millington arbela district librarymillingtonlibrary.info/wp-content/uploads/2019/06/18.050... ·...
TRANSCRIPT
-
ISSUE / REVISION DATE
Alteration of and Addition to:
MILLINGTON ARBELA DISTRICT LIBRARY
A R C H I T E C T
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
GENERAL NOTES:ALL WORK SHALL BE COMPLETED PER 2015 MICHIGAN BUILDING CODE
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. IF ADISCREPANCY IS DISCOVERED, COORDINATE WITH ARCHITECT TO RESOLVE THE ISSUE TO ACHIEVE THE INTENT OF THE DRAWINGS, PRIOR TO PROCEEDINGWITH THE WORK.
COORDINATE WITH TENANT & ARCHITECT ALL ACTUAL FINISHES AND MATERIALSAMPLES
ELECTRICAL SHALL BE DESIGN BUILD PER LATEST NEC. COORDINATE FIXTURES,SPECIAL RECEPTACLES AND REQUIREMENTS WITH OWNER.
DATA SHALL BE DESIGN BUILD. COORDINATE SPECIAL RECEPTACLES ANDREQUIREMENTS WITH TENANT.
HEATING VENTILATION AIR CONDITIONING SHALL BE DESIGN BUILD PER LATESTCODES.
PLUMBING SHALL BE DESIGN BUILD PER LATEST CODES.
1.
2.
3.
4.
5.
6.
7.
APPLICABLE CODES:
2015 Michigan Building Code
2015 Michigan Rehabilitation
Code for Existing Buildings
2015 Michigan Mechanical Code
2015 Michigan Plumbing Code
2014 National Electrical Code
w/ Part 8
BUILDING CODE:
MECHANICAL CODE:
PLUMBING CODE:
ELECTRICAL CODE:
ICC ANSI 117.1, 2009
2015 International Fire Code
2013 NFPA 10
2015 MBC Chapter 13 & 2015
MEC Chapter 4 & MI Energy
Code, Part 10a, Rules
(ANSI/ASHRAE 90.1-2013)
ACCESSIBILITY:
FIRE CODE:
FIRE
EXTINGUISHERS:
ENERGY CODE:
ARCHITECTURAL
D r a w i n g L e g e n d
ELECTRICAL
-
(d
)
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T
LIB
RA
RY
M i l l i n
g t
o n
, M
i c
h i g
a n
A l t
e r
a t
i o
n o
f a
n d
A
d d
i t
i o
n t
o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
D.101
DemoFloor & Partital
Site Plan
SCALE: 3/16" = 1'-0"
DEMO FLOOR & PARTIAL SITE PLAN
D.101
1
NORTH
5'0 10' 20'
EXIST
PARKING LOT
(e) MEN'S
(e) WOMEN'S
(e) UTILITY(e) MEETING ROOM(e) UTILITY
(e) STACKS
(e) FOYER
(e) CHILDREN AREA
(e) WORK AREA
(e) HALL
(e) CIRCULATION
DESK
EXIST LANDSCAPING
EXIST LANDSCAPING
DEMOLITION NOTES
A
C
Z
B
F
G
D
E
H
EXIST TO REMAIN, TYP.
I
SAWCUT CLEAN EDGE, REMOVE PORTION OF CONCRETE
REMOVE GLAZING & ALUMINUM STOREFRONT FRAMING, PREP TO REPLACE
SAWCUT CLEAN EDGE, REMOVE PORTION OF ASPHALT
REMOVE HOLLOW METAL DOORS, FRAME & GLAZING (WHEN EXISTING),
PREP TO REPLACE
REMOVE PORTION OF EXIST WALL
REMOVE EXIST PLUMBING FIXTURES, REMOVE UNUSED PORTION OF EXIST
PIPING TO POINT OF ORIGIN AND CAP, MAINTAIN OPERATION OF
DOWNSTREAM PLUMBING
REMOVE EXIST DOOR, FRAME, GLAZING. PREP FOR INFILL WHERE SHOWN
OR PATCH & REPAIR IF REQ'D
CAREFULLY REMOVE EXIST LIBRARY STACKS, SHELVING, FIXTURES.
TEMPORARILY STORE AND PREP TO REINSTALL PER NEW LAYOUT
J
CAREFULLY REMOVE EXIST LIGHT FIXTURE, INVENTORY & PREP TO
RELOCATE PER NEW LAYOUT
K
REMOVE EXIST CEILING FAN, PREP FOR COVER PLATE
L
REMOVE LIGHT FIXTURES & PORTION OF SUSPENDED CEILING, PREP FOR
NEW INSULATION & GYP. BD.
M
CAREFULLY REMOVE PORTION OF WOOD BUILT-IN SHELVING & PARTITION
WALL AND GLAZING, SAVE PIECES OF WOOD TRIM FOR PATCH & REPAIR
N
CAREFULLY REMOVE ALUMINUM FRAME, DOOR & GLAZING, PREP TO
RELOCATE
O
REMOVE E.I.F.S AND FOAM INSULATION DOWN TO WALL SHEATHING, PREP
FOR NEW METAL SIDING
P
REMOVE "STONE" AGGREGATE PANEL AND MIDDLE PORTIONS OF BRICK
(WHERE EXISTING), PREP FOR NEW METAL SIDING
CAREFULLY REMOVE EXIST GRANITE TOPS & PREP TO REINSTALL ON NEW
CIRCULATION DESK, REMOVE & DISCARD REMAINDER OF OLD CIRCULATION DESK
Q
Q
P
H
N
M
L
K
J
J
I
I
I
G
S
R
I
K
I
T
F
O
E
E
F
CAREFULLY REMOVE WOOD FRAME & DOOR, PREP FOR
PATCH & REPAIR IF REQ'D
R
S REMOVE MILLWORK & COUNTERTOP
E
D D D D
D
D
D
D
H
L
F
I I
C
B B
B
B
4'-0"5'-0"
18'-3
1
2
" 30'-5
1
2
"
B
T
REMOVE CORK BOARD @ SOFFITS, PREP FOR PATCH & REPAIRU
REMOVE EXIST LIGHT FIXTURE, PREP FOR REPLACEMENTV
U
V
V
K
REMOVE EXIST FURNITURE, ACCESSORIES & ELECTRICAL OUTLETS
3'-4"
9
1
2
"
2'-0
"
2'-6
3
4
"
2'-0"
2'-6
3
4
" 2'-1
1
2
"
2'-0" 1'-0" 3'-2"
5'-1"
17
'-5
3
4
"
1'-0
"4
'-0
"4
'-0
"
19
'-4
3
4
"
V
(e)A/C
(e)A/C (e)A/C
A
H
(e)A/C (e)A/C
(e)FURN(e)FURN
(e)E.P
(e)WH
(e)M.S.
M
Q
UU
U
PROVIDE TEMPORARY AND/OR PERMANENT SHORING OR BRACING AS REQ'D FOR
DEMOLITION OF EXIST STRUCTURE AND PLACEMENT OF NEW STRUCTURE
PROVIDE TEMPORARY WEATHER PROTECTION TO PREVENT WATER LEAKAGE AND
DAMAGE TO EXIST STRUCTURE AND INTERIOR ELEMENTS TO REMAIN
PROTECT SURFACES, MATERIALS AND ITEMS THAT ARE TO REMAIN. PATCH, REPAIR
AND/OR REPLACE SURFACES, MATERIALS AND ITEMS DISTURBED BY DEMOLITION
AND/OR CONSTRUCTION TO MATCH THE INTENDED NEW CONDITION
PROTECT ALL EXIST CEILING GRID, CEILING PADS, AND LIGHT FIXTURES. PROTECT,
INVENTORY, AND STORE ALL CEILING PADS AND LIGHTS REMOVED DURING
CONSTRUCTION FOR RE-INSTALLATION / RE-LOCATION.
NOTIFY ARCHITECT IMMEDIATELY OF DISCREPANCIES BETWEEN DRAWINGS AND FIELD
CONDITIONS FOR RESOLUTION, PRIOR TO PROCEEDING w/ THE WORK
GENERAL DEMO NOTES
-
R 90" R 90" R 90" R 90"
R 90"
R 90" R 90" R 90" R 90"
R 90"R 90"R 90"R 90"R 90"R 90"R 90"R 90"R 90"
R 90" R 90" R 90" R 90" R 90" R 90" R 90" R 90" R 90"
R 90"R 90"R 90"R 90"R 90" R 67" R 67" R 67"R 43"
R 43"
R 43" R 43"
R 43" R 43" R 43" R 43"
R 43"R 43"R 43"R 43"
R 90"R 90"R 90"
R 90"
R 90"
R 90"
9
9
.9
0
'
1
0
0
.0
0
'
9
9
.2
5
'
9
9
.9
0
'
9
9
.3
4
'9
9
.3
4
'
1
0
0
.0
0
'
9
9
.9
0
'
9
9
.6
8
'
9
9
.3
0
'
1
0
0
.0
0
'
9
9
.4
2
'
DOOR TYPES
SCALE: 3/16" = 1'-0"
FLUSH DOOR
F
MED. STILE DOOR
MS
SEE
SCHED.
SE
E S
CH
ED
.
SEE
SCHED.
SE
E S
CH
ED
.
FLUSH DR
w/ GLASS LITE
G
SEE
SCHED.
SE
E S
CH
ED
.
10"
MIN
PUSH/PULL MAY
OCCUR
KAWNEER ALUM.
ENTRY DOOR 350
MEDIUM STYLE w/
CONCEALED PANIC
DEVICE
SEE
SCHED.
SE
E S
CH
ED
.
10
"
ALUM. ENTRY
AE
T
T
T
T
SEE
SCHED.
SE
E S
CH
ED
.
ALUM. FRAME,
CLEAR ANODIZED
HOLLOW METAL,
PAINTED
SE
E S
CH
ED
.
SCALE: 3/16" = 1'-0"
FRAME TYPES
WOOD FRAME &
CASING, STAINED
SEE
SCHED.
SE
E S
CH
ED
.
1 3 4
SE
E S
CH
ED
.
2
REDIFRAME,
PAINTED
1 2
3'-0
"3
'-8
"
3'-0"
6'-8
"
3'-0
"3
'-8
"
6'-8
"
2'-0"
WOOD FRAME & 2"
CASING, PAINTED
1/4" SAFETY GLAZING
WINDOW TYPES
SCALE: 3/16" = 1'-0"
T T
2"
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T
LIB
RA
RY
M i l l i n
g t
o n
, M
i c
h i g
a n
A l t
e r
a t
i o
n o
f a
n d
A
d d
i t
i o
n t
o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.101
Floor & PartialSite Plan
SCALE: 3/16" = 1'-0"
FLOOR & PARTIAL SITE PLAN
A.101
1
NORTH
5'0 10' 20'
(N) MEETING
ROOM
(N)DIRECTOR
OFFICE
(N)STAFF
OFFICE
(N)STAFF
ROOM
(N) CHILDREN'S
ACTIVITY AREA
(N) STAFF
WORK AREA
(N) CIRC.
DESK
NE
W LA
ND
SC
AP
IN
G
NE
W LA
ND
SC
AP
IN
G
NEW PATIO
(e) MEN'S
(e) WOMEN'S
(e) UTILITY(e) UTILITY
(e) CHILDREN'S
AREA
0 8
63
NEW DOOR w/
GLAZING
(N) SLOPE
1:48 MAX
(N
) S
LO
PE
1:48
M
AX
REF
10'-1"8'-0"
3
1
2
"
10'-7
1
2
"
12
'-1
1
2
"
2"
3
1
2
"
6'-0
1
2
" OPENING VIF
5'-10" OPENING VIF
EXIST CONCRETE WALK
10'-5
1
2
" 3'-0
1
2
"
3'-0
1
2
"1
6'-1
0
7
8
"3
'-0
1
2
"
13'-6"
23
'-0
"
15'-0"
27
'-0
"
8'-0
"
9'-0
"
COPIER/
PRINTER
(N
) S
LO
PE
(N
) S
LO
PE
1:12 M
AX
3'-0" 3'-3"
102
103105
104
106
107
108109
110
111
(e) STACKS
101C
101D
101B
101A
(N) VESTIBULE
100A
(e) DN
(e
) D
N
1
A.301
A.201
3
102A
102B
A.201
1
EXIST
PARKING LOT
NE
W S
LO
PE
D
SID
EW
AL
K / R
AM
P
A.201
2
(N) SLOPE
1:48 MAX
(N) SLOPE
1:12 MAX
(N
) S
LO
PE
1:48 M
AX
SYM SIZE THICKNESS REMARKS
DOOR AND FRAME SCHEDULE
DOORTYPE
FRAMEXXX
FRAMEMATERIAL
DOORMATERIAL
DOORFINISH
FRAMETYPE
LEGEND
(e) EXIST TO REMAIN
(R) EXIST TO BE RELOCATED
(N) NEW TO MATCH EXIST
ABBREVIATIONS:ALUM. - ALUMINUMBZ - BRONZE ANODIZEDC.G. - CLEAR GLASSC. ANO - CLEAR ANODIZEDH.C. STEEL - HOLLOW CORE STEELHM - HOLLOW METALP(#) - PAINTED (NEW PAINT NUMBER)RF - STEEL PREFINISHED REDIFRAMES.C. WOOD - SOLID CORE WOODST. W. - STAINED WOOD
NOTES:1. DOOR HARDWARE SHALL BE LEVER TYPE AND SHALL COMPLY WITH AMERICANNATIONAL STANDARD "ADA" ICC/ANSI A-177.1 - 20122. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOTREQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCEREQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAXIMUM.
3. COORDINATE KEYING REQUIREMENTS w/ OWNER
101 (N) H.C. STEEL (N) 3'-0" x 6'-8" (N) HM103A
105
103B (e) 3'-0" x 6'-8" (N) 3'-4" x 6'-8"
(e) 3'-0" x 6'-8" (e) 1 3/4"
(e) HM(N) HM
(e) WD106A
107
(e) WD
(N) P-(N) P-
(e) WD
100B (N) ALUM. (N) 3'-0" x 6'-8" (N) ALUM.100A (N) ALUM. (N) 3'-0" x 6'-8" (N) ALUM.
104 (e) 3'-0" x 6'-8" (e) WD(e) WD
100A
100B
103A
106A
107
106B
105
104
108109
110
111
101
103B
108109110111
106B (e) HM (e) 3'-0" x 6'-8" (e) 3'-0" x 6'-8"
(e) 2'-10" x 6'-8"
(N) 3'-0" x 6'-8" (R) 2'-10" x 6'-8"
(e) 3'-0" x 6'-8"
(e) 1 3/4"(e) 1 3/4"(e) 1 3/4"
(N) 1 3/4"(e) 1 3/4"
(e) ALUM. (e) ALUM.
(e) H.C. STEEL(e) WD
(N) ALUM. (N) ALUM.(e) H.C. STEEL (e) HM
(N) PREFIN(N) PREFIN
(N) P-(N) P-(N) P-
(e) P-
(N) P-
(e) ST. W.(e) ST. W.
(N) PREFIN
(e) P-
(N) P-
BZBZ
(e) ST. W.(e) ST. W.
PREFIN(e) C.ANO
(N) CLOSET
100B
6'-6
1
2
"
3'-9
3
4
"6
'-2
1
2
"
3'-6"
6'-8
1
2
"
(e)D.F.
48"x48"x4" TH.
CONC LANDING
EXIST ASPHALT
EXIST ASPHALT
5'-0" 7'-9" 5'-0"
6'-9
"2
'-3
"
1'-8"
6'-0"
18'-11
1
2
"
8'-1
0
1
4
"2
'-2
1
4
"
11
'-0
1
2
"
12'-11
1
4
" 2'-2
1
4
"
15'-1
1
2
"
4
1
2
"
5'-1
0"
4'-1
0"
DRAWERS
DRAWERS
CASH
DRAWER
CABINET
CABINET
(
O
P
E
N
)
(
O
P
E
N
)
(
O
P
E
N
)
(
O
P
E
N
)
(
O
P
E
N
)
TALL
SHELVES
1
A.501
EXIST LAWN
EXIST LAWN
EXIST LANDSCAPINGEXIST LANDSCAPING
(e)A/C
(e)A/C (e)A/C
HH
II
AA
AA
II
HH
NEW WORK NOTES
AA
EE
ZZ
DD
HH
MILLWORK - SEE INTERIOR ELEVATIONS
II
FF
NEW SINK, FAUCET, PROVIDE GARBAGE DISPOSAL w/ SINGLE USE
GFI, PROVIDE ZOELLER 105-0001 LAUNDRY PUMP PACKAGE w/ SUMP
PUMP OR APPROVED EQUAL, ROUTE NEW CONCEALED DRAIN PIPE
ABOVE EXIST CEILING TO NEARBY EXIST DRAIN
GG
ALIGN FINISH FACE OF NEW AND EXIST WALL, TYP
JJ
EXIST TO REMAIN, TYP.
FIRE EXTINGUISHER
KK
B
F
F
E
E
DD
NEW FURNITURE / EQUIPMENT BY OWNER
RELOCATED LIBRARY STACKS, SHELVING, FIXTURES, RE-FURB,
PATCH & REPAIR AS REQ'D.
LOW ENERGY AUTOMATIC DOOR OPENER BUTTON, MOUNTING
POLE (WHERE REQ'D)
JJ
JJ
KK
NEW CONC. WALK, SEE DETAILS
A
C
C
AAAA
D
AA
II
FF
GG
GG
BB
KK
EE
JJ
BB
ALUMINUM STOREFRONT, INSULATED GLAZING, DOOR (WHERE SHOWN)
CC
CC
CONCRETE MASS POUR FROST SLAB, MIN 42" BELOW GRADE - SEE DETAILS
BB
AA
AA
CC
HH
AA
KK
FF
BB
?
WALL CONSTRUCTION TYPE LEGEND
-CONTRACTOR OPTION- INTERIOR LT. GA. MTL. FRAMING AND FURRING TO BE 20 GA. AT 16"
O.C. MAX. U.N.O.
GYP. BD. IN TOILET AND WET LOCATIONS TO BE MOISTURE RESISTANT (MR) TYPE GYP. BD.
INFILL PORTIONS OF NEW WALLS SHALL ALIGN w/ EXISTING WALLS & MATCH WALL
THICKNESS SO THAT FINISHED FACES ARE FLUSH, TYP
BLOCKING SHALL BE STANDARD WOOD SUCH AS FOR HANDRAILS, MILLWORK, CABINETS
AND WINDOW AND DOOR FRAMES
ALL DIMENSIONS ARE TO FACE OF NEW STUDS (ROUGH FRAMING), FACE OF MASONRY OR
FACE OF SHEATHING, FACE OF EXISTING FINISHED WALLS TO REMAIN, CENTERLINE OF
OPENINGS FOR DOORS AND WINDOWS, FINISHED FACE (FF) OF GYP. BD.
GENERAL NOTES:
5/8" GYP. BD. BOTH SIDES OF 3 1/2" WOOD FRAMING TO UNDERSIDE OF
JOIST
5/8" GYP BD ON 2" 'Z' FURRING @ 24" O.C. TO UNDERSIDE OF FINISHED
CEILING w/ 2" POLYISO RIGID INSULATION (R-13)
(e) STACKS
(e) STACKS
100C (N) 3'-0" x 6'-8" (N) RF(N) WD (N) P-(N) P-
(R) 1 3/4" (R) ALUM. (R) ALUM. (R) PREFIN(N) OFFICE LOCKSET
(N) STOREROOM LOCKSET(N) G
(N) MS
(e) F(N) MS
(e) MS(R) MS
(e) ST. W.(e) F(e) F(e) F(e) F(N) F(e) F
(e) 1 3/4"(N) 1 3/4"
(N) 1 3/4"
(N) 1 3/4"(N) 1 3/4"
(e) 1 3/4"
(N) 1 3/4"
(N) H.C. STEEL(e) H.C. STEEL
(N) F
100C
(N) CLOSER, PANIC HARDWARE SET, VIF SIZE
(N) CLOSER, PANIC HARDWARE w/ ENTRANCE LOCK(N) PUSH / PULL / CLOSER
(N) STOREROOM LOCKSET, VIF SIZE
(N) PASSAGE LOCKSET
2
1
2
2 2
(N) AE
(N) 3(e) 1
(R) 3(N) 3(e) 1(e) 4
(N) 1(e) 1(N) 1
(e) 4(e) 4
(N) 2
(N) 3(N) G
(N) P-
(N) 3'-0" x 6'-8" (N) 1 3/4" (N) ALUM. (N) ALUM. (N) PREFIN(N) MS (N) 3
(R) PUSH / PULL / CLOSER
2
5/8" GYP. BD. BOTH SIDES OF 2x4 WOOD STUDS @ 16" O.C. TO UNDERSIDE OF
ACT GRID w/ UNFACED SOUND INSULATION. AND/OR WALL INFILL ALIGN NEW
GYP FACE TO EXIST FINISH FACE, TYP
1
HH
3
1
2
"
3
1
2
"
3
1
2
"
3
1
2
"
2"
2"
G
2'-6
"
2'-6
"
5'-7
3
4
"
5'-7
3
4
"
(e) 1'-0"
2"3
1
2
"
(R) C.ANO
2'-2
"
4'-0" 2'-2"
E
Q
E
Q
(N) C.ANO
(e) ST. W.
(N) C.ANO
E
Q
E
Q
4'-3
"1
'-6
"4
'-3
"1
'-6
"
3'-1
1
1
2
"
1'-6
"7
'-8
" V
IF
1'-6
"
4'-1
1
2
"
10
"
27'-1
1
2
" 4'-0
3
4
" 12'-1
1
2
"4'-11
1
2
"
3'-0"
(e)FURN(e)FURN
(e)E.P
(e)WH
(e)M.S.
SEE SHEET A.201 FOR STOREFRONT FRAME TYPES
A.201
3
(e) CLOSER, PANIC
CCCCCCCCCC
BB
(N)BOOK
RETURN
1
A.502
2
A.301
AutoCAD SHX TextG3
AutoCAD SHX TextG3
AutoCAD SHX TextG3
AutoCAD SHX TextG1
AutoCAD SHX TextG1
AutoCAD SHX TextG1
AutoCAD SHX TextG2
AutoCAD SHX TextG1
AutoCAD SHX TextG1
AutoCAD SHX TextG2
AutoCAD SHX TextG1
AutoCAD SHX TextG3
AutoCAD SHX TextG3
AutoCAD SHX TextG3
AutoCAD SHX TextG2
-
(d
)
os
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T
LIB
RA
RY
M i l l i n
g t
o n
, M
i c
h i g
a n
A l t
e r
a t
i o
n o
f a
n d
A
d d
i t
i o
n t
o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.131
Reflected CeilingPlan
SCALE: 3/16" = 1'-0"
REFLECTED CEILING PLAN
A.131
1
NORTH
5'0 10' 20'
(e) ACT 9'-1"
(e) GYP 8'-0"
(e) GYP 8'-0"
(e) GYP 8'-0"
(e) ACT 9'-1" (e) ACT 9'-1"
(N) MEETING
ROOM
(N)DIRECTOR
OFFICE
(N) STAFF
OFFICE
(N) CHILDREN'S
ACTIVITY AREA
(N) STAFF
WORK AREA
(N) CIRC.
DESK
(e) MEN'S
(e) WOMEN'S
(e) UTILITY(e) UTILITY
(e) CHILDREN'S
AREA
102
103105
104
106
108109
110
111
(e) STACKS
101C
101D
101A
(N) VESTIBULE
100A
102A
102B
(N) STAFF
ROOM
107
101B
MATERIAL LEGEND
ROOM FINISH SCHEDULE
BASEAREA NUMBER FLOOR MAT.
WALLSNORTH SOUTH EAST WEST
PAINT MAT. PAINT MAT. PAINT MAT. PAINT
CEILING
MAT. PAINT
101A101B101C
(e)ACT-(N)GYP(N)GYP--
GYPGYP
(e)GYP(e)GYP
---
101D -(e)GYP
100B (N)GYPRB100A (N)GYPGYPGYPGYP-TILE TILE GYP - - -
MARK DESCRIPTION
CEILING KEY
MATERIAL HEIGHT A.F.F.
(N)ACT NEW / RELOCATED OR EXIST 2'x2' SUSPENDED
METAL T-GRID SYSTEM, w/ ACOUSTICAL TILES
NEW TO MATCH EXIST
(N)GYP 8'-0"
(e)GYP 8'-0"
(N)GYP 8'-5"
SOFFIT, SLOPED UP
EXIST SOFFIT, SLOPED UP
(N)EXT 7'-8"
(R) (R)
(R) (R)
(R)(R)
(N)GYP 9'-6"
(N)GYP 7'-9"SLOPED UP
CC
BB
BB
BB
NEW WORK NOTES
AA
CC
ZZ
BB INSTALL BLANK COVER AT REMOVED CEILING FAN BOX, TYP
DD
REPLACEMENT LIGHT FIXTURE
EXIST TO REMAIN, TYP.
(N) ACT 9'-1"
(N) ACT 9'-1"
(N)
(N)
PATCH / REPAIR GYP BD SOFFIT , PREP FOR NEW PAINT, ALTERNATIVELY NEW
LAYER OF GYP BD INSTALLED ON THE FACE, FINISH TO ADJACENT GYP BD SURFACE
DD
AA
103104105106
102
108109110111
107
(e)GYP(e)GYP(N)GYP (N)GYP
(e)GYP
CT / GYP
102A -(N)GYP- -
(e)GYP
(N)GYP
(e)ACT(e)ACT(e)ACT(e)ACT
(e)ACT(e)ACT(e)ACT(e)ACT(e)ACT(e)ACT
(e)ACT
(e)GYP - - - - -
(e)GYP (e)GYP
102B (N)GYP(N)GYP (N)GYP (N)GYP-(e)GYP(e)GYP(e)GYP
CT / GYP CT / GYP CT / GYPCT / GYP CT / GYP CT / GYP CT / GYP
(e)GYP (e)GYP (e)GYP (e)GYP(e)GYP(N)GYP(e)GYP(e)GYP
(N)GYP(N)GYP
(N)GYP(e)GYP(N)GYP(N)GYP
(N)GYP (e)GYP(e)GYP(e)GYP(e)GYP(e)GYP (e)GYP(e)GYP(e)GYP (N)GYP (N)GYP
P-WP-W
P-WP-W
-
-
1. COORDINATE ALL MECHANICAL, ELECTRICAL AND PLUMBING ITEMS RUNNING IN STRUCTURE TO PREVENT INTERFERENCE w/
EACH OTHER, MAINTAIN MAXIMUM CLEAR HEIGHT, LIGHTING LOCATION WILL BE MOST IMPORTANT.
2. PATCH AND REPAIR ALL DAMAGED AREAS TO MATCH ADJACENT NEW CONDITIONS.
3. MAJORITY OF DESIRED FIXTURES ARE SHOWN ON PLAN, DESIGN / BUILD ELECTRICAL CONTRACTOR TO PROVIDE ANY ADDITIONAL
INCIDENTAL FIXTURES REQUIRED BY CODE.
4. DESIGN / BUILD ELECTRICAL CONTRACTOR TO VERIFY LOCATIONS & FUNCTIONALITY OF EXIST BATTERY BACK-UP EGRESS LIGHT
FIXTURES, RE-LOCATE AND / OR ADD ADDITIONAL FIXTURES AS REQUIRED FOR NEW LAYOUT.
5. PROVIDE OCCUPANCY SENSORS PER CODE, INSTALLED PER MANUFACTURERS GUIDELINES.
6. DESIGN / BUILD MECHANICAL CONTRACTOR SHALL MODIFY EXISTING HVAC AS REQ'D TO PROVIDE A FULLY OPERATIONAL
HEATING COOLING SYSTEM ADEQUATELY SIZED TO COMFORTABLY HEAT AND COOL THE PREMISES.
7. SCHEMATIC LOCATIONS OF SUPPLY & RETURN GRILLES ARE SHOWN ON PLAN, MODIFY AS REQUIRED BY CODE AND FOR
FUNCTIONALITY.
GENERAL REFLECTED CEILING PLAN NOTES
(e) ACT 9'-1"
(e) ACT 9'-1"
(N)
(N) (N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
SYMBOL DESCRIPTION
CEILING SYMBOLS LEGEND
NEW OR EXIST EXIT SIGN, DIRECTION AS INDICATED
NEW EMERGENCY LIGHT w/ BATTERY BACK-UP POWER SUPPLY
RELOCATED 2'x4' LED LIGHT FIXTURE
NEW SUPPLY AIR GRILLE
(N)
OCCUPANCY SENSOR SWITCH, LEVITON R02-IPS02-1LW OR SIMILAR,
NEW & DEMO SWITCH
(N)
(N)
NEW (EATON APC7R OR EQUAL) EXIT SIGN / LIGHT w/ BATTERY
BACK-UP POWER SUPPLY, DIRECTION AS INDICATED
(N)
NEW (NATIONWIDE ILLUMINATION NI-6IN-RD-15W-3K 6" OR EQUAL)
LED DOWN LIGHT FIXTURE
(N)
(R)
(N)
FLOOR :CPT PDQ1 COLLECTION BY PATCRAFT, OR APPROVED EQUAL,
24"x24" CARPET TILES CONTRACTOR TO PROVIDE SAMPLESFOR COLOR SELECTION
LVP VINYL PLANK: TIMBER GROVE II 12 MIL BY PATCRAFT, ORAPPROVED EQUAL, CONTRACTOR TO PROVIDE SAMPLES FORCOLOR SELECTION
TILE 12"x12" PORCELAIN TILE w/ 1/8" GROUT JOINTS, OR APPROVED EQUAL, CONTRACTOR TO PROVIDE SAMPLES FORCOLOR SELECTION
BASE:RB RESILIENT BASE: 4" COVE, CONTRACTOR TO PROVIDE
SAMPLES FOR COLOR SELECTION
PAINT:P-1 - T.B.D. 1P-2 - T.B.D. 2P-W - FLAT WHITE CEILING PAINT
CEILING: ALL CEILING HEIGHTS GIVEN AS A.F.F.ACT - 2'x2' SUSPENDED, MATCH EXIST:
WALL:GYP NEW OR EXIST GYP BD, TAPE, MUD, PREP
FOR PAINT U.N.O.
INDICATES DIRECTION OF FLOORING GRAIN / PATTERN
CPTRBCPTRBCPTRBCPTRBCPT
RBCPTRBCPT
RBCPT
(e)VCT (e)(e)TILE(e)TILE
(e)(e)
(e)TILE (e)RBLVP
RBCPTRBCPT
RBLVP(e)VCT (e)
(N) CLOSET
100B
(N) GYP
NEW OR EXIST GYP. BD. DROP, SOFFIT OR CEILING.
(e)ACT
(e) GYP
(N) EXTEXTERIOR SOFFIT MATERIAL, SEE DETAILS
EE
PATCH / REPAIR MISSING PORTIONS OF CEILING GRID & ACOUSTICAL TILE TO MATCH
EXIST ADJACENT
EE
EE
EE
NEW LOW PROFILE +/-36" Ø LED DECORATIVE LIGHT FIXTURE
(N)
(e) ACT 9'-1" (e) ACT 9'-1"
(e) GYP 9'-6"
AutoCAD SHX TextOS
-
M I L L I N G T O N A R B E L A
D I S T R I C T L I B R A R Y
A
8'-1
0" V
IF
2'-0
"3
'-1
0"
3'-0
"
5'-4" VIF
B
7'-8
"
4'-8
"3
'-0
"
2'-9"
T
C
6'-8
"
7'-8
"
4'-8
"3
'-0
"
1'-10
1
2
" 1'-10
1
2
"
3'-0"
6'-9"
D
7'-0
"
2'-0
"
2'-0"
E
7'-0
"
3'-0
"
4'-0"
FA
7'-9
" V
IF
1'-4" VIF
T T T
TTT
T
T
G
6'-8
"
7'-8
"
4'-8
"3
'-0
"
1'-7
1
4
" 1'-7
1
4
"
3'-0"
6'-2
1
2
"
T T
TT
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T L
IBR
AR
Y
M i l l i n
g t
o n
,
M i c
h i g
a n
A l t
e r
a t
i o
n
o f
a n
d
A d
d i t
i o
n
t o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.201
ExteriorElevations
SCALE: 1/4" = 1'-0"
EAST ELEVATION
A.201
1
SCALE: 1/4" = 1'-0"
PARTIAL SOUTH ELEVATION
A.201
2
SCALE: 1/4" = 1'-0"
WEST ELEVATION
A.201
3
EXIST ELEVATION(EAST)
NOT TO SCALE
EXIST ELEVATION(SOUTH)
NOT TO SCALE
EXIST ELEVATION(NORTH)EXIST ELEVATION(NORTH)
NOT TO SCALE
EXIST ELEVATION(WEST)
VERTICAL METAL
SIDING w/ ASSOCIATED
TRIM, ACCESSORIES,
ETC. TYP
G1, ALUM STOREFRONT
SYSTEM, TYP
EXIST BRICK VENEER
TO REMAIN, TYP
1 1/2" Ø MTL. PIPE
HANDRAIL, PAINTED
HANDRAIL EXTENSION
EXIST "BROWN" METAL
ROOFING TO REMAIN
12'-4
1
4
"
1'-2"
ALUM STOREFRONT
SYSTEM, TYP
NOT TO SCALE
REMOVE EXIST WINDOW
SYSTEM, TYP
REMOVE AGGREGATE
PANEL, TYP
REMOVE HM DOOR,
FRAME & TRANSOM
REMOVE DECORATIVE
LETTERING
REMOVE PORTION OF
CONC WALKWAY
REMOVE EXIST ALUM
STOREFRONT SYSTEM ON
WEST & EAST ELEVATIONS
REMOVE EXIST CONC
WALKWAY
EXIST TO REMAIN
EXIST TO REMAIN
REMOVE EXIST
CONC SLAB
REMOVE PORTION
EXIST CONC CURB
NOT TO SCALE
EXIST TO REMAIN
REMOVE & PREP TO
REPLACE EXIST DOOR
& FRAME
REPLACE BUILDING MOUNTED
LIGHT w/ SIMILAR LED TYPE
3'-6"
VESTIBULE
ADDITION
4'-6"
COVERED ENTRY
OVERHANG
NEW "BROWN" METAL
ROOFING TO MATCH EXIST
REMOVE EXIST EIFS,
REPLACE w/ VERTICAL METAL
SIDING w/ ASSOCIATED TRIM,
ACCESSORIES, ETC. TYP
NEW OPENINGS,
ALUM STOREFRONT
SYSTEM, TYP
REPLACE BUILDING MOUNTED
LIGHT w/ SIMILAR LED TYPE
C
E
D B
F F
E
A
EXIST BRICK VENEER
TO REMAIN, TYP
4' 8'0 16' 4' 8'0 16'
4' 8'0 16'
12
3
12
3
12
(e) 3
12
(e) 3
NOTE: NEW 1" INSULATED GLAZING
PERFORMANCE SHALL BE SIMILAR TO:
P-EFC-17199
U: 0.282
SHGC: 0.333
VT: 0.598
SCALE: 1/4" = 1'-0"
STOREFRONT FRAME TYPES
TYP
MATCH EXIST
REMOVE EXIST DOORS,
GLAZING, FRAMES, REPLACE
w/ ALUM STOREFRONT SYSTEM
REMOVE EXIST GLAZING &
FRAME, REPLACE w/ ALUM
STOREFRONT SYSTEM, TYP
EXIST METAL ROOFING
& FASCIA TO REMAIN
REPLACE DOOR & FRAME IN
EXIST OPENING
11'-0"
2'-0
"
NEW NON-ILLUMINATED SIGN
REMOVE AGGREGATE PANEL,
NEW VERTICAL METAL SIDING
EXIST METAL ROOFING
& FASCIA TO REMAIN
NEW VERTICAL
METAL SIDING
EXIST BRICK VENEER
TO REMAIN, TYP
EXTERIOR FINISH SCHEDULE
METALS PANELS AND COPING
VERTICAL
SIDING
PAC-CLAD CONCEALED FASTENER 7" O.C. REVEAL WALL PANEL, VERTICAL SIDING,
24 GA. STEEL (STANDARD COLOR T.B.D.) w/ MATCHING ACCESSORIES, TRIM, COPING
OR APPROVED EQUAL
GLASS AND DOORS
G1
2" x 4 1/2", BRONZE ANODIZED ALUMINUM "451T" BY KAWNEER, TUBELITE, RAMCO OR APPROVED EQUAL, FLUSH GLAZED w/ CLEAR INSULATED GLASS,
TEMPERED WHERE REQ'D
D1
MEDIUM STYLE DOOR, BRONZE ANODIZED ALUMINUM BY TUBELITE, RAMCO OR APPROVED EQUAL, FLUSH GLAZED w/ CLEAR GLASS, TEMPERED. ALL
HARDWARE PROVIDED BY DOOR MANUFACTURER
DEDUCT ALTERNATE #1
METALS PANELS AND COPING
VERTICAL
SIDING
PREMIUM PRO-RIB EXPOSED FASTENER 9" O.C. RIB SPACING WALL PANEL, 36"
NOMINSL COVERAGE, VERTICAL SIDING, 28 GA. STEEL (STANDARD COLOR T.B.D.) w/
MATCHING ACCESSORIES, TRIM, COPING, OR APPROVED EQUAL
G1, TYP
D1, ALUM
STOREFRONT DOOR
w/ GLAZING
8"
-
(N) SLOPE
(N) S
LO
PE
1:48 MAX
1:1
2 M
AX
MASS POUR CONC
FROST SLAB
#5 RE-BAR @ 18" O.C. w/ MIN
6" EMBEDMENT (EPOXY) w/
MIN 2" COVER, TYP
EXIST CONC SLAB TO REMAIN
EXIST FOUNDATION TO REMAIN
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T L
IBR
AR
Y
M i l l i n
g t
o n
,
M i c
h i g
a n
A l t
e r
a t
i o
n
o f
a n
d
A d
d i t
i o
n
t o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
SCALE: 1/2" = 1'-0"
VESTIBULE SECTION
A.301
1
A.301
VestibuleSections
4" SLAB ON MIN 4" COMPACTED
EARTH
6x6 W1.4 x W1.4 W.W.F.
REINFORCING 2-3" DOWN
FROM TOP OF SLAB
1" INSUL. TINTED LOW 'E'
GLAZING IN ANOD. ALUM.
THERMAL STOREFRONT SYSTEM
MIN
.4
2" B
EL
OW
G
RA
DE
3'-0" MIN.
7'-5" 1'-2"1'-2"
3'-0
"
4" CONC. SLAB ON COMPACTED
FILL w/ TURNED DOWN EDGES
INTO 12" WIDE TRENCH
FOOTING MIN 42" DEEP
PATCH & REPAIR
GYP BD CEILING
NEW 5/8" GYP BD ON
2x4 CEILING JOISTS
INFILL SUSPENDED METAL
2'x2' T-GRID SYSTEM &
ACOUSTICAL TILES
NEW "BROWN" METAL ROOFING,
TO MATCH EXIST, ON
CONTINUOUS ICE & WATER
SHIELD ON 1/2" ROOF SHEATHING
ON ENGINEERED ROOF TRUSSES
@ 24" O.C., TYP
RECESSED LIGHT FIXTURE
METAL SIDING COMPLETE w/ ALL REQ'D
ACCESSORIES, INSTALLED PER
MANUFACTURER'S GUIDELINES, OVER
WEATHER BARRIER OVER 7/16" SHEATHING
3"x8"x3/8" STRUCTURAL STEEL
TUBE END WALL FRAMES & CROSS
BEAM, WELDED TO HSS POSTS
HSS 3x3x1/4
COLUMNS w/
BRAKE METAL
WRAP, w/ 4x8x1/2
BASE PLATE TYP
1 1/2" Ø MTL. PIPE
HANDRAIL, PAINTED
HANDRAIL EXTENSION
AUTOMATIC DOOR
OPENER BUTTON,
MOUNTING POLE
EXIST BRICK VENEER ON CMU TO REMAIN
1" INSUL. TINTED LOW 'E'
GLAZING IN ANOD. ALUM.
THERMAL STOREFRONT
SYSTEM
7'-8
"
8'-0
1
2
"
(2) 2x6 HEADER, TYP.
4' 8'0 6" 12"
1'-0"
1x6 FASCIA
BRAKE METAL WRAP ON 7/16" SHEATHING
7
1
2
"
SCALE: 1/2" = 1'-0"
VESTIBULE SECTION
A.301
2
4' 8'0 6" 12"
1'-6"
12
3
12
3
STRUCTURAL
CONNECTION TO BEAM
1x6 FASCIA
GRADE VARIES GRADE VARIES
(LANDSCAPING BED)
7'-9
1
2
"
8'-4
3
4
"
3'-8
1
4
"
AUTOMATIC DOOR
OPENER BUTTONS
BATT INSULATION, R-38
3"x8"x3/8" STRUCTURAL STEEL
TUBE END WALL FRAMES & CROSS
BEAM, MOMENT CONNECTION
WELDED TO HSS POSTS
4" CONC. SLAB ON COMPACTED
FILL w/ TURNED DOWN EDGES
INTO 12" WIDE TRENCH
FOOTING MIN 42" DEEP
MIN R-10 CONTINUOUS RIGID
INSULATION.
2'-0
" M
IN
C
1
G
8"
HE
EL
H
T.
-
NN
N
N
N
NN N
NN N
NNNN
NN
NN
N
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATIONS
A.501
A
SCALE: 1/2" = 1'-0"
ENLARGED PLAN
A.501
1
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T L
IBR
AR
Y
M i l l i n
g t
o n
,
M i c
h i g
a n
A l t
e r
a t
i o
n
o f
a n
d
A d
d i t
i o
n
t o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.501
Enlarged Plans& InteriorElevations
NORTH
2'-6
"2
'-8
"2
'-6
"
7'-8
"
2'-0" 2'-0" 3'-0" 2'-0" 2'-0"
P.LAM COUNTERTOP
AND BACKSPLASH, TYP
P.LAM UPPER
CABINETS w/ (2) ADJ.
SHELVES, TYP
FULL HEIGHT P.LAM
CABINETS w/ ADJ SHELVES
BASE
(N) STAFF
WORK AREA
(N) CIRC.
DESK
102A
102A
A.501
B
STAFF WORK AREA
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATIONS
A.501
B
STAFF WORK AREA
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATIONS / SECTION
A.501
C
STAFF WORK AREA
A.501
C
A.501
A
3'-6
"
7'-8
"
2'-2
1
4
" 2'-1
1
2
"
3'-0"
2'-2
1
4
"2'-1
1
2
"
2'-1
1
4
"2
'-0
3
4
"3
'-9
1
4
"
5'-0
"
2'-1
1
1
4
"
P.LAM OPEN w/ (2)
ADJ. SHELVES, TYP
2'-2" 3'-6"
3
1
4
"
2'-0"
2'-0" 2'-0"2"
3'-4
"
A.502
D
2'-0" 2'-0" 2"
5'-0"
2'-11
1
4
"
COPIER/
PRINTER
DRAWERSCABINET
3
0
"
H
T
D
E
S
K
(
O
P
E
N
B
E
L
O
W
)
TALL
SHELVES
4
2
"
H
T
T
O
P
(
A
D
J
.
S
H
E
L
V
E
S
B
E
L
O
W
)
B
O
O
K
R
E
T
U
R
N
3
4
"
H
T
R
E
L
O
C
A
T
E
D
G
R
A
N
I
T
E
T
O
P
(
C
A
B
I
N
E
T
B
E
L
O
W
)
C
A
S
H
D
R
A
W
E
R
3
0
"
H
T
P
.
L
A
M
D
E
S
K
(
O
P
E
N
B
E
L
O
W
)
4
2
"
H
T
R
E
L
O
C
A
T
E
D
G
R
A
N
I
T
E
T
O
P
(
O
P
E
N
B
E
L
O
W
)
DRAWERS
3
0
"
H
T
P
.
L
A
M
D
E
S
K
(
O
P
E
N
B
E
L
O
W
)
3'-6
"1
'-8
"3
'-4
"
1'-8
"
5'-2
"3
'-4
"
P. LAM ANGLED
SUPPORT BRACKET
P.LAM COUNTERTOP
AND BACKSPLASH, TYP
5/8" GYP BD ON EXIST ROOF
FRAMING TO REMAIN w/ CLOSED
CELLSPRAY FOAM INSULATION
3'-2
1
2
"5
'-8
1
2
"
2'-9
"
8'-9
3
4
"2
'-2
1
4
"
1
1
2
"
2'-5"
2
1
2
"
8" 2'-1"
12'-0"
1'-1
1
2
"
2'-9"
3"
4
1
2
" 2'-1
1
2
"
1
1
2
" 4
1
2
" 1'-9
1
2
"
2
1
2
"
3'-1
1
2
"5
'-5
1
2
"
5'-7
"
1
'
-
41
2
"
8
"
6"
2'-2
1
4
"
15'-10
1
2
"
11
'-8
"
1"
1'-9
"
4
1
2
"
6"
2"
2'-8
1
2
"4
'-1
1
2
"
4
1
2
"
1
1
2
"
1
1
2
"
2'-0"
1
1
2
"
1'-3
"2
'-9
"
1
1
2
"
1'-3
"2
'-1
0"
2'-1
1
2
"
6"
1"
1'-9
"
4
1
2
"
6'-1
0"
2'-0"
3'-8
1
2
"
2'-0"3'-8"3"
1
1
2
"
1'-11"
2
1
2
"
2'-3"
1
1
2
"
10
1
4
"
8"
5'-5
1
4
"
1'-1
0
1
2
"
1'-4
"
2'-0
"
1
1
2
"
2'-1
1
2
"5
'-9
3
4
"
11'-6"
32
1
/2
" T
AL
L W
AL
L2
8 1
/2
" T
AL
L W
AL
L
3
'
-
1
"
1'-5
1
4
"
40 1/2" TALL WALL
28 1/2"
TALL WALL
2
8
1
/
2
"
T
A
L
L
W
A
L
L
A.502
E
A.502
F
A.502
G
A.502
H
-
N
NNNN
NN
NN
N
COPIER
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T L
IBR
AR
Y
M i l l i n
g t
o n
,
M i c
h i g
a n
A l t
e r
a t
i o
n
o f
a n
d
A d
d i t
i o
n
t o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.502
Enlarged Plans& InteriorElevations
SCALE: 1/2" = 1'-0"
CIRCULATION DESK PLAN
A.502
1
NORTH
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATIONS
A.502
F
CIRCULATION DESK
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATIONS
A.502
G
CIRCULATION DESK
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATIONS
A.502
H
CIRCULATION DESK
P.LAM BASE CABINET
w/ (1) ADJ. SHELF
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATION
A.502
D
CIRCULATION DESK
1
1
2
"
3'-0"
RELOCATED GRANITE
TOP (BOOK RETURN)
NEW P. LAM DESK AND
UPPER TOP
P.LAM BASE
(4) DRAWERS
RELOCATED GRANITE
TOP (STAFF COUNTER)
5'-6
1
2
"
1'-9"
4
1
2
"
NEW LOW WALL
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATION
A.502
E
CIRCULATION DESK
1
1
2
"2
'-4
1
2
"
1
1
4
"3
'-4
1
2
"
3'-1
1
2
"
1
1
2
"
3"
4"
1'-0
1
4
"1
'-0
1
4
"
6"
6"
2'-4
1
2
"
2'-6
"1
'-6
"
4'-0
"
1
1
2
"
2
1
2
"
2'-2
"4
"
2'-8
1
2
"
1'-2
"
1
1
4
"
2
1
2
"
2'-1
0"
4"
3'-4
1
2
"
6
1
4
"
2'-6
"1
'-6
"
4'-0
"
3"
2'-4
"3
"
3
1
4
"2'-4"
6
1
2
"
2'-4"
6
1
2
"
2'-4"
6
1
2
"
2'-4"3"
3
4
"
1
1
2
"2
'-4
3
4
"3
3
4
"
2'-1
0"
1
1
2
"1
'-4
1
2
"1
1
2
"2
'-4
1
2
"
1'-2
"
6
1
4
"1
1
4
"2
1
2
"
3'-2
"
3'-5
3
4
"
COPIER/
PRINTER
DRAWERSCABINET
B
O
O
K
R
E
T
U
R
N
3
4
"
H
T
R
E
L
O
C
A
T
E
D
G
R
A
N
I
T
E
T
O
P
(
C
A
B
I
N
E
T
B
E
L
O
W
)
C
A
S
H
D
R
A
W
E
R
3
0
"
H
T
P
.
L
A
M
D
E
S
K
(
O
P
E
N
B
E
L
O
W
)
4
2
"
H
T
R
E
L
O
C
A
T
E
D
G
R
A
N
I
T
E
T
O
P
(
O
P
E
N
B
E
L
O
W
)
DRAWERS
3
0
"
H
T
P
.
L
A
M
D
E
S
K
(
O
P
E
N
B
E
L
O
W
)
3'-2
1
2
"5
'-8
1
2
"
2'-9
"
8'-9
3
4
"2
'-2
1
4
"
1
1
2
"
2'-5"
2
1
2
"
8" 2'-1"
12'-0"
1'-1
1
2
"
2'-9"
3"
4
1
2
" 2'-1
1
2
"
1
1
2
" 4
1
2
" 1'-9
1
2
"
3'-1
1
2
"5
'-5
1
2
"
5'-7
"
1
'
-
41
2
"
8
"
6"11'-6"
2'-2
1
4
"
15'-10
1
2
"
11
'-8
"
1"
1'-9
"
4
1
2
"
6"
2"
2'-8
1
2
"4
'-1
1
2
"
4
1
2
"
1
1
2
"
1
1
2
"
2'-0"
1
1
2
"
1'-3
"2
'-9
"
1
1
2
"
1'-3
"2
'-1
0"
2'-1
1
2
"
6"
1"
1'-9
"
4
1
2
"
6'-1
0"
2'-0"
3'-8
1
2
"
2'-0"3'-8"3"
1
1
2
"
1'-11"
2
1
2
"
2'-3"
1
1
2
"
10
1
4
"
8"
5'-5
1
4
"
1'-1
0
1
2
"
1'-4
"
RELOCATED GRANITE
TOP (STAFF COUNTER)
NEW P. LAM DESK AND
UPPER TOP
P.LAM BASE
(4) DRAWERS
RELOCATED GRANITE
TOP (BOOK RETURN)
RELOCATED GRANITE
TOP (STAFF COUNTER)
RELOCATED GRANITE
TOP (BOOK RETURN)
NEW P. LAM DESK AND
UPPER TOP
RELOCATED GRANITE
TOP (STAFF COUNTER)
NEW P. LAM DESK AND UPPER TOP
(OPEN BELOW) (OPEN BELOW)
(OPEN BELOW)
(OPEN BELOW)
(OPEN BELOW)
NEW P. LAM DESK
AND UPPER TOP
GYP PAINTED
RESILIENT BASE
WOOD TRIM PAINTED
GYP PAINTED
RESILIENT BASE
1/2" FROSTED ACRYLIC
W/ POLISHED EDGES
1" Ø x 3/4" THICK
GYFORD STANDOFFS
WOOD TRIM PAINTED
GYP PAINTED
RESILIENT BASE
GYP PAINTED
2"
2"
32
1
/2
" T
AL
L W
AL
L
2'-1
0"
3'-5
3
4
"
3'-4
1
2
"
1
1
4
"
3'-5
3
4
"
6
1
4
"
2'-6
"1
'-6
"
4'-0
"
28
1
/2
" T
AL
L W
AL
L
3
'
-
1
"
1'-5
1
4
"
40 1/2" TALL WALL
28 1/2"
TALL WALL
2
8
1
/
2
"
T
A
L
L
W
A
L
L
A.502
D
A.502
E
A.502
F
A.502
G
A.502
H
-
3. CAST-IN-PLACE CONCRETE
A. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FORBUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. THE CONTRACTOR SHALL KEEP A COPYOF THE "FIELD REFERENCE MANUAL" (ACI-SP-15) CONTAINING THESE SPECIFICATIONS AND RELATED REFERENCE MATERIALIN THE PROJECT FIELD OFFICE AT ALL TIMES. (CAN BE OBTAINED FROM AMERICAN CONCRETE INSTITUTE, P.O. BOX 19150,DETROIT, MI 48219-0150).
B. THE FOLLOWING ITEMS ARE ADDITIONS, CHANGES, OR OMISSIONS TO THOSE SPECIFICATIONS AND GOVERN OVER THEM.ITEMS ARE NUMBERED ACCORDING TO RELATED CHAPTERS AND PARAGRAPH NUMBER OF ACI-301.
MATERIALS FOR CONCRETE
2.1 TYPE I, II OR III (ASTM C150) CEMENTS MAY BE USED.
PROPORTIONING
3.2 ALL CONCRETE FOR FOOTINGS AND SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI AT 28 DAYS.
CONCRETE FOR EXTERIOR WALKS, CURBS, AND APRONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL CONTAIN ENTRAINED AIR PER TABLE 3.4.1.
3.4.1 CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN ENTRAINED AIR AS PER TABLE 3.4.1. THE MAXIMUM WATERCEMENT RATIO SHALL BE 5-1/2 GALLONS OF WATER PER SACK OF CEMENT, FOR CONCRETE EXPOSED TO THEWEATHER.
3.7.1 NO ADMIXTURE CONTAINING CALCIUM CHLORIDE SHALL BE USED WITHOUT WRITTEN PERMISSION FROM THESTRUCTURAL ENGINEER.
3.8 THE PROPORTIONING OF CONCRETE MIXES SHALL BE IN ACCORDANCE WITH METHOD 1 OR METHOD 2. A MINIMUMCEMENT CONTENT OF 5 SACKS PER YARD IS TO BE USED.
FORMWORK
4.1.3 EARTH CUTS MAY BE USED AS FORMS FOR VERTICAL SURFACES PROVIDING THE SIDES OF THE CUTS ARE STABLEENOUGH TO CONTAIN THE CONCRETE WITHOUT CONTAMINATION.
REINFORCEMENT
5.2.1 REINFORCING STEEL EXCEPT FOR TIES AND STIRRUPS SHALL BE NEW BILLET STOCK CONFORMING TO ASTM A-615GRADE 60. REINFORCING STEEL FOR TIES AND STIRRUPS SHALL CONFORM TO ASTM A-615 GRADE 60.
CONCRETE SLABS ON GRADE SHALL HAVE MESH REINFORCEMENT INDICATED; WHERE SUCH REINFORCEMENT ISNOT SHOWN ON DRAWINGS, PROVIDE 6" X 6" W1.4 X W1.4 WELDED WIRE MESH. PLACE MESH REINFORCEMENT INTHE TOP 1/3 OF THE SLAB, WITH MESH LAPPED AND WIRED TOGETHER AT ITS JOINTS.
6.4 BOLTS, NUTS, AND WASHERS AS PER "SPECIFICATIONS FOR LOW-CARBON STEEL EXTERNALLY AND INTERNALLYTHREADED STANDARD FASTENERS." (ASTM A-307).
STRUCTURAL STEEL - STRUCTURAL STEEL INSERTS PER ASTM A-36.
VARIOUS OTHER INSERTS - THE DAYTON SURE GRIP AND SHORE CO. PRODUCTS, 721 RICHARD STREET,MIAMISBURG, OHIO 45342; HECKMAN BUILDING PRODUCTS, INC., 4018 WEST LAKE STREET, CHICAGO, IL 60624.
IF ANY OF THESE INSERTS ARE TO BE EXPOSED TO THE ELEMENTS AFTER COMPLETION OF THE CONSTRUCTION,THEY ARE TO BE GALVANIZED AS PER ASTM A-153.
1000 GENERAL REQUIREMENTS
SPECIFICATIONS
GENERAL
6000 CARPENTRY
INTERIOR
LUMBER SHALL CONFORM TO AMERICAN LUMBER STANDARDS, BEAR GRADE AND TRADEMARK OFMANUFACTURER'S ASSOCIATION UNDER WHICH PRODUCED AND MILL IDENTIFICATION.
FIT CARPENTRY WORK TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. CORRELATELOCATION OF FURRING, NAILERS, BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO ALLOW PROPERATTACHMENT OF OTHER WORK.
NAILERS, INTERIOR BLOCKING, GROUNDS, BUCKS SHALL BE UTILITY OR BETTER GRADE SOUTHERN PINE ORDOUGLAS FIR.
PROVIDE AND INSTALL ALL ITEMS OF ROUGH HARDWARE NECESSARY FOR A COMPLETE INSTALLATION OF WORKSHOWN ON DRAWINGS AND/OR SPECIFIED HEREIN. ROUGH HARDWARE SHALL INCLUDE NAILS, BOLTS ANDANCHORS FOR ATTACHING CARPENTRY MATERIALS TO CONCRETE OR MASONRY EXCEPT AS THOSE FASTENINGSARE REGULARLY FURNISHED WITH EQUIPMENT AND MATERIALS SPECIFIED UNDER ANOTHER SECTION.
PLYWOOD FOR INTERIOR ROUGH CARPENTRY SHALL BE C-D INTERIOR APA IN THICKNESS SHOWN ON DRAWINGS,SPECIES TO BE SELECTED ACCORDINGLY.
PLYWOOD FOR FINISH CARPENTRY SHALL BE BIRCH PLYWOOD AT LEAST 3/4" THICK, EDGED.
CASEWORK IN BUILDING SHALL SATISFY "CUSTOM GRADE" REQUIREMENTS OF AWI "SPECIFICATIONS", EXCEPT ASOTHERWISE SHOWN. COUNTERTOPS SHALL HAVE HIGH DENSITY PARTICLEBOARD CORE, WITH FINISH MATERIALAS SELECTED BY ARCHITECT WITH BACKSPLASH 2" HIGH AT BACK AND SIDE WALLS. COUNTERTOPS SHALL HAVECUTOUTS FOR GROMMETS WHERE INDICATED. CASEWORK SHALL BE SHOP ASSEMBLED AS FAR AS PRACTICABLEAND DELIVERED READY FOR ERECTION.
FINISH TRIM, CAPS AND MOLDINGS AS CALLED FOR ON THE DRAWINGS OR AS REQUIRED SHALL SHALL BE PINE.
PROVIDE NECESSARY PROTECTIONS FOR FINISH WORK AS DIRECTED AND MAINTAIN SUCH PROTECTIONS UNTILFINAL ACCEPTANCE OF BUILDING UNLESS OTHERWISE DIRECTED.
PROVIDE WOOD BLOCKING OF NOMINAL 2 INCH THICKNESS FOR COUNTERTOPS, CABINETS, SHELVING,EQUIPMENT, ETC.
ALL MEMBERS SHALL BE ACCURATELY CUT AND FITTED INTO THE RESPECTIVE LOCATIONS PLUMB, SQUARE,LEVEL AND TRUE TO LINE, PERMANENTLY SECURED IN PROPER POSITION WITH LAG SCREWS, BOLTS OR OTHERFASTENINGS AND FITTINGS AS DETAILED OR HEREIN SPECIFIED TO RENDER THE SAME, SUBSTANTIAL AND RIGID.ALL BEARINGS SHALL BE ACCURATELY SQUARE CUT.
CABINETS AND OTHER MILLWORK SHALL BE ERECTED AND SECURELY ANCHORED IN PLACE IN PLUMB AND LEVELPOSITIONS, USING FINISHING MOLDINGS AND FILLER PIECES AS NECESSARY TO FIT THE CABINETS TO THEWALLS.
FINISH WOODWORK OF EVERY NATURE SHALL BE SMOOTHLY DRESSED PRIOR TO ERECTION, FINISH SHALL BEFREE FROM OPEN JOINTS, HAMMER AND MACHINE MARKS, AND OTHER STRUCTURAL DEFECTS AND SURFACEBLEMISHES.
WHEREVER PRACTICABLE, THE MEANS OF FASTENING THE VARIOUS PARTS AND MEMBERS TOGETHER SHALL BECONCEALED, AND WHERE SURFACE NAILING IS UNAVOIDABLE, THE NAILS SHALL BE NEATLY SET FOR PUTTYSTOPPING. NAILING THROUGH THE FINISH SURFACE OF PLASTIC LAMINATED ITEMS IS NOT ACCEPTABLE.
CLEANUP - THE CONTRACTOR SHALL SUPPLY LABOR ON ITEMS RELATED TO THE WORK INCLUDING THEUNLOADING OF MATERIAL AND THE DISPOSING OF, OFF SITE, ALL PACKAGING MATERIALS AND DEBRIS.
A.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
4. EXECUTION
A. ALL TOPSOIL WITHIN THE LIMITS OF BUILDING LINES, UNDER ASPHALT PAVING, CONCRETE PAVING, WALKSAND TERRACES, IN AREAS OF 4" OR MORE OF FILL, AND IN ALL AREAS OF CUT SHALL BE STRIPPED, REMOVEDAND STOCKPILED ON THE SITE FOR RE-USE. TOPSOIL WILL BE CONSIDERED TO BE ALL LOAM AND SIMILARORGANIC NATURED SOIL. PRIOR TO STRIPPING, WEEDS AND OTHER SMALL VEGETATION SHALL BE REMOVEDBY MOWING AND RAKING. SHORT STUBBLE AND SOD SHALL BE REMOVED AS PART OF THE TOPSOIL, AND BEBURIED IN THE STOCKPILE. ROOTS OVER 3/4" DIAMETER SHALL BE REMOVED FROM THE TOPSOIL.
B. BURIED TOPSOIL SHALL BE REMOVED IN ITS ENTIRETY FROM THE PLANNED BUILDING AREA AND PAVEMENTAREAS. ANY OTHER OBVIOUSLY OBJECTIONABLE MATERIAL SHALL BE REMOVED AND THE SUBGRADETHOROUGHLY PROOF-COMPACTED WITH HEAVY RUBBER TIRED EQUIPMENT. IF DURING THEPROOF-COMPACTION OPERATIONS AREAS ARE FOUND WHERE THE SOILS YIELD EXCESSIVELY, THE YIELDINGMATERIALS SHALL BE SCARIFIED, DRIED AND RECOMPACTED OR REMOVED AND REPLACED WITH ENGINEEREDFILL MEETING THE REQUIREMENTS OUTLINED IN SECTION 3A OF THE SPECIFICATIONS.
5. FIELD QUALITY CONTROL
A. AN INDEPENDENT TESTING AGENCY SHALL PERFORM THE FOLLOWING SERVICES FOR THE GENERALCONTRACTOR, WHICH WILL BE REVIEWED BY ARCHITECT:
1. CONDUCT MODIFIED PROCTOR DRY DENSITY TESTS BY THE STANDARD MOISTURE DENSITY RELATIONSHIP TESTASTM D1557. WITHIN BUILDING LINES AND WITHIN 18" OF PROPOSED TOP OF PAVEMENT, COMPACTION SHALL BEAT LEAST 95%, OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90%.
2. CONDUCT PENETRATION TESTS OF SOIL AT FOOTING BOTTOMS. MINIMUM SOIL BEARING CAPACITIES ASSUMED TOBE 2,500 PSF. ANY CHANGE IN STRATA SHALL REQUIRE NEW TESTS.
1. GENERAL
A. ITEMS INCLUDED IN THIS SECTION BUT NOT LIMITED TO THE FOLLOWING:
STRIPPING AND STOCKPILING OF TOPSOILPREPARATION OF SUBGRADE FOR PAVING AND CONCRETE WORKROUGH GRADING IN PREPARATION FOR LANDSCAPE WORKFILL UNDER SLABS ON GRADEFOUNDATION EXCAVATIONSDEMOLITIONTESTING AS REQUIRED
2. JOB CONDITIONS
A. EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREAS OF WORK. IF UTILITIES ARE TOREMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK OPERATIONS. SHOULDUNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION,CONSULT THE ARCHITECT OR GENERAL CONTRACTOR IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURES.COOPERATE WITH OWNER AND UTILITY COMPANIES IN KEEPING RESPECTIVE SERVICES AND FACILITIES INOPERATION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE UTILITY OWNER.
B. PERMITS, REGULATIONS, INSPECTIONS:
1. CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS.
2. CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND ALL AGENCIES HAVING JURISDICTION OVER THEWORK OF THIS SECTION.
3. EARTHWORK OPERATIONS AND INSTALLATION SHALL ABIDE BY SOIL EROSION AND SEDIMENTATION CONTROLPLAN FOR THIS DEVELOPMENT AS APPROVED BY ENFORCEMENT AGENCY HAVING JURISDICTION OVER THISSITE. SUCH CONTROL PLAN SHALL BE IN ACCORDANCE WITH PART 17 OF THE GENERAL RULES OF THE WATERRESOURCES COMMISSION OF THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES UNDER THE SOILEROSION AND SEDIMENTATION CONTROL ACT (ACT NO. 347 OF THE PUBLIC ACTS OF 1972 WITH ALL CURRENTAMENDMENTS). THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE SET OF THE DOCUMENTS FORMINGTHIS SOIL EROSION AND SEDIMENTATION CONTROL PLAN FOR THIS DEVELOPMENT.
3. MATERIALS
A. NEW FILL DEPOSITED WITHIN THE BUILDING LINES SHALL BE BANK RUN SAND OR GRAVEL OR SELECT SANDFREE OF ORGANIC MATERIALS AND OTHER DELETERIOUS SUBSTANCES. FILL SHALL CONTAIN NOROCKS OR LUMPS LARGER THAN 3" IN DIAMETER. ACCEPTABLE SAND AND GRAVEL SHALL BE SIMILAR TOCLASS I AND CLASS II GRANULAR MATERIAL SPECIFIED IN SECTION 8.02.06 OF "1996 STANDARDSPECIFICATIONS FOR CONSTRUCTION" PUBLISHED BY THE MICHIGAN DEPARTMENT OF TRANSPORTATION(MDOT).
B. EXCAVATED MATERIALS SUITABLE FOR EXTERIOR BACKFILLING SHALL BE FREE OF VEGETATION, ROOTS,BROKEN MASONRY, RUBBISH, DEBRIS, FROZEN MATERIALS, AND LUMPS OR CLODS EXCEEDING 3" INDIAMETER.
2000 SITE WORK
SECTION 2B - LANDSCAPE WORK
1. MATERIALS
A. TOPSOIL SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPE WORK. IF QUANTITY OF STOCKPILED TOPSOIL ISINSUFFICIENT, PROVIDE ADDITIONAL TOPSOIL AS REQUIRED TO COMPLETE LANDSCAPE WORK.
2. PATCH & REPAIR DAMAGED LANDSCAPE AREAS TO MATCH ADJACENT CONDITIONS
3. LANDSCAPE CONTRACTOR TO SUBMIT DESIGN WITH CONSTRUCTION BUDGET TO OWNER FOR APPROVAL FOR LOWMAINTENANCE SHRUBBERY AREAS ADJACENT TO NEW PATIO AND PARKING LOT
SECTION 3A - CAST-IN-PLACE CONCRETE
1. GENERAL
A. ITEMS INCLUDED BUT NOT LIMITED TO THE FOLLOWING:
FOOTINGS AND FOUNDATIONSSLABS ON GRADEFURNISHING AND INSTALLATION OF REINFORCING STEEL MATERIAL AND WELDED WIRE FABRIC.FURNISHING AND INSTALLATION OF ALL NECESSARY ACCESSORIES.SITE CONCRETEFORMWORKTESTING
2. SITE CONCRETE
A. MATERIALS - CONCRETE SHALL CONFORM TO 3A-03, CAST-IN-PLACE CONCRETE.
B. EXECUTION
1. WALKS, CURBS AND ALL OTHER CONCRETE WORK SHALL BE AS INDICATED ON THE DRAWINGS.
2. ALL CONCRETE WALKS SHALL BE OF THE WIDTH AS INDICATED ON THE DRAWINGS. CONCRETE WALKS SHALL HAVE TOOLEDJOINTS SPACED EQUAL TO THE WALK WIDTH BUT NOT MORE THAN FIVE FEET WITH EXPANSION JOINTS LOCATED AT EACHFOURTH JOINT. CONCRETE SHALL HAVE A LIGHT BROOM FINISH ACROSS THE WIDTH.
3. EXTERIOR WALKS AND SLABS SHALL BE INSTALLED OVER A MINIMUM OF 4" OF COMPACTED BANK RUN SAND OR GRAVEL.SUBBASE BELOW GRANULAR FILL SHALL BE WELL COMPACTED BEFORE FILL IS PLACED.
3000 CONCRETEPATCHING FORMED CONCRETE
3000 CONCRETEPATCHING FORMED CONCRETE
PLACING
8.1 PLACING OF CONCRETE SHALL NOT BE STARTED UNTIL THE ARCHITECT OR HIS REPRESENTATIVE REVIEWS THEREINFORCING, EMBEDDED ITEMS AND OPENINGS. ADEQUATE NOTICE SHALL BE GIVEN FOR THIS REVIEW. THISDOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES.
8.3 MAXIMUM SIZE OF VIBRATOR SHALL BE 1-1/2".
FINISHING OF FORMED SURFACES
10.2.2 ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE SMOOTH FORM FINISH.
10.3 REQUIRED RUBBED FINISH SHALL BE AS PER 11.3.2 GROUT CLEANED FINISH.
SLABS
11.7 SURFACES SHALL BE FORMED AND TEXTURED AS SHOWN ON THE DRAWINGS. UNLESS OTHERWISE NOTED,FLOORS ARE TO RECEIVE A TROWEL FINISH.
TESTING
BY THE GENERAL CONTRACTOR
16.2 AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ARCHITECT SHALL PROVIDE FOR THE SERVICES OFSECTIONS 16.3 AND 16.4 FOR ALL CONCRETE. THE GENERAL CONTRACTOR SHALL PAY FOR THESE SERVICES.
16.3 THREE (3) TEST SPECIMENS SHALL BE MADE FOR EACH TEST. ONE SPECIMEN SHALL BE TESTED AT 7 DAYS, ANDTWO AT 28 DAYS. THE GENERAL CONTRACTOR SHALL PROVIDE FIELD STORAGE FACILITIES FOR STORING TESTCYLINDERS AS PER ASTM C31-69 PRIOR TO BEING TAKEN TO THE LABORATORY. THE TESTING LABORATORY ISRESPONSIBLE FOR PROPER HANDLING, AND DELIVERY TO THE LABORATORY OF THE CYLINDERS. THE TESTINGLABORATORY SHALL PREPARE ALL TEST SPECIMENS. ONE SET OF TEST SPECIMENS SHALL BE MADE FOR EACHONE HUNDRED (100) CUBIC YARDS OR FRACTION THEREOF OF A GIVEN CONCRETE MIX PLACED IN ANY ONE DAY.
16.6 TWO (2) COPIES OF ALL CONCRETE TESTS SHALL BE SUBMITTED TO THE CONTRACTOR. ONE COPY SHALL BESENT DIRECTLY TO THE ARCHITECT. BY THE SUBCONTRACTORS
16.2 THE SUBCONTRACTORS SHALL PROVIDE AND PAY FOR THE SERVICE UNDER SECTIONS 16.5 AND 16.7.
16.7 THE SUBCONTRACTOR SHALL, AT THE TIME A CONTRACT IS AWARDED TO HIM, SUBMIT THE DESIGN MIXES TO THEARCHITECT TWO WEEKS OR MORE BEFORE THE WORK IS BEGUN; NO WORK WILL BE PLACED PRIOR TO WRITTENAPPROVAL OF MIXES.
TESTING OF CONCRETE IN PLACE
17.3 CORE TESTS AS IN 17.3.2 OF ACI-301 AND/OR WINDSOR PROBE SYSTEM ARE ALLOWED METHODS OF TESTINGCONCRETE IN PLACE.
4. MATERIALS
A. FILL UNDER SLABS ON GRADE - MATERIAL SHALL BE BANK RUN SAND OR GRAVEL OR CRUSHED STONE. THICKNESS SHALLBE A MINIMUM OF 4". SUBMIT SAMPLES FOR APPROVAL BY THE GENERAL CONTRACTOR.
B. EXPANSION JOINT FILLER - MATERIAL AS REQUIRED SHALL BE 1/2" THICK PRE-MOLDED ASPHALT IMPREGNATEDFIBER-BOARD, WIDTH AS REQUIRED, UNLESS OTHERWISE SHOWN ON PLAN.
4000 MASONRYA. PATCH, REPAIR AND FILL ALL HOLES AND DAMAGED OR STAINED AREAS OF EXISTING BRICK AND
CONCRETE BLOCK.
2 MATERIALS
A. STRUCTURAL SHAPES, PLATES, BARS, TUBES, ETC., SHALL MEET ASTM A36, "STRUCTURAL STEEL," AS GOVERNED BYASTM "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, SHEET PILING AND BARS FORSTRUCTURAL USE."
B. STEEL PIPE SHALL BE WELDED STEEL, STANDARD WEIGHT (UNLESS OTHERWISE INDICATED) SATISFYING ASTM A53,"WELDED AND SEAMLESS STEEL PIPE," TYPES E OR S, GRADE B.
C. PRIMER PAINT SHALL BE RUST-INHIBITING TYPE AS MANUFACTURED BY TNEMEC CO. ("99 METAL PRIMER") ORRUST-OLEUM CORP. ("M70-7615 STRUCTURAL PRIMER"). PRIMER FOR GALVANIZED STEEL SHALL BE AS MANUFACTUREDBY TNEMEC CO. ("89 TNEMEC-GRIP") OR RUST-OLEUM CORP. ("GALVINOLEUM 3268 RED"). PRIME COAT ALL WORK.
3 FABRICATION
A. FABRICATE STRUCTURAL STEEL MEMBERS TO DIMENSIONS, WEIGHTS AND ARRANGEMENTS SHOWN ON DRAWINGS,WITH FRAMING ACCORDING TO DETAIL DRAWINGS. SUBSTITUTIONS MAY BE MADE USING STRUCTURAL STEEL MEMBERSOF WEIGHTS AND DIMENSIONS DIFFERING FROM THOSE SHOWN IF NO CHANGE IS MADE IN ARCHITECTURAL DESIGNAND IF SUBSTITUTED SECTIONS ARE AT LEAST EQUAL TO THE ORIGINAL DESIGN IN STRENGTH AND STABILITY ASAPPROVED BY THE STRUCTURAL ENGINEER.
B. SHOP CONNECTIONS SHALL BE WELDED EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. WHERE FIELD SPLICES ARE TOBE HIGH-TENSION BOLTED, AND IF REQUIRED BY DESIGN STRESSES, INCREASE SECTION OF MEMBERS AT SPLICE POINTTO COMPENSATE FOR BOLT HOLES.
C. PROVIDE HOLES AND CUTTING REQUIRED FOR CONNECTION OF PASSAGE OF WORK OF OTHER SECTIONS OFSPECIFICATIONS WHERE INDICATED OR REQUIRED BY CONDITIONS. ALL HOLES AND CUTTING SHALL BE SUBJECT TOTHE STRUCTURAL ENGINEER'S APPROVAL.
D. SHOP PAINT ALL STEELWORK ADJOINING EXTERIOR WALLS USING PRIMER COAT IN MINIMUM DRY FILM THICKNESS OF 2MILS. BEFORE PAINTING, USE WIRE BRUSH TO REMOVE LOOSE MILL SCALE, RUST, DIRT, SOIL, ETC. USE SOLVENTS TOCLEAN SURFACES OF HEAVY DEPOSITS OF OIL OR GREASE.
4 INSTALLATION
A. STRUCTURAL AND MISCELLANEOUS METAL:
1. ERECT INDIVIDUAL MEMBERS OF FRAMING SO THAT DEVIATION FROM PLUMB, LEVEL OR ALIGNMENT SHALL NOTEXCEED 1 TO 500 EXCEPT THAT THE DISPLACEMENT OF CENTERLINE OF EXTERIOR COLUMNS FROM ESTABLISHEDCOLUMN LINE SHALL NOT BE MORE THAN 1 INCH INWARD, NOR 2 INCHES AWAY FROM THE BUILDING LINE.
2. WHERE MASONRY IS EXPOSED TO VIEW, ALL STEEL BEAM FLANGES, PLATES, RELIEVING ANGLES, ETC., OCCURRINGIN HORIZONTAL JOINTS SHALL BE KEPT BACK FROM FACE PLANE OF MASONRY AT LEAST 3/4 INCH UNLESSDIMENSIONED OTHERWISE ON DRAWINGS.
3. ALL EXPOSED FIELD CONNECTIONS SHALL BE WELDED AND GROUND SMOOTH WITH SPATTER REMOVED. JOINTSOR HOLES IN EXPOSED MEMBERS SHALL HAVE CONTINUOUS WELD SEALS GROUND SMOOTH WITH SPATTERREMOVED. WELDED FIELD SPLICES SHALL BE DETAILED AND EXECUTED TO DEVELOP AT LEAST 125 PER CENT OFTHE DESIGN LOAD IN CONNECTED MEMBERS. WELD BEAMS TO BEARING PLATES WHERE SEATED ON MASONRY.FIELD WELDING OF REINFORCING STEEL SHALL COMPLY WITH AWS D12.1.
4. UNLESS OTHERWISE INDICATED, FIELD CONNECTION OF UNEXPOSED WORK MAY BE MADE WITH HIGH-TENSIONBOLTS IN LIEU OF FIELD WELDING. USE OF HIGH-TENSION BOLTS SHALL MEET THE RESEARCH COUNCIL"SPECIFICATIONS FOR STRUCTURAL JOINTS". ASSEMBLE BOLTS WITH HARDENED WASHERS. FOR BOLT SIZESLISTED, TIGHTEN NUTS TO GIVE THE FOLLOWING BOLT TENSION VALUES (IN POUNDS): FOR 3/4 INCH BOLT, 28,000;FOR 7/8", 39,000; FOR 1 INCH, 51,000; FOR 1-1/4 INCH, 71,000.
H. STEEL GUARDRAIL / HANDRAIL
5. FABRICATE FROM STEEL SECTIONS AS INDICATED ON THE DRAWINGS.
6. ALL JOISTS SHALL BE WELDED AND GROUND SMOOTH.
7. RAILING SHALL BE COMPLETELY PREFINISHED WITH A PRIME COAT FINISH BY FABRICATOR.
8. COMPONENTSRAILS: 1-1/2" DIAMETER STEEL PIPE. SPACING OF COMPONENTS SHALL CONFORM TO THE DRAWINGS
SECTION 5A - MISCELLANEOUS METAL AND STRUCTURAL STEEL
1 GENERAL
A. ITEMS INCLUDED BUT NOT LIMITED TO THE FOLLOWING:
STRUCTURAL STEELSTEEL HANDRAILS
B. SUBMITTALS: SHOP DRAWINGS WILL BE REQUIRED IN ACCORDANCE WITH THE GENERAL CONDITIONS. VERIFYMEASUREMENTS IN FIELD SO THAT WORK WILL BE FABRICATED TO FIT JOB CONDITIONS. AT THE PROPER TIME SUBMITNECESSARY TEMPLATES AND PATTERNS TO GUIDE THE WORK OF MASONRY AND OTHER SECTIONS OF THESPECIFICATIONS FOR LOCATING MEANS OF ANCHORAGE. DO NOT COMMENCE FABRICATION UNTIL REVIEWED SHOPDRAWINGS HAVE BEEN REVIEWED AND RETURNED BY THE ARCHITECT.
5000 METALS
SECTION 5A - MISCELLANEOUS METAL AND STRUCTURAL STEEL
5000 METALS
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T
LIB
RA
RY
M i l l i n
g t
o n
, M
i c
h i g
a n
A l t
e r
a t
i o
n o
f a
n d
A
d d
i t
i o
n t
o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.901
Specifications
SEE ALSO MILLINGTON ARBELA DISTRICT LIBRARY SPECIFICATION MANUAL,PREPARED BY EXPRESSIVE ARCHITECTURE, LLC
1.
(CONTINUED) (CONTINUED)
-
7000 THERMAL AND MOISTURE PROTECTION
CAULKING AND SEALANTS
GENERALALL ITEMS DESCRIBED BELOW TO BE CAULKED AND SEALED.
INTERIOR: ALL DOOR FRAMES, PERIMETERS OF WINDOWS, INTERIOR CONTROL JOINTS, ALL JOINTS ATBUTTING OF DISSIMILAR MATERIALS.
MATERIALSJOINTS EXPOSED TO EXTERIOR - COLOR TO MATCH ADJACENT MATERIALS. MAXIMUM JOINT SIZE SHALLNOT EXCEED 3/4" WIDE AND 2" DEEP. MANUFACTURERS: DOW CORNING (#790), GENERAL ELECTRIC(SILPRUF AND SILGLAZE).
INTERIOR JOINTS - LATEX BASED, COLORS TO MATCH FINISHED SURFACES. PECORA CORPORATION(AC-20 AND DYNATROL); TREMCO (ACRYLIC LATEX).
JOINT BACKING - OPEN CELL NONSTAINING POLYETHYLENE IN ROUND OR SQUARE SHAPE. SIZE AS PERCAULKING MANUFACTURER'S RECOMMENDATIONS FOR THE TYPE AND SIZE OF JOINTS.
SECONDARY JOINT BACKING - ALL JOINTS IN CONTROL JOINTS SHALL BE FILLED PRIOR TO CAULKINGWITH A COMPRESSIVE POLYURETHANE FOAM STRIP SATURATED WITH POLYBUTULENE SIMILAR TOPOLY-TITE AS MADE BY THE SANDELL MANUFACTURING INC., CAMBRIDGE, MASS.; OR NEOPRENEGASKET AND TUBULAR SEAL AS MANUFACTURED BY WILLIAMS PRODUCTS, INC. 1750 MAPLELAWN BLVD.,TROY, MICHIGAN 48084, OR PROGRESS UNLIMITED, INC., 369 LEXINGTON AVE., NEW YORK, NEW YORK10017.
EXECUTIONPREPARATION - SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. THOROUGHLY CLEAN JOINTS DRY,FREE OF DUST, OIL, GREASE OR LOOSE MORTAR. SURFACES WITH PROTECTIVE COATINGS SHALL BEWIPED WITH XYLOL. FINAL DEPTH OF JOINT AFTER BACKING IS PLACED SHALL BE AS PERRECOMMENDATIONS.
APPLICATION - SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. SEALANT SHALL BE GUN APPLIED,THROUGH A NOZZLE OPENING OF SUCH A DIAMETER SO THAT THE FULL BEAD OF SEALANT COMPLETELYFILLS THE JOINT. JOINT SHALL BE TOOLED IMMEDIATELY TO INSURE CONTACT WITH INNER FACES ANDFLUSH SURFACE. REMOVE ALL EXCESS AND SMEARS AS WORK PROGRESSES.
INSTALLATION OF SECONDARY JOINT BACKING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONSFOR THE INSTALLATION.
GUARANTEE - FURNISH A WRITTEN GUARANTEE WARRANTING ALL CAULKING AND SEALANTS TO REMAININ A SERVICEABLE, WATERTIGHT, ELASTIC AND ADHESIVE CONDITION, NOT STAINING OR INJURINGADJOINING MATERIALS, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE OFTHE BUILDING, AND TO MAKE GOOD WITHOUT EXPENSE TO THE OWNER ANY DEFECTS APPEARING INTHE WORK WITHIN THAT PERIOD.
A.1.
C.
B.
2.
1.
2.
3.
4.
1.
2.
3.
4.
SECTION 7A
FORMED METAL ROOF PANELS
EXPOSED-FASTENER, LAP-SEAM, METAL ROOF PANELSGENERAL: PROVIDE FACTORY-FORMED METAL ROOF PANELS DESIGNED TO BE INSTALLED BY LAPPING SIDEEDGES OF ADJACENT PANELS AND MECHANICALLY ATTACHING PANELS TO SUPPORTS USING EXPOSEDFASTENERS IN SIDE LAPS. INCLUDE ACCESSORIES REQUIRED FOR WEATHERTIGHT INSTALLATION.
MATCH PROFILE, COLOR, THICKNESS, ETC. OF EXISTING LIBRARY ROOF THAT WAS RECENTLY INSTALLED.
SELF-ADHERING, HIGH-TEMPERATURE UNDERLAYMENT: PROVIDE SELF-ADHERING, COLD-APPLIED, SHEETUNDERLAYMENT, OF MANUFACTURER'S RECOMMENDED TYPE REQUIRED FOR APPLICATION.
PANEL ACCESSORIES: PROVIDE COMPONENTS REQUIRED FOR A COMPLETE, WEATHERTIGHT PANEL SYSTEMINCLUDING TRIM, COPINGS, FASCIAE, MULLIONS, SILLS, CORNER UNITS, CLIPS, FLASHINGS, SEALANTS,GASKETS, FILLERS, CLOSURE STRIPS, AND SIMILAR ITEMS. MATCH MATERIAL AND FINISH OF METAL PANELSUNLESS OTHERWISE INDICATED.
FLASHING AND TRIM: PROVIDE FLASHING AND TRIM FORMED FROM SAME MATERIAL AS METAL PANELS ASREQUIRED TO SEAL AGAINST WEATHER AND TO PROVIDE FINISHED APPEARANCE. LOCATIONS INCLUDE, BUTARE NOT LIMITED TO, EAVES, RAKES, CORNERS, BASES, FRAMED OPENINGS, RIDGES, FASCIAE, AND FILLERS.FINISH FLASHING AND TRIM WITH SAME FINISH SYSTEM AS ADJACENT METAL PANELS.
GUTTERS AND DOWNSPOUTS: FORMED FROM SAME MATERIAL AS ROOF PANELS ACCORDING TO SMACNA'S"ARCHITECTURAL SHEET METAL MANUAL." FINISH AND PROFILES TO MATCH EXISTING BUILDING
PANEL FASTENERS: SELF-TAPPING SCREWS DESIGNED TO WITHSTAND DESIGN LOADS. PROVIDE EXPOSEDFASTENERS WITH HEADS MATCHING COLOR OF METAL PANELS BY MEANS OF PLASTIC CAPS ORFACTORY-APPLIED COATING. PROVIDE EPDM OR PVC SEALING WASHERS FOR EXPOSED FASTENERS
PANEL SEALANTS: PROVIDE SEALANT TYPES RECOMMENDED BY MANUFACTURER THAT ARE COMPATIBLEWITH PANEL MATERIALS, ARE NONSTAINING, AND DO NOT DAMAGE PANEL FINISH.
A.
1.
SECTION 7B
3.
7.
6.
5.
4.
2.
STEEL SIDING
STEEL SIDING (SEE BUILDING ELEVATION DRAWINGS FOR STANDARD AND DEDUCT ALTERNATE TYPES):FORMED PRODUCT, VERTICAL PATTERN, IN CONTINUOUS LENGTHS WITHOUT END JOINTS, MADE FROMGALVANIZED STEEL COMPLYING WITH ASTM A 653/A 653M.
COLORS: CONTRACTOR TO SUBMIT SAMPLES FROM MANUFACTURER'S FULL RANGE OF COLORS FOR OWNER /ARCHITECT SELECTION
SIDING ACCESSORIES, GENERAL: PROVIDE STARTER STRIPS, EDGE TRIM, OUTSIDE AND INSIDE CORNER CAPS,AND OTHER ITEMS AS RECOMMENDED BY SIDING MANUFACTURER FOR BUILDING CONFIGURATION.PROVIDE ACCESSORIES MATCHING COLOR AND TEXTURE OF ADJACENT SIDING UNLESS OTHERWISEINDICATED.
FLASHING: PROVIDE FLASHING AT WINDOW AND DOOR HEADS AND WHERE INDICATED.
FASTENERS: FOR FASTENING TO WOOD, USE RIBBED BUGLE-HEAD SCREWS OF SUFFICIENT LENGTH TOPENETRATE A MINIMUM OF 1 INCH INTO SUBSTRATE. FOR FASTENING TO METAL, USE RIBBED BUGLE-HEADSCREWS OF SUFFICIENT LENGTH TO PENETRATE A MINIMUM OF 1/4 INCH, OR THREE SCREW-THREADS, INTOSUBSTRATE. FOR FASTENING GALVANIZED STEEL, USE HOT-DIP GALVANIZED-STEEL FASTENERS. WHEREFASTENERS ARE EXPOSED TO VIEW, USE PREFINISHED GALVANIZED-STEEL FASTENERS IN COLOR TO MATCHITEM BEING FASTENED.
INSTALLATION GENERAL: COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONSAPPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED UNLESS MORE STRINGENT REQUIREMENTS APPLY
A.
1.
SECTION 7C
3.
5.
4.
2.
THERMAL INSULATION
POLYISOCYANURATE FOAM-PLASTIC BOARD
POLYISOCYANURATE BOARD INSULATION WITH FACERS BOTH SIDES: RIGID CELLULAR FOAM, COMPLYINGWITH ASTM C1289; TYPE I, ALUMINUM FOIL BOTH FACES; CLASS 2, GLASS FIBER-REINFORCED CORE.BASIS OF DESIGN:
a. DOW CHEMICAL COMPANY; THERMAX™ SHEATHING: WWW.DOWBUILDINGSOLUTIONS.COM.b. -OR- APPROVED EQUAL
FLAME SPREAD INDEX (FSI): CLASS A - 0 TO 25, WHEN TESTED IN ACCORDANCE WITH ASTM E84.SMOKE DEVELOPED INDEX (SDI): 450 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E84.FRONT & BACK FACER: 1.0 MIL SMOOTH ALUMINUM.BOARD SIZE: 48 BY 96 INCH (1220 BY 2440 MM).BOARD THICKNESS: 2 INCHBOARD EDGES: SQUARE.
A.
1.
SECTION 7D
3.
5.4.
2.
6.7.
SPECIFICATIONSBATT INSULATION - GLASS-FIBER BLANKET
GLASS-FIBER BLANKET, KRAFT FACED : ASTM C 665, TYPE II (NONREFLECTIVE FACED), CLASS C (FACEDSURFACE NOT RATED FOR FLAME PROPAGATION); CATEGORY 1 (MEMBRANE IS A VAPOR BARRIER).
INSTALLATION, GENERALCOMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS ANDAPPLICATIONS.INSTALL INSULATION THAT IS UNDAMAGED, DRY, AND UNSOILED AND THAT HAS NOT BEEN LEFT EXPOSED TOICE, RAIN, OR SNOW AT ANY TIME.EXTEND INSULATION TO ENVELOP ENTIRE AREA TO BE INSULATED. FIT TIGHTLY AROUND OBSTRUCTIONS ANDFILL VOIDS WITH INSULATION. REMOVE PROJECTIONS THAT INTERFERE WITH PLACEMENT.PROVIDE SIZES TO FIT APPLICATIONS AND SELECTED FROM MANUFACTURER'S STANDARD THICKNESSES,WIDTHS, AND LENGTHS. APPLY SINGLE LAYER OF INSULATION UNITS UNLESS MULTIPLE LAYERS AREOTHERWISE SHOWN OR REQUIRED TO MAKE UP TOTAL THICKNESS OR TO ACHIEVE R-VALUE.
INSTALLATION OF INSULATION IN FRAMED CONSTRUCTIONBLANKET INSULATION: INSTALL IN CAVITIES FORMED BY FRAMING MEMBERS ACCORDING TO THE FOLLOWINGREQUIREMENTS:USE INSULATION WIDTHS AND LENGTHS THAT FILL THE CAVITIES FORMED BY FRAMING MEMBERS. IF MORETHAN ONE LENGTH IS REQUIRED TO FILL THE CAVITIES, PROVIDE LENGTHS THAT WILL PRODUCE A SNUG FITBETWEEN ENDS.PLACE INSULATION IN CAVITIES FORMED BY FRAMING MEMBERS TO PRODUCE A FRICTION FIT BETWEENEDGES OF INSULATION AND ADJOINING FRAMING MEMBERS.
A.
1.
SECTION 7E
3.
4.
2.
B.
C.
1.
2.
FOAMED IN PLACE INSULATION
CLOSED-CELL SPRAY POLYURETHANE FOAM
CLOSED-CELL SPRAY POLYURETHANE FOAM: ASTM C 1029, TYPE II, MINIMUM DENSITY OF 2.0 LB/CU. FT. ANDMINIMUM AGED R-VALUE AT 1-INCH (25.4-MM) THICKNESS OF R-6.4.
SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84; TESTING BY A QUALIFIED TESTING AGENCY.IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY.
a. FLAME-SPREAD INDEX: 25 OR LESS.
b. SMOKE-DEVELOPED INDEX: 450 OR LESS.
FIRE PROPAGATION CHARACTERISTICS: PASSES NFPA 285 TESTING AS PART OF AN APPROVED ASSEMBLY.
A.
1.
SECTION 7F
3.
2.
7000 THERMAL AND MOISTURE PROTECTION
8000 DOORS AND WINDOWS
PREFINISHED STEEL DOOR FRAMES
GENERAL: (SEE DOOR AND FRAME SCHEDULE ON DRAWINGS) FRAMES SHALL BE PREFINISHED TYPEDESIGNED FOR INSTALLATION AT ROUGH WALL OPENINGS OVER PREFINISHED WALLS. FRAMES SHALL BEDESIGNED FOR INSTALLATION BY SLEEVING THE FRAME OVER THE FINISH WALL AND PLACING SCREWSTHROUGH THE FACE OF THE FRAME; THEN THE CASING IS SNAPPED IN PLACE TO CONCEAL THEFASTENERS. AS MANUFACTURED BY DUNBARTON CORPORATION, OR APPROVED EQUAL
REDIFRAME FIXED THROAT X SERIES STEEL DOOR FRAME
FRAMES SHALL BE REDIFRAME ADJUSTABLE THROAT FX SERIES STEEL DOOR FRAME
FRAMES SHALL BE REDIFRAME SERIES PD HOLLOW METAL MASONRY FRAME:
FRAMES SHALL BE REDIFRAME DW HOLLOW METAL DRYWALL FRAME
METAL DOORS AND FRAMES
STEEL FOR HOLLOW METAL WORK SHALL BE COLD ROLLED, DOUBLE ANNEALED CONFORMING TO ASTMA366, STRETCHER LEVELED FOR DOORS.
HOLLOW METAL DOORS AND FRAMES - (SEE DOOR AND FRAME SCHEDULE ON DRAWINGS) OUTERSURFACE OF DOORS TO BE OF 18 GAUGE COLD ROLLED STEEL, FREE FROM DEFECTS. REINFORCEMENTAND CONSTRUCTION AS PER MANUFACTURER'S STANDARDS. DOORS SHALL BE PHOSPHATIZED ANDFURNISHED WITH A COAT OF RUST INHIBITING PAINT. DOORS SHALL CONFORM TO COMMERCIALSTANDARD CS-242. FRAMES SHALL BE DOUBLE RABBETED DESIGN OF DEPTH AND PROFILE ASINDICATED ON THE DRAWINGS. FRAMES SHALL BE FABRICATED OF 2" 16 GAUGE COLD ROLLED STEEL.FRAMES TO BE REINFORCED FOR HARDWARE AS CALLED FOR AND FINISHED SAME AS DOORS. PROVIDE2 RUBBER BUMPER SILENCERS PER HEAD AND THREE PER JAMB. PROVIDE SIX ANCHORS PER FRAMEFOR INSTALLATION IN MASONRY WALLS AND 8 ANCHORS PER FRAME FOR INSTALLATION IN STUD WALLS.
ALL REQUIRED FIRE-RATED DOORS ARE TO HAVE UNDERWRITERS LABORATORIES OR WARNOCKHERSHEY GOVERNING LABEL CERTIFYING DOOR CONSTRUCTION. ALL ACCOMPANYING FRAMES ARE TOALSO HAVE SAME GOVERNING LABEL CERTIFYING PERFORMANCE. NECESSARY LABEL REQUIREMENTSARE NOTED IN DOOR SCHEDULE.
PROVIDE DOORS PREPARED AND REINFORCED FOR HARDWARE AS CALLED FOR ON SCHEDULE. FRAMESTO HAVE PROVISIONS FOR HARDWARE AS INDICATED IN THE DOOR SCHEDULE.
HANG AND PLACE ALL HOLLOW METAL DOORS AND FRAMES IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS FOR TYPE OF CONSTRUCTION IN WHICH THEY ARE PLACED.
PLACE DOORS AND FRAMES PLUMB AND TRUE SO DOORS OPERATE FREELY.
RECEIVE FINISH HARDWARE ITEMS FROM THE HARDWARE SUPPLIER AND INSTALL IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.
2.
3.
4.
5.
6.
7.
1.
1.
2.
3.
4.
SECTION 8A
SECTION 8B
WOOD DOORS AND FRAMES
SOLID CORE WOOD DOORS (SEE DOOR AND FRAME SCHEDULE ON DRAWINGS). DOORS SHALL COMPLYWITH ANSI/AHA135.4-1982 AND NWWDA I.S. 1.1 -87, SEC. 3.7.3(B) AND BEAR LABEL CERTIFYINGCOMPLIANCE WITH STANDARD SPECIFIED.
PREHUNG WOOD FRAMES SHALL BE FABRICATED FROM 3/4" THICK WOOD TO MATCH EXISTING WITHPLANTED STOPS.
HANG AND PLACE ALL WOOD DOORS AND FRAMES IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS FOR TYPE OF CONSTRUCTION IN WHICH THEY ARE PLACED.
PLACE DOORS AND FRAMES PLUMB AND TRUE SO DOORS OPERATE FREELY. DOORS SHALL BE HUNGWITH A UNIFORM MARGIN OF AROUND FRAME AND SHALL FIT SNUG AGAINST RUBBER BUMPERS.
1.
2.
3.
4.
SECTION 8C
A.
FINISH HARDWARE
HARDWARE SCHEDULE (SEE DOOR AND FRAME SCHEDULE ON DRAWINGS) - ITEMS OF HARDWARE NOTSPECIFICALLY MENTIONED HEREIN, BUT OBVIOUSLY NECESSARY FOR THE COMPLETION OF THE WORKSHOWN ON THE DRAWINGS OR REQUIREMENT OF CODE, SHALL BE PROVIDED. SUCH ITEMS SHALL BEOF THE TYPE AND QUALITY SUITABLE FOR THE REQUIRED SERVICE AND COMPARABLE TO AND MATCHINGADJACENT HARDWARE.
SHOP DRAWINGS - PROVIDE 6 COPIES OF HARDWARE SCHEDULE AND SHOP DRAWINGS FOR ALLLOCKSETS AS INDICATED IN THESE SPECIFICATIONS AND AS ARE REQUIRED FOR COMPLETION OF THEWORK.
WHERE SIZE AND SHAPE OF MEMBERS IS SUCH AS TO PREVENT THE USE OF THE TYPE SPECIFIED,HARDWARE SHALL BE FURNISHED OF SUITABLE TYPE HAVING AS NEAR AS PRACTICAL THE SAMEOPERATION AND QUALITY INTENDED. SIZE SHALL BE ADEQUATE FOR REQUIRED SERVICE.
FINISH HARDWARE - MATERIAL SUPPLIED BY THE HARDWARE SUBCONTRACTOR AND INSTALLED BYCARPENTRY SUBCONTRACTOR. FURNISH ALL ACCESSORIES REQUIRED FOR COMPLETE WORK.
ALL HARDWARE SHALL CONFORM TO ANSI A-156.1, A-156-3 AND A-156.4, GRADE 2.
DOOR STOPS - PROVIDE DOOR MOUNTED DOOR STOPS WHERE REQUIRED.
U.L. RATINGS: IN ALL INSTANCES WHERE DOORS ARE REQUIRED TO BEAR U.L. RATINGS, THE HARDWARESHALL BE OF TYPE TO SUPPLY THE REQUIRED RATING.
1.
2.
3.
4.
5.
6.
7.
SECTION 8E
ALUMINUM DOORS AND FRAMES (STOREFRONT)
ALUMINUM FRAMED GLASS ENTRANCE DOORS, FRAMES, TRANSOMS, CURTAIN WALLS AND OTHER FIXEDWINDOW AREAS OF SIMILAR CONSTRUCTION AS DETAILED ON THE DRAWINGS. FRAMES SHALL BE THERMALBREAK TYPE.
SUBMIT SHOP DRAWINGS AND CATALOG CUTS SHOWING GENERAL ARRANGEMENT OF EACH ITEM, INCLUDINGDIMENSIONS, MATERIALS, FINISHES, LOCATION IN THE BUILDING AND DETAILS OF FABRICATION ANDERECTION. RELATE EACH ITEM TO ITS NUMBER IN THE DOOR SCHEDULE.
THICKNESS OF MATERIALS AND FINISHES SHALL CONFORM TO THE CURRENT STANDARDS OF THE AAMA ANDCURRENT APPLICABLE ASTM STANDARDS.
USE THE SPECIFIED PRODUCTS OF THE KAWNEER SYSTEMS, INC. CURTAINWALL FRAMES SHALL BE 451TSERIES WITH STRUCTURAL GLAZED VERTICAL MEMBERS. -OR APPROVED EQUAL-
ALUMINUM DOORS - MEDIUM STILE TYPE, KAWNEER SYSTEMS SERIES 350 WITH BRONZE ANODIZED FINISH INMANUFACTURER'S STANDARD DESIGN. MINIMUM WALL THICKNESS FOR EXTRUDED SECTIONS SHALL BE .125"NOMINAL. MORTISE AND REINFORCE ALL CORNERS. PROPERLY REINFORCE DOORS TO RECEIVE REQUIREDHARDWARE.
FRAMES FOR DOORS, WINDOWS AND SIDELIGHTS SHALL BE OF EXTRUDED ALUMINUM, FLUSH GLAZED TYPE,1-3/4" X 4-1/2" SECTIONS OF MANUFACTURER'S STANDARD DETAIL FOR THE APPLICATION INTENDED. MINIMUMWALL THICKNESS OF EXTRUSIONS SHALL BE .125".
MOLDING AND STOPS - ALL MOLDINGS FOR DOORS AND FRAMES SHALL BE THE SNAP-IN TYPE. MOLDINGS,TRIM AND STOPS SHALL BE .050" MINIMUM THICKNESS. GLASS STOPS SHALL HAVE INTEGRAL VINYL INSERTFOR PUTTYLESS GLAZING. DOOR STOPS SHALL HAVE BLACK POLY-PILE WEATHER STRIPPING.
FINISH - ALL EXPOSED SURFACES OF FRAMES, MOLDINGS AND STOPS SHALL HAVE AN BAKED ENAMEL
SECTION 8D
A.
1.
3.
2.
B.
1.
2.
FINISH - ALL EXPOSED SURFACES OF FRAMES, MOLDINGS AND STOPS SHALL HAVE AN BAKED ENAMELPAINTED OR ANODIZED FINISH CUSTOM COLOR. COLOR OF HORIZONTAL MEMBERS AND VERTICAL MEMBERSMAY BE DIFFERENT. COORDINATE FRAME COLORS WITH ARCHITECT.
HARDWARE - USE DOOR MANUFACTURER'S STANDARD TYPE AS REQUIRED FOR INTENDED USE. FINISHHARDWARE SHALL MATCH DOOR FINISH. ALUMINUM DOOR MANUFACTURER SHALL SUPPLY CONCEALEDCLOSERS, PIVOT HINGES, PANIC HARDWARE AND THRESHOLDS, CYLINDERS BY HARDWARE SUPPLIER.
ALL OPENINGS TO RECEIVE ALUMINUM DOORS, FRAMES AND SIDELIGHTS SHALL BE PREPARED PLUMB ANDTRUE, SIZE AND DETAILS AS REQUIRED FOR SPECIFIC INSTALLATION. FRAMES AND GLAZING SHALL BEINSTALLED AS PER MANUFACTURER'S INSTRUCTIONS.
ASSEMBLE AND ERECT FRAMES IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND MANUFACTURER'SDIRECTIONS. COMPLETED WORK SHALL BE PLUMB, LEVEL, IN ALIGNMENT AND SECURELY ANCHORED.
MEMBERS SHALL BE SO INSTALLED AS TO PERMIT SUFFICIENT LATERAL AND VERTICAL MOVEMENT WITHOUTDEFLECTION OR BUCKLING.
WHERE ALUMINUM COMES IN CONTACT WITH DISSIMILAR METALS, CONCRETE, STONE, PAINT, AND OTHERDISFIGURING MATERIALS, PAINT WITH ONE COAT OF ZINC CHROMATE PRIMER.
PROTECT FRAMES FROM DAMAGE DURING CONSTRUCTION. REMOVE ANY PROTECTIVE MATERIALS AND CLEANFRAMES AT COMPLETION OF PROJECT.
AT COMPLETION OF PROJECT, CHECK AND ADJUST ALL DOORS AND OPERATING VENTS AS REQUIRED TOOPERATE PROPERLY. DOORS SHALL BE HUNG WITH A UNIFORM MARGIN AROUND FRAME.
3.
5.
4.
6.
7.
8.
9.
10.
AUTOMATIC DOOR OPERATORS
GENERAL: PROVIDE OPERATORS OF SIZE RECOMMENDED BY MANUFACTURER FOR DOOR SIZE, WEIGHT, ANDMOVEMENT; FOR CONDITION OF EXPOSURE; AND FOR LONG-TERM, MAINTENANCE-FREE OPERATION UNDERNORMAL TRAFFIC LOAD FOR OCCUPANCY TYPE INDICATED; AND ACCORDING TO UL 325. COORDINATEOPERATOR MECHANISMS WITH DOOR OPERATION, HINGES, AND ACTIVATION AND SAFETY DEVICES.
SHOP DRAWINGS: FOR AUTOMATIC DOOR OPERATORS: INCLUDE PLANS, ELEVATIONS, SECTIONS, HARDWAREMOUNTING HEIGHTS, AND ATTACHMENT DETAILS. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROLWIRING.
LOW-ENERGY DOOR OPERATORS
STANDARD: BHMA A156.19.
PERFORMANCE REQUIREMENTS:
OPENING FORCE AND ENTRAPMENT-PREVENTION FORCE: PER CODE
CONFIGURATION: OPERATOR TO CONTROL SINGLE SWINGING DOOR, TRAFFIC PATTERN: TWO WAY. OPERATORMOUNTING: OVERHEAD SURFACE
OPERATION: POWER OPENING AND POWER-ASSISTED SPRING CLOSING. WHEN NOT IN AUTOMATIC MODE,DOOR OPERATOR SHALL FUNCTION AS MANUAL DOOR CLOSER, WITH OR WITHOUT ELECTRICAL POWER.
CONTROLS
GENERAL: PROVIDE CONTROLS ACCORDING TO BHMA STANDARDS FOR CONDITION OF EXPOSURE AND FORLONG-TERM, MAINTENANCE-FREE OPERATION UNDER NORMAL TRAFFIC LOAD FOR OCCUPANCY TYPEINDICATED. COORDINATE DEVICES WITH DOOR OPERATION AND DOOR OPERATOR MECHANISMS.
PUSH-PLATE SWITCH: MOMENTARY-CONTACT DOOR CONTROL SWITCH WITH FLAT PUSH-PLATEACTUATOR[ WITH CONTRASTING-COLORED, ENGRAVED MESSAGE.
CONFIGURATION: SQUARE PUSH PLATE WITH 4-BY-4-INCH JUNCTION BOX.
MOUNTING: AS INDICATED ON DRAWINGS AND REQUIRED BY SITE CONDITIONS
PUSH-PLATE MATERIAL: STAINLESS STEEL
MESSAGE: INTERNATIONAL SYMBOL OF ACCESSIBILITY AND "PUSH TO OPEN."
ELECTRICAL INTERLOCKS: UNLESS UNITS ARE EQUIPPED WITH SELF-PROTECTING DEVICES OR CIRCUITS,PROVIDE ELECTRICAL INTERLOCKS TO PREVENT ACTIVATION OF OPERATOR WHEN DOOR IS LOCKED,LATCHED, OR BOLTED.
INSTALLATION
GENERAL: INSTALL AUTOMATIC DOOR OPERATORS ACCORDING TO MANUFACTURER'S WRITTENINSTRUCTIONS AND CITED BHMA STANDARD FOR TYPE OF DOOR OPERATION AND DIRECTION OF PEDESTRIANTRAVEL, INCLUDING SIGNAGE, CONTROLS, WIRING, REMOTE POWER UNITS IF ANY, AND CONNECTION TOBUILDING'S POWER SUPPLY.
CONTROLS: INSTALL DEVICES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND CITED BHMASTANDARD FOR OPERATOR TYPE AND DIRECTION OF PEDESTRIAN TRAVEL.
SIGNAGE: APPLY ON BOTH SIDES OF EACH DOOR AS REQUIRED BY CITED BHMA STANDARD FOR TYPE OFDOOR OPERATOR AND DIRECTION OF PEDESTRIAN TRAVEL.
ADJUSTING: ADJUST AUTOMATIC DOOR OPERATORS TO FUNCTION SMOOTHLY AND FOR WEATHERTIGHTCLOSURE, AND LUBRICATE AS RECOMMENDED BY MANUFACTURER; COMPLY WITH REQUIREMENTS OFAPPLICABLE BHMA STANDARDS.
READJUST AUTOMATIC DOOR OPERATORS AND CONTROLS AFTER REPEATED OPERATION OF COMPLETEDINSTALLATION EQUIVALENT TO THREE DAYS' USE BY NORMAL TRAFFIC (100 TO 300 CYCLES).
DEMONSTRATION: ENGAGE FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'SMAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN AUTOMATIC DOOR OPERATORS.
SECTION 8F
A.
1.
3.
2.
4.
C.
B.
1.
2.
5.
3.
4.
5.
6.
7.
1.
2.
3.
4.
5.
6.
MIL
LIN
GT
ON
A
RB
ELA
D
IST
RIC
T
LIB
RA
RY
M i l l i n
g t
o n
, M
i c
h i g
a n
A l t
e r
a t
i o
n o
f a
n d
A
d d
i t
i o
n t
o
ISSUE / REVISION DATE
eA Project # 18.050
248.936.0026 ph
18620 W 10 Mile, #220Southfield, MI 48075
BIDDINGJune 20, 2019
8 5
3 0
D
e p
o t
S
t r
e e
t
A.902
Specifications
(CONTINUED)
SECTION 8D ALUMINUM DOORS AND FRAME (STOREFRONT) (CONTINUED)
-
PREPARATION
GENERAL: COMPLY WITH CRI'S "CRI