTMENT
® CONN LOCATION BY FABCON
GRADE WALL & < BACK 3'-O° FROM
SHOWN)
U
U
x
v
N
o
N
M
N
SIZE BY G.C. BACK OF GRADE WALL
CONNECTION)
w
a
a
a
0-
a
3 & If BELOW TOP OF
DETAIL GRADE 'WALL -UNTIL
7 DETAIL
DESIGNED FORA
11 DETAIL BEAM REACTION
15 DETAIL
p
o
a
°
p
o
„ » CONNECTION IS
7' 1 1/2 = 1'-0
INSTALLED
„ » —
7 1 1/2 = 1'-0
— „
7 1_ 1'-0 of 57 KIPs
»
7 1 1 2 = 1'-0
z
N
ffilil;
Lo
—
NTYPICAL
N
7
FOOTING
BEAM CONNECTION FOR HEAVIER LOAD
PIN DETAIL
TYPICAL INSULAT
a
a
0-
a,
a
AT SIM:
SOLID
SEE ELEV FOR
DIM TO PANEL JOINT
BEAM BY G.C.
L I. .: .. SEE EL V FOR \\
DIM TO PANEL JOINT
POURED
CO NC
I
(INSULATED _PANEL JOINT
TYPICAL SAWN
OPNG FOR WOW
INSULATED
WALL PANEL W 1 1 ° 2
/
' /
a ..
INSULATED
SLAB
WALL PANEL
� &LOUVER OPtJGS
WALL PANEL
KEYWAY WIDTH
BEAM V G.C.
I
WALL PANEL
BY G.C.
(FORM SIDE
INSULATED (DR OPNGS ARE
INSULATED INSIDE EDGE
@END
OF BM
° o
SHOWN)
WALL AN EXCEPTION)
WALL PANEL OF KEY MUST
4 P-12'S
TYP
PANEL
BE STRAIGHT
TYP 3/16 3_
3/16° 3/&'
- ----
(FORM
AND TRUE FOR
FILL CORE SOLID
_
2" 69N i 1
SIDE
ALIGNMENT OF
b 'WALL PANELS
° n o
3/16° 3/6' TYP
W/CONC A MIN
OF 6'-0" IN
0
OPENING
FABLOC
SPACE RECESS
SHOWN) G.C. TO
FINISH
°
!
3 P-12S—,
PLANT
REF
PAT. NO.
1 1 2
EXPOSED
°
° °
° T&B
4628653
RECESS
HOLLOW
2x12 WOOD
TOP OF FTG.
°
3/16IYP
CORES
BUCK
BY G.C.
SHIM AS ELEVATION
REQUIRED TAKEN HERE
O
° 0
E-50
°
FOOTING &
B GROUT
BY FABCON
T&B
—{/�
°
E-74 DRILL &
TYPICAL SLAB
Ill
11
slzE BY c.c.
FOOTING STEP
SAWN OPENING
O.H. D00
3/16'
E-50 \
° °
INSTALL INTO
/
ADJACENT PANEL /
NONE
NO NE
3 4 = 1'-0
3 4 =
° . KEYYfAY
a
@ END
OF BM
° ° TYP
3/16
/ /
INSULATED
WALL PANEL
POURED
WALL PANEL
0
de
0 o
A
TYP �/16 3
0 °
/
4F
/
WALL PANEL
A EL
INSULATED
BEYOND
CONC SLAB
t & MATERIAL
BEYOND
REINFORCING
°
TYP
y
/
WALL PANEL
THIS AREA
BY G.C.
TYP
3 16
/ �
//
/
CAULKING
BY FABCON
BY G. .
G.C.
—
° FOOTING AND , :
SIZE BY G.C.
°
NOTE.
E-2 2 TYP
0 0
/ /
/
-
t--�-�.
BACKER ROD '' . I.
: _..
CAULKING...
BY FABCON
I
_ ..,
•,. -,,. - -•-. � z
- -
m
ao
° . =
IF BEAM IS > 3 FROM
WALL,j CONTACT FABCON
ENGINEERING DEPARTMENT
° ` NOTE.
G INSULATED
WALL PANEL (FORM
SIDE SHOWN )
&CAULKING I :• !.
BY FABCON I" : "
INSULATED
WALL
..... ., .
.L. .
I:. ' REINFORCING
1
}
P-11 C 2
"
_.
a° o °
°
INSULATED YlALL
F BEAM IS > FROM
PANEL JOINT:
..
-
PANEL
BY G.C.
I
P
PER PANEL
Q
°`'
PANEL (FORM SIDE
INSULATED WALL
d:
WALL, CONTACT FABCON
11„
°
SHOWN C J
�} OP N CTION
PANEL (FORM SIDE
I } I
CONC STOP
INSULATED
DESIG ED FOR A
SHOWN} _�
, } ENGINEERING DEPARTMENT
e
I I "° ! (
1 1 2° 1 1 2" CORES
/
BY G.C.
WALL PANEL
4 DETAIL
BEAM REACTION
8 O
DETAIL F 46 KIPS
12 DETAIL
CONNECTION
DESIGNED FORA.
16 DETAIL
REVEAL SEAL FILLED SOLID
MITER CORNER W/CONC IN
BACKER ROD
& CAULKING
PANEL JOINT
SLAB @OPENING
SLAB @
7 1° _ 1 —0
J 1 1/2" = 1,—O»
7 1" _ 1'—D" I
BEAM REACTION
OF 57 KIPS
»
7 1 1/2 = 1 —0
- PLANT
3 4 — 1 -O
, BY FABCON
3 4 = 1 -0
-O
3 4 = 1
3 4 =
TYPICAL
INSULATED
WALL PANEL
DEjAILS
NOTE: NOT INDICATED
ON ELEVATION
I
J
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zoo��o
_ U U W m O
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ACC
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�
INSULATION
N ENDS OF
�. I
CORES a-
BY G.C. p.7
2x8 WOOD 00
FRAMING > j
BY G.C.Lo
a
C-D N
a l
Z o 0
�m o
WALL PANEL w
BEYOND
CD
tieF
ti
R HEADER ,Q
POURED
CONC SLAB`
& MATERIAL
THIS AREA
BY G.C.
0
N
}}•: ALL CORES
FILLED SOLID a !
j w CONC FILE n\49XX\4962\4962-0 7DOWN TO 0
- FOOTING o
I` BY G.C. JOB NO. SHEET
L• II' c�
O.H. DOOR OPENING 4962 7 OF 7
S'-O o
-1
--
k
i
MATCH LINE
t7 10 g 8 7 woop
� I
MATCH LINE r ¢ z -
3'-2" 37'-10" 41'-0° o o Ea o
41 -D 7'-3° J3'-9" z O w w
TO GRID 41 -0 41'-0" - CL rn w z
33'Z 6 g��wm�o i
576'-D' OUT TO OUT ! Z o n =F zo
r� z rUo
209'-1" 000Q��oz rn
26 PANELS @ 8'-0 1/2" w m o ¢ z
T.O. W27X84 T.O. Yl27X84 5 T.O. W27X84 0 ox =— r F
T.O. PANEL 132'-4" 7 T.O. W27X84 T.O. W27XSq z o -
135'-6" ;.::. '.':: : • ; • . ,• 132' 4 _ _ 132'-4° ¢ _ _ ° o 0
: r 132 Dwr000
132' 4"
T.O. BAR JOIST : r:•.r z w = z
4'
® fr_ m o
132'-6 1 2" - - - m m
,•T•.... � w�zz¢
12 r•..-. .. . 132'B6R1
JST n o a
13 : •' yr r= z o
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2' J 7 1,_7, 7 91/. r-�owc�z
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797P 799P 1700 1702P ,• . 1703 1704P 1705P 1706 . , • 1707P : 1708 1704P 1705P T70ZP . • . - o • . • .- _ . • • .'
,..
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''.•,-.•,•'�.••'.•'•'•' B T.O. OPENING
B •. B .>.,•.,•. r'.'.'.'.-.'.•.'.�• .•'.:�::•.••,.:�:.:',: ••.•,•.-.:-'.•.''.•�-.• '.'•'.•'•'.-'s'.'''.''•'. CLOF P-15
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T.O. OPENING 3'-4 1 / 2 '• 1'-8 F- w
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T.O. SMOOTH FINWci
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TYP
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•
-
T.O.FOOTING o
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PANEL �
14'-5 1 4' 12'-D 3 4 12'-D 3 4 " 12'-0 $ 4 12'-0 3 4 : -0 1 T.0 (A ++ounce
GRADE WALL
BTM. OF PANEL o / / ° / " 16'-i % " / " 16'-1 12'-0 3/4' 12'-0 3/4' 1 '_7" 12'-0 3/4' 12'-0 3/4" 12'-D 3/4' /
INSULATI z ,
97'-5" 4 HELD BAC F RETAINING WALL GRADE O z �. y�; Oo
7 0® SIDES Of O.H. - � ��5" � Os',
DR. OPNG. TYP.
DIMENSIONS TO CL Q
¢OWq t�
GRADE WALL INSULATION INSULATION
3
OF DOCK DOORS BY G.C. HELD BACK 1'-0" EXPOSED 0 PED. 7 PRODUCTION NOTE: @ SIDES OF O.H. DR. OPNG. TYP. J o G U : w o
T I �% T �I �� �� ERECTION NdTE: PRODUCTION NOTE: PRODUCTION NOTE: CORES ® OPENINGS TO BE FILLED SMOOTH FINISH AS : DR. OPNG. TIP. W - u o << o �t
—PARTIAL E_MS 1 ELEVATION 1 IO Y `Arn I I (� @ OPENI GS INDICAT PANEL W MK SOLID W/ CONC. IN PLANT INDICATED THUS: N •�6 :,, ¢au
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�STOPPED 2" FROM (L SERIES OF 8805-85 SERIES OF 8806-86 1'-0" ® SILL (WINDOW/LOUVER ONLY) 1 A \ I IAA
OF ADJACENT WEB__- Its
AN
1/8 1 0 O
0 -
MATCH LINE - 6
5 4
3 2
MATCH LINE
3'-3" 33'-9" 41'-D" 4 -
TO GRID 7 1 O 41 -D 41'-0" 19'-4 1/2 22'-7 1/2°
TO GRID 1
576'-D° OUT TO OUT z
CD
21T-1 1/2
27 PANELS ® B'-0 1/2' w
T.O. W27X84 T.O. W27X84 5
T.O. PANEL 132'-4' T.O. W27X84 7 T.O. W27X84 T.O. W27X84
135'-6" !•: r': •'.•-'••. 732 4 132-4 132'-4" 732'-4" Y
z
T.O. BAR JOIST ® :. ,.. • •'.' :.: '. U
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' ..•....--.•O O B B .., ...:...., B 11T-0 TYP - Z (n o
0 0., o < zzCD
T.O. SMOOTH FIN •.,•-.• .- . ,.,.. ,.•.•.•,•..,•.,,•..,•._ 4'_O 1/ .,•.,•.;•.,',•.•,. ., ., ., ., .,•. ..,....'. •. •, Q i- Z
110'-0°
(TYP) _ TYP (A ww O
T-0 '0 E 1N •.:. -' 1' 0' ) :'._.:...:.•;.',r..' :•:..: ., . Y J p N G 2 5 1/ 3.-4. 1 2" _ W Q -
/ CLOfP15 - _!O w
T.O.OPENING E 2 0 .., ( ) - Y Q Z
- ..-.•.•r.,•,..••.••
112' 0 TYP
(TYP) 2
Qf
.,•.-• - ., .,,.,,•-,•... ,_" ._ T.O. PANEL
W N
15
104 0 TYP
BTM. OF PANEL 7 1§ . ,1 3 D € w o, o
99 1 7- O o v
T.O. - �--'-�-._- -_., ., ., .. .. -... .-...., O�Q
GRADE WALL - - -- - - -
_ - ... , . — — — co co
0 1 4° o
....... ....
GRADE 12 D 3/4 12 0 3/4 28'-1 3/4 12'-D3/' 1 - 3/4" 2'-0 / 6' 1" 12'-0 / 1 3 4" 16_t 72- 3 4'
96'-D"/
PRODU17
CTION NOT •
3
E. PRODUCTION NOTE. GRADE WALL INSULATION
PANEL W MK TO A INSULATION 7
LEW
/ '� A P NEL W/1AK,� B TO :_ PRODUCTION NOTE: BY G.C. EXPOSED @ PED: NOTE.
9)1t PLAN HAVE A LAIN STRAND PLAN VIEW HAVE A MIN STRAND HELD SACK 1 0 DR. OPNG. TYP.
PARTIAL
RT EAST
�h� ®SIDES OF O.H. CORES ®OPENINGS TO BE FILLED .... BLOCK TO SUPPORT
AR I IAL EAS I ELEVATION AL r - SERIES OF 8805-85 SERIES OF 8806-86 DR. OPNG. TYP. SMOOTH FINISH PANEL BY G.C.
L V SOLID W/ CDNC. IN PLANT NISH AS (TYP)
1'-D" 1'-T ® HEAD, 3" MIN. @ JAMB INDICATED THUS:
SILL (WINDOW/LOUVER ONLY)
00 PRECAST' SCHEDULE ¢ r-
MK NO OTY LENGTH SERIES WIDTH WEIGHT DBL PICK PNT REMARKS �
797P 1 36'-5' 8804-84 8'-0` 23600 10'-2' BROOM, SANDWICH PANEL �
798P 1 36'-5' 8806-86 8'-0' 26700 10`-2` STANDARD RAKE, SANDWICH PANEL = Z o 8
799P 1 36' -5' 8806-86 8' -0' 23400 10' -2' i
1700 1 26'-6' 8805-85 20600 t )
W W� 4
1701 P 1 36' -5' 8806-86 8` -0' 85400 ] 0' -8. �
-_'_ _
1702P 1 36 5 8806 86 8 0 26100 10 -2 BROOM, SANDWICH PANEL
1703 12 26'-6' 6805-85 8'-0' 20600 STANDARD RAKE, SANDWICH PANEL - �4 <
1704P 9 36'-5' 8806-86 8'-0' 27200 10'-2' N
1705P 9 36'-5' 8806-86 8'-0' 27200 10'-2' �
1706 1 26'-6- 8805-85 8'-0' 20600
1707P 2 36'-5' 8804-84 8'-0' z4000 10'-2' BROOM, SANDWICH PANEL
1706 3 26'-6' 8805-85 8'-0' 20600 STANDARD RAKE, `SANDWICH PANEL o
1709 1 26'-6' 8805-85 B'-0' 20600
171D 1 26'-6' 8805-85 8'-0' 20600
1711P 1 36'-5- 8806-86 8'-0' 26700 10'-2' BROOM, SANDWICH PANEL
1712P 1 36'-5' 8804-84 8'-0' 24000 10'-2'
1713P 1 36'-5' 8804-84 8'-0' 24000 10'-2'
1714P - 1 36'-S' 8804-84 8'-01; 24000 10'-2' FILE l' 49XX 4962 4962-0
a
1715P 1 36' S' 8604-84 8' -0' 24000 10' -2`
1716P 1 36'-5' 8606-86 8'-0' 27500 107-2' o
JOB NO. SHEET
I
1717P 1 36'-5' 8804-84 8'-0' 24000 10'-2' N
2704P 1 36'-5' 8806-86 81-027300 10'-2' STANDA D P,AKE, SANDWICH PANEL
4962 4of7
TOTAL 52 PANELS (22 umbers)
- - - -
I T - I ---- -- -; -- - _ , I i- - --- _
I I,
MATCH LINE F
E D C B MATCH LINE z o o
' ¢ ~ z ~ F
20'-1D 1 2" 20-i 41'-o"
91'-0" 46'-0° 50'-0" 10'-11 1 2" _ � � g a d
TO GRID G / 39'-6 1/2" o n
TO GRID A z cLD
352 -6 OUT TO OUT
oo�
209'-1° a zo 2: q: rn
26 PANELS 0 8'-0 1/2' zmpo�No_ m
BAR JOIST BRG BAR JOIST BRG. BAR JOIST BRG. w ? o =
BAR JOIST BRG. BAR JOIST BRG. BAR JOIST BRG. 1 BAR JOIST BRG. 13AR JOIST BRG. BAR JOIST BRO. = o w p
133'-8 1/z. 133'-11" 6'-5 134'-2 1 2 134'-0 7/8" 133'-10 1/4" 133'-7 7 8 133'-4 1 2 133'-1 7 8" 132'-10 1 4" ~ c _ ~ a m
T.O. PANEL TO H.P.) (0 H.P.f / 7 / / / o _ o w
135 -6 :. r,• r,• ¢ = m a w wo p
r•
• . ... -... , .... _ - BAR JOIST BRG ? o a z O t
:. - r-z
BAR JOIST BRG / 4 0ERG.m -
BAR JOIST
r-
3 -., .., ., 13 - •.,.. •_, ..•. o ,.., ., ..,. ,>.:':•;:•. .:�'i:'• ': � w to z z a
4 1 3/4
'•' 13 '
-•.... _
3 2 .t 2 . 2 -5 .. ,-
756P 757 758P -. 757 759P 7 3 4 1 2. p
0 0 .�..,,.,•. � 0 56P 27� •....• .• 761P 762P 764P ,..,�.,•. 764P 766P 767P 768P 769P •� / � .. .. ;2 11 QOF P 14 <n i- _ z o '
0 64 0 0 0 0 0 0 771P 772P 773P 774P 775P 775P cn r °� o w
-7 � �65P. -:• • • 77 .7.76P .• � 129 -0 ' TYP _ m
17 171 .• 1.• 0
6 TYP: 161 160 159 158 15 o 0 _..:...• .. 155 14
•.1.6.�-.-.-.-•'..: 7 O O O O o ,.•.'.• O o 0 0 O '.t5...:..•...-. O
CLOF P-15 ;••. -
12 '- L ... :..
TYP
:•.
7 :.
:..... S -
:.. .
r
m i
7 A A.:.....' A OF P-15
aN�Fw�
14
0 0
r- � a
-0F - 5 1 -0 ...... B 8 2 -0 i 4 :'. '•': o o z o w
111'-0°, TYP TYP (TYP) _ U = wrr m z
-r .-•.-- '.•tr-.-•'•
I.
cc w — w
T.O. SMOOTH FIN /1 _ : '. :'.: ::• . '. r (TYP)/ TYP) T.O. OPENING -
8 01/4.. •. o'wv'C9wo i
110 0 (TYP) T.O. OPENING ( ) w w
TYP LIJ m' � z w
(.) _
107 2 1/4 {IYP) , C o m w
T.O. OPENING m > c�
2
109 0 TYP >- cn w
7 m p w �
m
w iar- u= 9
BTM. OF OPENING w - a
BTM. 0 OP
U d
U
F ENING :'•.'•':• :-.'•'::'•'. 102'-8"
- T. r..
BTM. OF PANEL ,- .. - - �.-:-.-. -- -�.�- .- '- -�- 9-�.�.� � P) .•,.•.:'..:'.-.•,.-. T.O. SLAB (&PGRADE
a o a v� o 0
_....
T.O. GRADE WALL
Z ��imm�rr
T.O. FOOTING >
RETAINING WALL INSULATION =CFPANEL
GRADE PRODUCTION NOTE: 'BY G.C. PRODUCIIDN 0 4 ERECTION NOTE: GRADE VIALL PANEL W MK B TON TE. EXPOSED @ w;• o a y
r 7 BYG.C. / 7 ®OPENINGS INDICATES Q
SMOOTH FINISH AS'.:'.:• HAVE A MIN STRAND PANEL VI/ldK1j A TO WINDOW OPNG. TYP.
° F17
INSULATION OVERCUT TO BE V
I,• 12 -0 3 4 12 -D 3 4 12'-D 3 4 INDICATED THUS. SE 0- HAVE A MIN STRAND „ d f o w G
/ 16 1 / / HELD BACK 1 0 EXPOSED ® PED. SERIES OF 88 6 86 z
STOPPED 2 FROM OL J _ i
® SIDES OF O.H. DR. OPNG. TYP. SERIES OF 8805-85 PRODUCTION NOTE: p _ x : m
OF ADJACENT WEB : w ^, U Z5 w z : LL
DIMENSIONS TO DR. OPNG. TYP. CORES ®OPENINGS TO BE FILED w o w z : p
SOLID W CONC. IN PLANT w ,ocS� ., cc e .
OF DOCK DOORS /
1 O° ® HEAD, 3" MIN. @ JAMB a
J> )! I NOTE: l'-C ® SILL WINDOV! LOUVER ONLY .O�j� ......��Pe�w.
PARTIAL SOUTH ELEVATION WALL B BLOCK TO SUPPORT ( / ) F- °rpneeee
PANEL BY G.C. TYP. p
• i
MATCH LINE A 15 T
13 12 MATCH LINE
10'-11 1 2" 39'-6 1 2"
/ / 42'-0° 41'-0 41'-0"
TO GRID B
TO GRID 11
352'-6° OUT TO OUT
576'-0" OUT TO OUT z
O !
32'-2° 7'-,Y 1 1 2" REVEAL - 1 1 2" REVEAL 6 5 120 7 1/2" cn
- k
4 PANELS 0 8'-0 1/2" 15 PANELS ® 8'-0 1/2' w
1 � i
G.C. TO VERIFY SIZE & 5
7 T.O. W27X84 LOC. OF SCUPPER OPNGS T.O, W27X84 T.O. W27X84
T.D. PANEL T.O. PANEL ,_ . BEFORE FIELD SAWING 7
132 4 132 9 132'-4" `-e
135'-6° _
.:. •. ..:.... •. .•.•'.•.•'.-.:.-..•.-.•'-'. T.O. .BAR JOIST U
i
. •. •. �. •. BAR JOIST BR T.O. BAR. JOIST I•..., . /�
AR JOIST BRG. :-}'• 132'-4' 132'-6 1 /T ::..... _, :..--.r - T - - T.O. W27X84
10 '
/ i:. I - .'. • .: .. -'. -'. 132'-4' 0) Z
7 9 12 w
777P 779P 78DP 7B1P. :...}. 7 'P _ . W O t- o
o o I. . 82. 783P 784P 785P 788P 783P 784P 7 791P .-•., 792P 793 795P 3 2 J Q o
CE OF P-14 %- :... 786P . , o 0 0 7 F- 01 p
6 }. MITER CUT—.� . I ..,., 3 3 1/2 .'->..:- Z O
129 0 789P 3 11 1/ :.. 0 Z
149 14 7 146 145 44 }•. 44 14 14 141 w
o o.:•-•. I o 0 0 0 38 .. •. 13 136
3 3 131 30
140 787P O 790P j O
778P .... 35
Z
7 TYP W r[ C- C9
.•;. .
o O O O O 1,7-D •..,..LLJ
z
.. •.... •.. O rkOFP 15
0 0 0 0
.••.-.-.•..�. •_..•...:.:-.-.... 17 TYP ... ... .•,._•...•... 11T-0. (TYP) � Z (1� o
2 CL E-30 ! F- O
1 _ :..:'..:;'.'. CL OF P-15 ¢ J ZW O w Z
TyP 4'-0° r. MITER CUT OPE ING
O
.. { •:•-.•-.•4-0 ,_ ,_ 2 0 1 4 .- T.O..:.•..•..• :•:'.--•':•.:-.-T.t}:.t1PENING •.•.•,.•.•,....,.•. W � O J O � w
P ••'.•-'.•-:.•.••.• L•.,•.,•.,•. 3 D 1/2 3 0 1/ TYP1 •'...•,..•,..•,.,.•:, ,_ ° ._ •.•.•.•.•.;.•.• .,. T.O. OPENING
Y
T.O. OPENING (n) T.O. OPENING ✓ TYPE ( I 107 2 /4 4 1/7 ...1 8 -pV W O z w
1os o (rYP) o '- ... o .: lo'-o,, _ _ :, t 10'-0" NN m °� = o
c� ¢
I.. , ... .. 10 LLJ
—0 LL U1
Ld
BTM. OF OPENING .: ;. • . i;. - :Z.-
775Pr,. r ' Z rn o� a
}. BTM. OF OPENING { . ..... �
102'-8° m p W o
} 102'-8" (TYP) I:: , :'. ::!:'• 3
p m Z o
T.O. SLAB &GRADE : •'. •:... � Q w
-- -----=--- -�_ h. T.O. SLAB &GRADE
---- - -
160'-0° .,•.,•.-.:..•.. :L':---. - -- - - ---- - - --- ,-,-, ', .,= --- ---- -- -- ---------- 7 BTIA: OF OPENING � Q � W
T.O. FOOTING
T.O. FOOTING :• . • . 99'-4 (TYP)
97'-0"
BTM. OF PANE T.O. FOOTING `
BTM. OF PANEL INSULATION PRODUCTION NOTE: :-.,•. 1B P
INSULATION SMOOTH FINISH AS •. •. ERECTION NOTE 4 794
` •-• •.•. INSULATION 96 11 97 6' EXPOSED 0 PED: PANEL W MK A TO INSULATION)
96'-11° SMOOTH FINISH AS •. 4 ERECTION NOTE: EXPOSED ® / # :'.: 0 OPENINGS INDICATES 7 7
EXPOSED ® � BTM. OF PANEL DR. OPNG. TYP. INDICATED THUS. HELD BACK 6
INDICATED THUS. 7 WINDOW OPNG TYP. ® OPENINGS 1 DILATES WINDOW OPNG TyP. ° HAVE A MIN STRAND OVERCUT TO BE 0 SIDES OF O.H.
PLAN VIEW OVERCl1T TO FF PLAN VIEW
97 -5 SERIES OF 8805-85 131
.STOPPED T FOM )7 71 STOPPED 2" FROM CL OR. OPNG.
PRODUCTION NOTE R � OF ALUACENT VIED
PARTIAL EAST ELEVATION WALL C-
PANEL 19/MKS A TO OF ADJACENT Y EB
HAVE A MIN STRAND 1/8 = 1'-o"
SERIES OF 8805-85
.- Do
PRECAST SCHEDULE
» >s PRECAST SCHEDULE _ Lo T
MK NO OTY LENGTH . SERIES WIDTH WEIGHT DBL PICK PMT REMARKS
PARTIAL SOUTH ELEVATION WALL B �
MK NO CITY LENGTH SERIES WIDTH WEIGHT DBL PICK PNT REMARKS 779P 1 38'-7' 8806-86 8'-0' 28700 10'-10' STANDARD RAKE, SANDWICH PANEL
756P 2 36'-5' 8806-86 8'-0' 27200 10'-2' STANDARD RAKE, SANDWICH PANEL 780P 1 38'-7' 8806-86 8'-0' 28700 10,-10' m
757 2 26' -6' 8805-85 8' -0' 20600 781 P 1 38' -7' 8806-86 7'-2 1 /2' 25000 10'-10' BROOM, SANDWICH PANEL N w
758P 1 36'-5' 8804-84 8'-0' 24000 I0'-2' BROOM, SANDWICH PANEL MK#781P BACK= 6'-4' LeJ q
759P 1 36'-5' 8806-86 8'-0' 27200 10'-2' STANDARD RAKE SANDWICHNE '- ' - '- - �' <
PANEL 782P 1 38 7 8806 86 6 9 1/2 20800 10 10 ] o s
760P 1 36'-5' 8804-84 8'-0' 24000 10'-2' BROOM, SAN➢WICH PANEL MK#782P BACK= 5'-6' Q a
761P L 36'-5- 8806-86 8'-0' 25800 lo'-2- STANDARD RAKE, SANDWICH PANEL 783P 2 38'-l' 8806-86 '- ' - ' r
8 D 28100 ID 8 STANDARD RAKE, SANDWICH PANEL d
762P I 36'-5' 8804-84 8'-0' 23400 10' 2' 781P 2 38'-1' 8806-86 8'-0' 28400 10'-8' co
763P 1 38' -7' 8804-84 8' -0' 24800 10' -10' 785P 1 3B' -1' 6806-86 8' -0' 26300 10' -8'
764P 2 38'-7' 8804-84 8'-0' 24800 10'-10' 786P 1 38'-1' 8806-86 8'-0' 28300 10'-8'
765P 1 38'-7' 8804-84 8'-0' 24800 10'-10' ➢ROOM, SANDWICH PANEL 787P 1 38'-1' 8806-86 8'-0' 28400 10'-8' o
766P 1 38'-7' 8804-84 8'-0' 24800 10'-ID' STANDARD RAKE, SANDWICH PANEL 788P 1 38'-1' 8806-86 8`-0' 28400 10'-8'- BROOM, SANDWICH PANEL
767P 1 38'-7' 8804-84 8' -0' 24800 ] 0' -10' 789P 1 38'-1' 8804-84 8' -0' 29500 10' -8' STANDARD RAKE, SANDWICH PANEL
768P 1 38'-7' 8804-84 8'-0' 24800 10'-10, 790P 1 38'-l' 8804-84 8'-0' 24500 10'-8''
769P 1 38'-7' 8804-84 B'-O' 24800 10'-10, 791P 1 38'-l' 8806-06 8'-0' 28400 10`-8` BROOM, SANDWICH PANEL
770P 1 38'-7' 8804-84 8'-0- 21800 10'-10' BROOM, SANDWICH PANEL 792P 1 3B' 1' 8806-86 8'-0' 28400 10'-8' STANDARD RAKE, SANDWICH PANEL
771P 1 38'-7' BB06-86 8'-0' 27300 10'-10' STANDARD RAKE, SANDWICH PANEL 793 1 27'-6' 8805-85 8'-0' 21200 FILE 49XX 4962 4962—�3
772P 1 36'-7' 8606-86 8'-0' 27300 10'-10, 794 1 1'-11, 8804-84 8'-0' 1300 BROOM, SANDWICH PANEL \ \
773P 1 38'-7' 8804-84 8'-0' 24800 10`-1D' 795P 1 36'-5' 8804-84 8'-0' 25500 10'-2' STANDARD RAKE, SANDWICH PANEL o y;
JOB NO. SHEET
774P i 38'-7' 8804-84 8'-0' 24800 70'-ID' 796 1 25'-6' 8805-85 8'-0' 20000 �
2 38'-7' 8806-86 8' -0' 28700 1 10-10, 2757 1 26' -G' 8805-85 8' -0' 20600 %
776P 1 3B'-7' 8806-86 8'-0' 287Do "'-ID' BROOM SAN➢WICH PANEL 4962 3 OF /
777P 1 38'-7' 8806-86 8'-0' 28700 10'-10' STANDARD RAKE, SANDWICH PANEL TOTAL 48 IPANELS (42 umbers)
778P 1 38' -7' 8806-86 8' -0' 28700 1 10'-ID' Io
{:
- --- -
--
PROJECT GENERAL NOTES
AR0IRECTU dAl
1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, (AIA DOCUMENT A201, 1987
EDITION) JN ITS ENTIRETY, ARE PART OF THESE DOCUMENTS. ADDITIONAL NOTES WITHIN
THESE DOCUMENTS ARE NOT MEANT TO OVERRIDE ANY PART OF A201. CONTACT ARCHITECT
FOR A COPY OF A201, IF REQUIRED.
2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS
OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION.
3. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S
COMPENSATION, GENERAL LIABILITY AND CONTRACTUAL LIABILITY. A COPY SHALL BE FILED
WITH THE OWNER.
4. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED BY THE
CONSTRUCTION DOCUMENTS AND IN FULL ACCORDANCE WITH ALL APPLICABLE CODES AND
ORDINANCES.
5. THE CONTRACTOR WILL MAINTAIN BUILDER'S RISK INSURANCE ON THE FORM KNOWN AS "ALL
RISK" OR "MULTIPLE PERIL". THE CONTRACTOR, ALL SUBCONTRACTORS, ARCHITECTS AND
ENGINEERS SHALL BE INCLUDED IN EACH CAPACITY AS INSURED JOINTLY WITH THE OWNER IN
ALL POLICIES.
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO
ANY DEMOLITION, FABRICATION, CONSTRUCTION OR INSTALLATION & NOTIFY ARCHITECT IF
CONDITIONS, MATERIALS, SIZES AND DIMENSIONS ARE DIFFERENT FROM THOSE SHOWN,
7. CROSS REFERENCE ALL DIMENSIONS AND DETAILS WITH STRUCTURAL, CIVIL, MECHANICAL, AND
ELECTRICAL DRAWINGS BEFORE COMMENCING ANY FABRICATION AND/OR CONSTRUCTION.
8. CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT
WHERE THE SPECIFICATIONS HEREIN, ARE MORE STRINGENT, AND SHALL BE COMPLIED WITH.
9. MATERIALS WHICH ARE SHOWN ON THE DRAWINGS AND WHICH MAY NOT BE SPECIFICALLY
DESCRIBED IN THE SPECIFICATIONS OR DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR
AND SHALL BE SUITABLE FOR THE INTENDED USE. MATERIALS SHALL BE k,HARMONY WITH
ADJACENT MATERIALS, AND SHALL BE SUBJECT TO REVIEW FOR CONFORMANCE WITH THE
INTENT OF THE CONTRACT DOCUMENTS. WHERE INSTALLATION TECHNIQUES ARE NOT
SPECIFIED, THEY SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTRUCTION
AND INDUSTRY STANDARDS.
10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED.
COORDINATED AND SIGNED AND STAMPED BY GENERAL CONTRACTOR PRIOR TO SUBMITTING TO
THE ARCHITECT/ENGINEER.
11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND
PAY ALL FEES CONNECTED THEREWITH THE ABOVE REFERENCED PROJECT.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ALL SURFACES FOR PROPER
INSTALLATION OF FINISHES. THIS IS TO INCLUDE, BUT ARE NOT LIMITED TO: PATCHING,
SANDING, FLOOR LEVELING, PRIMING, SEALING, SKIM COATING ETC.
13. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM WASTE MATERIAL OR
RUBBISH CAUSED BY THE WORK.
14. THE CONTRACTOR SHALL MINIMIZE ANY DAMAGE TO EXISTING CONSTRUCTION AND AREAS ON
THE SITE OUTSIDE OF THE CONSTRUCTION LIMITS. CONTRACTOR TO CONSTRUCT TEMPORARY
WALLS AND BARRIERS AS REQUIRED TO CONTAIN DUST AND DEBRIS AND TO PROVIDE SAFE
PUBLIC ACCESS AND PASSAGE.
15. THE GENERAL CONTRACTOR SHALL LOCATE ALL NEW MECHANICAL UNITS OR RELOCATE ANY
EXISTING UNITS OR ITEMS THAT CONFLICT WITH NEW OR EXISTING FRAMING AND FULL HEIGHT
WALLS. THIS INCLUDES ACCESS FOR ALL CONTROLS, FILTERS, ETC. THIS WORK MUST BE
COORDINATED AND VERIFIED PRIOR TO BIDDING.
16. THE GENERAL CONTRACTORS SHALL COORDINATE AND VERIFY WITH THE RESPECTIVE TRADES
THE SIZES AND LOCATIONS OF MECHANICAL AND/OR ELECTRICAL PENETRATIONS, LOCATIONS
OF FIRE TREATED BACKING/BLOCKING REQUIRED FOR MOUNTING ELECTRICAL AND/OR
MECHANICAL EQUIPMENT, AS WELL AS CUTTING AND PATCHING FOR WORK REQUIRED BY
MECHANICAL/ELECTRICAL
17. WHEN WORK IS COMPLETED IN AN AREA, THOROUGHLY CLEAN THE SPACES, ITEMS &
SURFACES OF SOIL, WASTE MATERIAL, SMUDGES, SPATTERS, MISAPPLIED MATERIAL, SPOTS,
STAINS, AND THE LIKE, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED.
18. PROVIDE SEMI RECESSED FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES AND
ORDINANCES UNLESS NOTED OTHERWISE.
19. ALL DOORS, FRAMES, HARDWARE, LIGHTING AND CEILING MATERIALS ARE TO FOLLOW BUILDING
STANDARDS UNLESS OTHERWISE NOTED.
20. PROVIDE FIRE TREATED BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF MILLWORK,
FURNITURE AND ACCESSORIES,
21. THE GENERAL CONTRACTOR IS TO VERIFY BUILDING STANDARDS WITH BUILDING MANAGER.
ALL HARDWARE SETS AND KEYING TO BE COORDINATED WITH BUILDING MANAGERS.
22. ALL INTERIOR GLASS MUST COMPLY W/ CHAPTER 24 2006 IBC FOR DESIGN LOADS & SAFETY
GLAZING.
23• ALL MATERIALS USED IN PLENUM AREA MUST BE NON-COMBUSTIBLE AND / OR LISTED FOR
PLENUM USE AS DEFINED BY THE STATE & LOCAL CODES. IT WILL BE THE CONTRACTORS
RESPONSIBILITY TO ADHERE TO THESE REQUIREMENTS.
24. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO FIRE CAULK ALL NEW AND EXISTING
PENETRATIONS WITHIN WALL PARTITIONS, ABOVE THE CEILING, AS INDICATED BY THE
APPLICABLE CODES.
GENERAL NOTES CONTINUES CERTIFICATION
RNISHES I HEREBY CERTIFY THAT THIS PLAN,
1. THE CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, CEILINGS, FTC. IN SPECIFICATION OR REPORT WAS PREPARED A WORKMANSHIP -LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS. SURFACES OR ME OR UNDER MY DIRECT SUPERVISION, AND
MATERIALS DAMAGED BY DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED, RESTORED AND THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
REFINISHED TO MATCH THE EXISTING, !UNLESS NOTED OR SPECIFIED OTHERWISE. IN ADDITION
THOSE EXISTING SURFACES OR MATERIALS (SERVING AS A SUBSTRATE FOR NEW MATERIALS
OR FINISHES) WHICH HAVE BEEN DAMAGED FROM ANY CAUSE, SHALL BE REPAIRED,
RESTORED, PROPERLY PREPARED AND CLEANED TO RECEIVE THE NEW MATERIALS AND FINISH TODD MOHAGEN,
Al
WORK. ALL NEW MATERIALS & FINISH WORK TO BE FREEFROM FLAWS & DEFECTS.
2. PATCH AND REPAIR EXISTING FLOOR SLAB AS REQUIRED FOR A SMOOTH AND LEVEL SURFACE REGISTRATION NUMBER: 18074
FREE OF DEFECTS. FILL ALL CRACKS AND HOLES AND LEVEL DEPRESSIONS WITH MATERIALS
CLIENT APPROVAL
AS A REPRESENTATIVE OF:
I ACCEPT AND APPROVE THE. INFORMATION PRESENTED IN
THIS DRAWING SET AS A REPRESENTATION OF OUR
DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT
RESULT IN REVISIONS AND/OR MODIFICATIONS ADDNIONAL
DESIGN SERVICE FEES WILL BE CHARGED.
TITIL.
COMPATIBLE WITH THE FLOOR AND SLOB AS RECOMMENDED BY THE FLOORING
MANUFACTURER.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS <
APPLICABLE CODES
SUCH THAT MATERIALS ARE ON SITE WHEN REQUIRED FOR INSTALLATION.
4. ALL PREPARATION, STORING, INSTALLATION AND CLEANUP OF FINISHES TO CONFORM TO
INTERNATIONAL BUILDING CODE (IBC) 2006
MANUFACTURER'S SPECIFICATIONS.
. CHAPTER 11 AMENDMENTS IN MSBC 2007 CHAP. 1341
CHAPTER 30 AMENDMENTS IN MSBC 2007 CHAP. 1307
5. ALL GRILLES, EXTINGUISHER CABINETS AND MISC. METALS SHALL BE PAINTED TO MATCH THE
INTERNATIONAL FIRE CODE (IFC) 2006
SURFACE ON WHICH THEY OCCUR UNLESS NOTED OTHERWISE.
INTERNATIONAL MECHANICAL CODE (IMC) 2000
6. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED TO MATCH THE SURFACE ON WHICH THEY
MN STATE BUILDING CODE (MSBC) 2007
OCCUR UNLESS NOTED OTHERWISE.
MN PLUMBING CODE 2003
7.. CERAMIC, PORCELAIN AND STONE FLOOR TILES TO BE INSTALLED WITH A BRASS OR ZINC 'L'
MN ENERGY CODE 2007
C ICAL CODE 2005
kill
SHEET DESCRIPTION
RCHI
®■■■
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®
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DE"OLITION
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O■■■■■e■■■■■■s
INTERIOR
o■■■■■■■ee■see
FLOOR
oe■■ease
a■■ee
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WALL FINISH PLANS
00000e■■eases
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■■■■ee■■■s■■e
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■■ease■■ee■eee
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ANGLE DIVIDER STRIP ® ALL CARPET / FLOOR TILE TRANSITIONS.
NATIONAL ELE TR
TRANSITION
MN FIRE CODE -
2007
8 WHERE VCT MEETS CARPET A VINYL STRIP SHALL BE INSTALLED VINYL STRIP TO
MATCH VCT COLOR UNLESS NOTED OTHERWISE,
KEY
PLAN
AREA OF WORK
r
9. PORCELAIN OR CERAMIC FLOOR TILE TRANSITIONS TO CARPET AT RESTROOM DOOR ENTRIES
SHALL HAVE A SOLID SURFACE MATERIAL (IX CORIAN THRESHOLD)
OCCUPANCY
REQUIREMENTS
U t
1. THE MECHANICAL CONTRACTOR IS TO DESIGN ALL MECHANICAL SYSTEMS AND OBTAIN
FIRE SPRINKLER PROTECTION: FULLY SPRINKLED, NEW ESFR SYSTEM INSTALLED
NECESSARY PERMITS. MECHANICAL DOCUMENTS ARE TO BE PROVIDED BY THE MECHANICAL
TYPE OF CONSTRUCTION: - II-B
CONTRACTOR AND SIGNED BY A PROFESSIONAL ENGINEER AS REQUIRED BY CODE. THE
BUILDING OCCUPANCY: B, S-1
MECHANICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL-
MAXIMUM STORAGE HEIGHT: 28'-0"
CONSTRUCTION DOCUMENTS. THE DESIGN IS TO BE REVIEWED BY THE TENANT PRIOR TO
IMPLEMENTATION.
CLASSIFICATION OF STORAGE MATERIAL: CLASS I -IV, HIGH -PILED STORAGE:
METAL FASTENERS AND PLASTIC FASTENERS
2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY MECHANICAL
TENANT DEMISING WALL' FIRE -RATED BARRIER NOT REQUIRED
EQUIPMENT AND CONTROLS TO COMPLETE THE JOB. THE MECHANICAL CONTRACTOR IS TO
PER IFC 2306.3.2.1 AND TABLE 2306.2
COORDINATE W/ THE ELECTRICAL CONTRACTOR ALL THE NECESSARY WIRING TO COMPLETE
THE JOB. THE WIRING IS TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR.
NOTE: B-OCCUPANCY IS CLASSIFIED AS AN ACCESSORY USE TO THE S-1 OCCUPANCY
3. PROVIDE BUILDING STANDARD SPRINKLER HEADS AS REQUIRED BY APPLICABLE CODES AND
BASED ON IBC 508.3.1.
ORDINANCES.
S-1 = 87,151 SF (.10) = 8,715 SF
4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH GENERAL CONTRACTOR PRIOR TO
B = 7,949 SF < 8,715 SF
COMMENCING WORK. THE GENERAL C014TRACTOR IS RESPONSIBLE TO CUT & PATCH OR ADD
STRUCTURAL REINFORCING AS REQ'D'FOR THE INSTALLATION OF MECHANICAL ROOFTOP
EQUIPMENT.
5. ALL SINKS SHALL HAVE HOT AND COLD WATER WITH BELOW COUNTER PIPE INSULATION WRAP
ON EXPOSED PIPING PER ADA GUIDELINES.
6. PROVIDE AND INSTALL AN APPROPRIATE SIZED HOT WATER HEATER AS REQUIRED.
`DESIGN
��!
IEY
CODE REVIEW
1. THE ELECTRICAL CONTRACTOR IS TO ALL ELECTRICAL SYSTEMS AND OBTAIN
d
NECESSARY PERMITS. THE ELECTRICAL. DESIGN IS TO BE COORDINATED WITH THE ATTACHED
ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE ELECTRICAL DESIGN IS TO BE REVIEWED BY
THE ARCHITECT OF RECORD AND TENANT PRIOR TO IMPIFhIENTATION.
2. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF ALL MECHANICAL
EQUIPMENT AND TO PROVIDE DISCONNECT AND POWER WIRING FOR ALL MECHANICAL
EQUIPMENT.
3. THE ELECTRICAL CONTRACTOR IS TO'PROVIDE EXIT AND EMERGENCY LIGHTS AS REQUIRED BY
APPLICABLE CODES AND ORDINANCES.
4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE SMOKE DETECTION AND ALARM DEVICES AND
WIRING ,OF THE SPACE AS REQUIRE& BY APPLICABLECODESAND ORDINANCES FOR THE
INTERIOR BUILD -OUT S"ACE
BUILDING USE
TYPE
SQ• �T
occ PACTOR
OCO.JPANCY
REQUIRED
WAREHOUSE
S-1
87,151 SF
500
175
YES
TOTAL
87,151 SF
175
r
5. THE ELECTRICAL CONTRACTOR SHALL INSTALL JUNCTION BOXES W/ PULL STRING FOR ALL 1. COMMON PATH OF TRAVEL IS 96'-0" LONG < 100'-0" (IBC 1014.3, EXCEPTION 1)
VITA/DAPA NnOrPPAOI¢FnENANT IS TO COORDINATE &PROVIDE ALL LOW
ArI INnn PHONELOCATIONS.
I Tx,a II NOTE: SQUARE FOOTAGES FOR BUILDING PERMIT ONLY I
��i � � _
-'._I L I
_. ___
VERIFY ELEC. LOCATION AND TYPE WITH TENANT
ELECTRICAL LEGEND VERIFY
NOTES
DOOR .TYPES
DOOR HARDWARE
TYPES
W DUPLEX RECEPTACLE 1 s
� WALL MOUNTED JUNCTION BOX � 18 A.F.F.
1 ' _ _ _
O .PROVIDE NEW 3 0"W. X 4 D'H. RECEPTION SLIDING PASS THRU`WINDOW.
GROUP 1. LATCH SET _
GROUP 2 LOCK SET _
I
ONE (1) 20A CIRCUIT
FOURPLEX RECEPTACLE
CLASS TO BE TEMPERED.
2 PROVIDE NEW -.LOCK SET FOR SERVER ROOM 1Q3 DOOR HARDWARE
GROUP 3: PUSH/PULL HARDWARE SET WITH CLOSER.
GROUP 4. LOCK SET WfTH SMOKE GASKET AND CLOSER
m
-..
® WALL MOUNTED JUNCTION 'BOX � 18 A.F.F.FF
_
GROUP 5. LATCH SET WITH SMOKE -GASKET AND CLOSER
VOICE DATA OUTLET TWO 2 20A CIRCUITS
✓ )
e
3 PROVIDE B -0"W. X 4 -D H. HOLLOW METAL FRAMED WINDOW.` TOP OF WINDOW
GROUP 6. LATCH SET WITH MAGNET HOLD OPEN
fl e
3 •RAME
208V-3Q-60 ® WALL MOUNTED JUNCTION BOX ®18 A.F.F.® DISCONNECTA
TO MATCH TOP OF DOOR FRAME. GLASS TO BE TEMPERED.
GROUP 7. LATCH SET WITH ROLLER LATCH AND DUMMY HARDWARE
GROUP 8: RETAIL LOCK SET FOR ALUM DOOR TO MATCH EXISTING BUILDING STANDARD
-
THREE 3 2DA CIRCUITS
O
4 INFlLL EXISTING 10'W. X 12H. DOOR OPENING WITH NEW EXTERIOR WINDOW. GLASS TO
O
GROUP 9: PRIVACY LOCK SET
_.
2
CEILING MOUNTED JUNCTION BOX
_
BE 1 LOW E INSULATED, TINT TO MATCH BUII�NG STANDARD. .BOTTOM 18 OF GLASS
GROUP 10: PRIVACY SET CLOSER
/ -
� F {VE
TWO (2) 2DA CIRCUITS
AND ANY GLASS PANE LARGER THAN 9 SF TO BE TEMPERED. PROVIDE PAN FLASHING
S E GLASS WINDOW
FLUSH PANEL
g
O O JU CEILING M UNTED NCAON BOX
AT WINDOW SILL AND WINDOW HEAD FLASHING.
IN DOOR
=
THREE (3) 20A CIRCUITS
5 "
O PROVIDE 2 FURRING AROUND COLUMN-
6 PROVIDE 4,-0"W. X 4-O"H. HOLLOW METAL FRAMED WINDOW. TOP OF WINDOW FRAME
O
I°RAME.TYPES
TO MATCH TOP OF DOOR FRAJWJE. GLASS TO TE TEMPERED.
-
GENERAL PROjEC ES •NOTES
O RACKING PROVIDED BY OTHERS.
1i81FCl1CidLINO
8 G.C. TO VERIFY EXISTING WALL IS INSULATED. IF NOT, PRICE BLOWN -IN INSULATION.
O
EXISTING CEILING GRID TILE, AND 2X4 PARABOLIC LIGHTS TO REMAIN THOUGHOUT ENTIRE
1. E.
D S ADD EXTRA LAYER Of 5 8" GYP. BD. TO OUTSIDE WALLS OF RESTRO M .
/
OFFICE, EXCEPT.FOR OPEN OFFICE 108 AND 117, CONFERENCE 118, BREAK 119, AND99
"
PROVIDE NEW LOWER CASEWORK WITH COUNTERTOP @ 36 A.F.F. INCLUDE
CORRIDOR #I i B.
ADJUSTABLE SHELVES IN -CABINETS.
2. NEW CEILING GRID AND TILE TO BE USED IN OPEN OFFICE #108 AND 4117, CONFERENCE
1L1 O QU
RELOCATED. WATER FOUNTAIN.
118 BREAK 119 CORRIDOR 116 INSPECTIONS 165 AND INSPECTIONS OFFICE 106.
„ „
-CEILING G I. 2 2 X 5 6 INTERMEDIATE BY USG.
R D 4 X 4 /1 DUTY
, ".
11 PROVIDE NEW UPPER &LOWER CASEWORK WTfkt COUNTERTOP 036 A.F.F.
O
-CEILING TILE: 24 X 24 X 5/8" SHADOWLINE EDGE RADAR 12120 BY USG.
"
COUNTERTOP FOR SINK ADA HEIGHT -OE 34 A.F.F. INCLUDE ADJUSTABLE SHELVES
r
-CEILING HEIGHT TO MATCH HEIGHT Or : EXISTING CEILING.
IN CABINETS.& ONE 15' DEEP MICROWAVE SHELF IN UPPERS.:
0 GINSPECTIONS
3. INSTALL 1 2 X4 PARABOLIC LIGHT FIXTURE PER 70 S.F. IN BREAK i19-AND
O i#
OFFICE #1 06
18 PROVIDE NEW STAINLESS STEEL DOUBLE SINK.
4. INSTALL (1) 2'X4' PARABOLIC LIGHT FD-IURE PER 80 S.F. IN OPEN OFFICES 1108 AND #117,
CORRIDOR #116 AND INSPECTIONS 1106.
13 NOT USED.
5. INSTALL 3 2'X4' PARABOLIC LIGHT FIXTURE AND 6 INCANDESCENT CAN LIGHTS ON
O O
14 PROVIDE FOIL SIDED GATT INSULATION ON TOP OF CONFERENCE #118 CEILING.
O
I 1t8. DIMMERS IN CONFERENCE #
i
6. REUSE 2X4 PARABOLIC LIGHTS iN'NEW CEILING GRID AND TILE.
15 ALIGN NEW WALL VvM EXISTING WALL.
�+ (MEDIUM-PRICED) PROVIDE NEW SOLID SURFACE COUNTER MEDIUM-PRICED AND NEW ADA SINKS IN
O
C
KamO
R ESTROOM #109 AND 1 t0. PROVIDE NEWADA FAUCETS. SEE ARCHITECTURAL SECTION
S C 0 INSPECTIONS
1. PROVIDE ADDITIONAL COOLING FOR BOTH'SERVER 103 INSPECTIONS 1 5 AND INSPE
,
ii �
5 A4.0 FOR ADA REQUIREMENTS.
/ Q
OFFICE .106.
V U C "PROVIDE NEW 25 OOQ LB Riff-
Q HffE OR EQUIVALENT MAN AL DO K LEVELER k .NEW SEAL O
ALTERNATES
1. DEDUCT ALTERNATE: NEW P.LAM. COUNTER IN RESTROOMS #109 AND #110 IN LIEU
OF SOLID SURFACE.
PARTITION TYPES ALL wv PARTITIONS ARE .TYPE 9 UNLESS NOTED OTHERWISE
1- THE FOLLOWING PARTITION"TY°PES ARE BASED ON AN 240.DEFLECTIONS AND THE USE OF
25 GA. STUDS SPACED 24" O.C. WITH A M, HEIGHT ALLOWANCE OF:13'-6".FOR A 1 HOUR
RATED WALL PARTITION. PARTITIONS EXCEEDING THE HEIGHT OF 13'-6" SHOULD REFER TO
THE RECOMMENDED GAUGE SIZE PER THE STEEL FRAME MANUFACTURER AND SHALL BE
APPROVED BY A REGISTERED STRUCTURAL ENGINEER PRIORTOINSTALLATION.
2. MOISTURE RESISTANT GYP. TO BE USED AT ALL TOILET, SINK, AND LAY AREAS.
3. ALL INTERIOR SOUND IhIrJ1ATE0 WALLS TO HAVE FINIS HEzD JOINTS MR 'FULL HEIGHT OF WALL .
PROVIDE ACOUSTICAL SE$LANT AT BOTTOM AN0 TOP OF WALL. REFER-TO'USG ACOUSTICAL
ASSEMBLY GUIDE FOR CONSTRUCTION DEfAPL.S
5/.8 GY •BD. ONE 4AYER INSULATED NON -RATED PARTITION
11
25 ga TO 6" ABOVE GRID
s ,
3 5/ 8„ MTL. STUD � 24 O.G.
„
3 1/2 SOUND ATTENUATION BATS' it INSULATED NON -RATED PARTITION
41"
INSULATION; FRICTION FIT. SEAL 25 go TO 12'-0" A.F.F.
ALL PENETRATIONS
5/8" GYRBD. INSULATED PARTITION
9.1
t TO UNDERSIDE OF DECK
5/8 GYP.BD.
6" MTL. STUD
I-7•
NOTE METAL STUD SPACING, GAUGE
3 1 2 SOUND ATTENUATION BATi
/ AND REO D CROSS BRACING NEEDS T0,
INSULATION, FRICTION FIT. SEAL BE DEFINED BY MEIAL STUD SUPPLIER
-
ALL PENETRATIONS
5/8" GYP.BD,
INSULATED SOUND PARTITION
3 5/8" MTI_ STUD D 24" O.C. 25 go TO 12'-0" A.F.F.
DB BLOC VNYL PLACED:BETWEEN
TWO LAYERS 5/8" GYP. BD. UP
TO 12'-0" A.F.F.
3 1/2° SUUND ATTENUATION BAIT
•
- INSULATION:FRICTION FIT.
!!r !, 4
IF
n
E FOLLOWING DEMO OF A:ID INSTALLATION OF
1. REPAIR EXISTING COaNSRUCTICFI AS REQUIRED F
NEW DOOR AND FRAME.
2. PROVIDE INTERNAL -TOP STILE BLOCKING TO RECEIVE SURFACE APPLIED MAGNETIC DOOR
HOLDER
3. PAINT EXISTING DOOR FRAMES, COLOR AS SELECTED BY ARCHITECT, EXISTING DOOR AND
LEVER HARDWARE TO REMAIN
M 4. ALL DOOR HARDWARE SHALL BE COMMERCIAL GRADE. LEVER HANDLE HARDWARE LOCK SETS
AND LATCH SETS ARE INDICATED ON PLANS
. A COMPLETE KEYING TO BE KEYED ALIKE SHALL
ALSO. BE PR0 VIDED.
5. ALL NEW INTERIOR WOOD DOORS SHALL BE CONSTRUCTED ACCORDING TO AWI PC5
STANDARDS FACE VENEER TO BE PLAIN SLICED HARDWOOD (RED OAK) VENEER W/SAME
SPECIES HARDWOOD EDGE. SEE INTERIOR FINISHES FOR DOOR STAIN OR PAINT.
6. DOORS TO CONFORM TO INTERNATIONAL BUILDING CODE (IBC) 2006 EDITION.
7. CONTRACTOR TO INCLUDE DOCUMENTATION FOR UL IOC OR -OTHER IBC APPROVED TESTING
AGENCY STATING DOORS HAVE PASSED IBC SECTION 714.
B. PROVIDE CATEGORY "A" INTUMESCENT FIRE AND SMOKE MATERIAL FOR FIRE RATED OPENINGS
AS REQUIRED BY DOOR AND FRAME MANUFACTURER TO COMPLY WITH,UL 10C.
DOOR/FRAME
s;
r
r
i
DOOR/OPENING LEGEND
MATB89AM1
HNSH
CLAD
SC
SOLID CORE WOOD
W` S
WOOD VENEER, STAINED
TP
TEMPERED
HIM
HOLLOW METAL
PTO
FAINT
W
WIRED
GL
GLASS DOOR
ANOD
ANODIZED
AL
ALUMINUM DOOR
' 'tat x
u'
Tr
ne
tdft
00
F:
SUPPLY
TECHNOLOGIES
4837 AZELIA AVE. N.
OY BROOKLYN CTR, MN
y
a4'
1.
Mohagen
Hansen
Architectural
Group EVA
L
1000 Twelve Oaks Center Dr. Tel 952.42G7400
Saite 200 Fax 952.42&7440
Wayzata MN 55391 - nw.mohagenhansen.com
1 HEREBY CERTIFY THAT THIS PLAN,
1` SPECIFICATION OR REPORT WAS PREPARED BY
�.: ME OR UNDER MY DIRECT SUPERVISION, AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN, AI
REGISTRATION NUMBER: 18074
"4' THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
cx;
S71
4}'
1.
s{
PROJECT NUMBER: 08082.0 CRC
DRAWN BY: BJH
CHECKED BY: J. KAPLAN
DATE: 03-12.2008
c COMPUTER DIRECTORY:
JOBS/4837AZEUAAVE/SUPPYTECHNOLOGIES/
FLOOR PLANS,
NOTES
PERMIT DOCUMENTS
N
A2.0
I
Y
r
Q
9
SOLID SURFACE
COUNTERTOP W/ 4"
BACKSPLASH; SS-X
ACCESSIBLE SINK tE
FAUCET SINK PER
ADA GUIDE LINES
-SOLID SURFACE
APRON;
SS-X
WITHIN THIS DIMENSIONED AREA
1 ENLARCED FLOOR PLAN 2 H-C. WATER CLOSET � ELEVATION � t� MS RESTi ROM
a.0 1/4" = 'l -0" �d 3/8" = 1'-0" 0 3/$" = V-0,,
�f
LINEAR WALL SCONCE
LIGHT FIXTURE
PT
a
oT Lul
9"
t
PT
4
t
o
39"-41"
M
.
T
t
420 12.
o
-
¢ o
$
aT M M
ci
-
12"
DISPENSERS AND RECEPTACLE
OPERABLE PARTS TO BE LOCATED MIN.
40 MAX
M
0/,:PT
� Pi ,..P
12" 24"
/
ALIGN o
o
/
s
�
_
a
o
Q
6
17" I
ain
Q5
5'-0" MIN. 1"Lv-6-
1'-6"
1'-r
V-60
. i'-6"
1'-6.
1'-6"
1'-6"
5"
V-6"
2'-7'
i'-V
SOLID SURFACE COUNTERTOP &
BACKSPLASH,'-W/ INTEGRAL
BOWLS
:�d f9YKL-R .
SOLID SURFACE APRON CRTHO VIEW N.T.S. O
TURN SHUT-OFF VALVES TYP.
� d �
® ,
PROVIDE IN WALL 21X2 TUBE
STEEL SUPPORT AS REQ'D. OZ �ECi1�"S516 fig 174 1! 11)
GENERAL NOTES:
1. PRODUCTS ARE AMERICAN SPECIALTIES INC
2. MOUNTING HEIGHTS OF ALL MECHANISMS TO COMPLY WITH ICCSI A117.1-2003 SECTION AN
REMOVABLE ACCESS PANEL TO /
CONCEAL PIPES. PLML ALL 309, UNLESS NOTED OTHERWISE
SIDES. _
3. TOILET PARTITIONS - FLUSH METAL PARTITION FLUSHITE FLOOR MOUNTED, COLOR:
i�
9.-3.
A Ali a %AlfNnv rlNll0uec
H.G WATER CLOSET _ VANITY' SECTION
v
r
N
2'-0"
'
a
f
I
l
z
z
r�
J1
f/
a
-'f
I• 17"
L
-
:
RS ,
I
G
>�
INSPECTIONS
105
0
-
-VCT 2
VCT_I
VB_1
RS-1
I
1
PEOF! NS
OFFIC�
_
VCT 1
VB-1
106
VCT 3
r.
VGT 1
-
VCT 1
?
-
VB-:1
VCT-2
VCT-2
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i
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a— �cr� �..�,::,�^+�d�c
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9 I
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104
,
CPT-2
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SERVER
,
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109
103
VCT-2:
.CPT-, VB-2
CPT81
ww¢auaa�.rw,mrl �:
t..
,
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I
FFI E !
s
CPT-2
'T
_MAN
W�RInH USE II C
107 11,
PTB2
EXIST
t t D.IST. IST.
I.
M N 1N MEN
T-2 me m alr -.
tt0 109
EX1 1;1
4 ST sr
mar mmicaL
I _ �
112 ®„
EXIST I I: FFI E
VCT-1
101
-
I._ � RS-1 CPT-2 ' I
,
IS
e
cPTB2
JJ
U iSI�C
113 T
114
EXIST CL SET
i
�—i ExIST vcT ,
,15
g
1 VB-1 I
CORRIDOR
VEST. �
RS-t
ii6 RS-1
,ao_
M-t
M-1 '
VB_ i
3 2
I m.
VCT-1 lr�V_Cf--I1E,
VB 1
-1 _
OPEN
SPRIN<:LER MrCI-I
OFFICE
121 - 320
VC'f-2
117
EXIST1l
�
6
I BRUKIm
19
8
CPTBik
.-.
CPT_ 2
�I
I,
CPTB2
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li
,
o- ,::u,: n �u.,-- � ,:.�r.�.,,. .�lr,.�a...,�.a:.
,> l �I
.:. a...a��ru.:4.....:.. rr,.,�:,,.uld:k,: ._.W. ,.��l.
� all a
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x ,
....:,. ,�I: s
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,a.an..a,.�?✓e ... ui,: re4:.0
�..s.r�r
,,
FLOOR PLAN
-
GENERAL FLOOR FINISH NOTES
i- THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS
SO THAT MATERIALS ARE ON SITE WHEN SCHEDULED FOR INSTALLATION
i
2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO THE INSTALLATION OF
MATERIALS. NOTIFY THE ARCHITECT IF ANY CONFIJCTS OR DISCREPANCIES OCCUR BEFORE.
AND/OR DURING CONSTRUCTION.
3.'' FLOOR SURFACE PREPARATION MAY BE REQUIRED -THE SURFACES SHALL BE CLEANED,
FILLED, SMOOTHED, LEVELED & FREE OF SUBSTANCES THAT MAY TELEGRAPH THROUGH
NEW FLOOR COVERING.
4. SUBMIT SAMPLES OF SPECIFIED MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO
MATERIAL INSTALLATION.
5. THE CARPET INSTALLER SHALL SUBMIT CARPET SEAMING DIAGRAMS TO THE ARCHITECT FOR
THE REVIEW AND APPROVAL PRIOR TO INSTALLATION.
8. THE CARPET CONTRACTOR SHALL PROVIDE CARPET BASE INSTALLATION DIAGRAMS. THE
CARPET SUPPLIER SHALL MEASURE THE ENTIRE SPACE PRIOR TO ORDERING THE SPECIFIED
PRODUCT. DO NOT SCALE DRAWING FOR FINAL AREA TAKE -OFF.
7. INSTALL ALL FLOOR & BASE FINISHES IN STRICT ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
8. ALL CARPET TO BE INSTALLED BY DIRECT GLUE METHOD. REFER TO MANUFACTURER FOR
THE RECOMMENDED ADHESIVES & INSTALLATION METHODS UNLESS NOTED OTHERWISE.
9• PROVIDE 4' HIGH, BOUND EDGE, CARPET BASE AT ALL CARPETED AREAS. CARPET BASE TO
MATCH ADJACENT CARPET.
10.
PROVIDE 4 HIGH COVED VINYL BASE ®ALL VINYL AREAS UNLESS OTHERWISE NOTED.
11., PROVIDE VINYL REDUCER STRIP TO MATCH CARPET AT ALL CARPET TO VCT OR SHEET
VINYL TRANSITIONS. SUBMIT SAMPLES TO THE ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
12. PROVIDE A SOLID SURFACE MATERIAL THRESHOLD (EX: CORIAN) AT ALL PORCELAIN OR
CERAMIC TILE TO CARPET TRANSITIONS (AT TOILET ROOM ENTRIES ONLY.)
13. PROVIDE A STAINLESS STEEL ANGLE DIVIDER STRIP AT ALL PORCELAIN STONE OR SLATE
TILE TO CARPET OR WALK -OFF MAT TRANSITIONS.
KEY NOTES
1O EXISTING FLOOR TILE AND GROUT IN RESTROOMS TO BE CLEANED AND REPAIRED AS
NEEDED PER TENANTS APPROVAL
O EXISTING FLOOR TiLE TO BE REMOVED AND SUBSTRATE TO BE PREPPED FOR
INSTALLATION OF WALK -OFF MAT.
3O PROVIDE STAINLESS STEEL SCHLUTER TRANSITION STRIP AT FLOOR CHANGE BETWEEN
WALK -OFF MAT AND CARPEL
O PROVIDE STAINLESS STEEL SCHLUTER TRANSITION STRIP AT FLOOR CHANGE BETWEEN
PORCELAIN TILE AND CONCRETE.
ALTERNATES
1• ADD ALTERNATE' EXISTING CONCRETE FLOOR IN RESTROOM #I I I TO BE EPDXY PAINTED
IN LIEU OF PORCELAIN TILE.
FINISH LEGEND
FLOOR
BASE
CPT
CARPET
CPTB
CARPET BASE
SC
SEALED CONCRETE
TS
TiLE BASE
SV
SHEET VINYL
VB
VINYL BASE
T
CERAMIC TiLE / PORCELAIN TILE
WDB
WOOD BASE
VCT
VINYL COMPOSITE TILE
L
LINOLEUM
WALL
MISC, FINISHES
FRP
FIBERGLASS REINFORCED PLASTIC
ORA
GRANITE
FLU
FABRIC WALL COVERING
GT
GROUT
P
PAINT
MB
MARBLE
PB
PROTECTION BOARD
MLAM
METAL LAMINATE
SW
SPECIALTY WALLCOVERING
MLM
MELAMINE
T ->
CERAMIC TILE
PLAM
PLASTIC LAMINATE
VW
VINYL WALL COVERING
S.S.
SOLID SURFACE
ST
STAIN
CEILING
TF
TACKABLE MATERIAL
M
WALK OFF MAT
ACT
ACOUSTICAL CEILING TILE
GWB
GYPSUM WALL BOARD
SUPPLY
TECHNOLOGIES
4837 AZELIA AVE. N.
BROOKLYN CTR MN
Mohagen
Hansen
Architectural
Grou
p
p
1000 Twelve Oaks Center Dr. Tel 952.426,7400
Suite 200 Fax 952,426.7440
Wgmta UN 55391 wnw.mohagenhanseneom
CERTIFY THAT THIS PLAN I HEREBY ,
SPECIFICATION OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION, AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN, A
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
PROJECT NUMBER: 08082.0 GRC
DRAWN BY: G ROEMEN
CHECKED BY: J. KAPLAN
DATE: 03-12.2008
COMPUTER DIRECTORY:
JOBS/4837AZEUAAVFISUPPYiECHNOLOGIES/
FLOOR FIN95H
PLAN
GENERAL WALL FINISH NOTES
1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS
SO THAT MATERIALS ARE ON SITE WHEN SCHEDULED FOR INSTALLATION.
2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDUTIONS PRIOR TO THE INSTALLATION OF
MATERIALS. NOTIFY THE ARCHITECT IF ANY CONFLICTS OR DISCREPANCIES OCCUR BEFORE
AND/OR DURING CONSTRUCTION.
3. ALL SURFACES SHALL BE PROPERLY PREPARED PRIOR TO THE INSTALLATION OF WALL
FINISHES.
4. INSTALL ALL MTERIOR WALL FINISHES IN STRICT ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
5. ALL WORK BY OTHERS TO BE ADEQUATELY PROTECTED AGAINST DAMAGE FROM PAINTING
&/OR APPLICATION OF VARIOUS ADHESIVES USED TO INSTALL WALLCOVERING. UPON
COMPLETION OF JOB, ALL OTHER WORK SHALL BE FREE OF DAUBS, SPOTS & SPATTERS OF
PAINT &/OR ADHESIVES.
6. SUBMIT DRAW -DOWNS AND SAMPLES OF SELECTED MATERIALS TO ARCHITECT FOR APPROVAL
PRIOR TO MATERIAL INSTALLATION.
7. ' PAINT MISCELLANEOUS ITEMS (GRILLS, REGISTERS, ACCESS PANELS, ETC.) TO MATCH THE
SURFACE ON WHICH THEY OCCUR UNLESS NOTED OTHERWISE.
8. PAINT EXTERIOR SURFACES OF THE FIRE EXTINGUISHER CABINETS TO MATCH THE WALL
SURFACE ON WHICH THEY OCCUR UNLESS NOTED OTHERWISE.
9. REFERENCE INTERIOR ELEVATIONS FOR LAYOUT OF TILE IN TOILET ROOM.
10. WRAP UNDERSIDE OF HEADERS IN ADJACENT WALLCOVERING, U.N.O.
11. FINISH SOFFITS ABOVE UPPER CABINETS THE SAME AS WALL FINISH BELOW, U.N.O.
12. HOLLOW METAL DOOR FRAMES TO BE PAINTED P-X.
i
UCIJ
KEY NOTES
OPEN�,,
SER% R 1 EXISTING WALL LE GROUT 0 C
_ � EX STI TILE AND.. R UT T BE LEANED AND REPAIRED AS NECESSARY. PER
OFFICE j o
103 TENANTS APPROVAL
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SPRINKLER M.CI-I OFFICE
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121 120 117
EXIST E 1 r P 3
BREAK L 11P-1 I
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.:ra1�.�..6.w�.. � �. �. �: �V. �.�� ���U t.�.ih;d I:''
FLOOR PLAN
1
FINISH LEGEND
FLOOR
BASE
CPT
CARPET
CPTB
CARPET BASE
SC
SEALED CONCRETE
TB
TILE BASE
SV
SHEET VINYL
VB
VINYL BASE
T -
CERAMIC TILE / PORCELAIN TILE
WDB
WOOD BASE
VCT
VINYL COMPOSITE TILE
L
LINOLEUM
WALL
MISC. FINISHES
FRP
FIBERGLASS REINFORCED PLASTIC
GRA
GRANITE
FW
FABRIC WALL COVERING
GT
GROUT
P
PAINT
MB
MARBLE
PB
PROTECTION BOARD
MLAM
METAL LAMINATE
SW
SPECIALTY WALLCOVERING
MLM
MELAMINE
T
CERAMIC TILE
PLAM
PLASTIC LAMINATE
VW
VINYL WALL COVERING
S.S.
SOLID SURFACE
ST
STAIN
CEILING
TF
TACKABLE MATERIAL
M
WALK OFF MAT
ACT
ACOUSTICAL CEILING TILE
GYlB
I GYPSUM WAIL BOARD
WALL FINISH PRODUCT INFORMATION (�Eb
VINYL WALLCOVERING PAINT NO SUBST11WICINS
VW-1 MANUFACTURER: 'TYPE IL 13.00 LN. YD• MATERIAL ONLY
(:ED MANUFACTURER: MDC CERAMIC PAINT
PATTERN:
COLOR:
COLOR:
P-2 MANUFACTURER: MDC CERAMIC PAINT
U
WEIGHT:
COLOR:
WIDTH:: 54'
P-3 MANUFACTURER: MDC CERAMIC PAINT
(2K2D MANUFACTURER: TYPE II, 113.00/LN.YD; MATERIAL ONLY
COLOR:
PATTERN:
P-4 MANUFACTURER:: MDC CERAMIC PAINT
o
COLOR:
COLOR:
WEIGHT:
. 54
WIDTH. .
MANUFACTURER: MDC CERAMIC PAINT
COLOR:
WALL TILE
T-3 PORCELAIN TILE 12" X 12°
MANUFACTURER: $3.00/1 MATERIAL ONLY
:PATTERN::
..
COLOR:
SIZE:
_._.
T-4 PORCELAIN TILE BULIAdOSE
,
I
i
I
I
II
_
Ii
I
r I
I
MANUFACTURER:
PATTERN:
COLOR:
SIZE:
NOT : MATERIAL ONLY IS DEFINED AS COST OF ITEM TO THE
DEALER/DISTRIBUTOR. IT DOES NOT INCLUDE
DEALER/DISTRIBUTOR MARKUP, FREIGHT, ETC,
INTERIOR PAINTING SCHEDULE
SURFACE MATERIAL
AREA
PAINT TYPE
LUSTER
COATS
DESCRIPTIVE SPECIFICATION
GYPSUM BOARD
CEILINGS
LATEX
FLAT
THREE — 3
1 COAT LATEX DRYWALL PRIMER
2 COATS ACRYLIC LATEX PAINT
GYPSUM HOARD
WALLS
ACRYLIC —LATEX
EGGSHELL
THREE - 3
1 COAT TINTED ACRYLIC LATEX WALL PRIMER
2 COATS ACRYLIC LATEX
PLASTER
WALLS
ALKYD —ENAMEL
EGGSHELL
THREE — 3
1 COAT ALKYD DRYWALL PRIMER (NM: VERIFY PLASTER PH LEVEL)
2 COATS ALKYD PAINT
WOOD (PNT)
DOORS, TRIM
ALKYD -ENAMEL
SATIN
THREE - 3
1 COAT ENAMEL UNDERCOAT
MILLWORK
2 COATS ALKYD PAINT
WOOD (STAIN)
DOORS, TRIM
ALKYD
SATIN
FOUR - 4
1 APPLICATION OF FILLER, IF NECESSARY
MILLWORK
1 COAT INTERIOR WOOD STAIN
3 COATS LEVEL TR2 OR TR4 LACQUER (4-5 MILS THK) QS 38
VARNISH (SLOW -DRY)
IRON & STEEL
FRAMES
ALKYD
EGGSHELL
TWO - 2
1 COAT RUST INHIBITING PRIMER
UNIT HEATER
1 COAT ALKYD PAINT
FIN TUB MTL
ENCLOSER
NOTE: SEMI -GLOSS FINISH FOR HIGHER TRAFFIC AREAS LIKE
FIRE EXT.CAB.-
CORRIDORS WILL BE ACCEPTABLE. VERIFY WITH DESIGNER.
ELEC. PANEL
WALL GRILLS
I
I
I
j
I
I
I _
�------I-- ---- —ram
SUPPLY
TECHNOLOGIES
4837 AZELIA AVE. N.
BROOKLYN CTR., MN
Mohagen
Hansen
Architectural
Group
1000 Twelve Oaks Center Dr. Tel 952.426.7400
Suite 200 Fez 952.426.7440
Wayzata MN 55391 www.mohagenhansen.com
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS PREPARED BY
ME OR UNDER MY DIRECT SUPERVISION, AND
THAT I AM A DULY LICENSED ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN AI
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
PROJECT NUMBER: 08082.0 GRC
DRAWN BY:
CHECKED BY: J. KAPLAN
DATE: 03-12.2008
COMPUTER DIRECTORY:
JOBS/4837AZWMVFISUPPYTEC1HN0L0aES/
WALL FINISH
PLAN