1 ADDN1 - Miller Diversified, Inc.

Transcription

THAYER FAMILY DEALERSHIPS
NEW TOYOTA DEALERSHIP
BOWLING GREEN, OHIO
PDG JOB NO. 6243-004
ADDENDUM NO. 1
OCTOBER 26, 2012
This addendum becomes a part of the plans and specifications for the indicated work and modifies them
only to the extent herein set forth.
Attachments:
Sketches:
New Dwgs. Issued:
Revised Dwgs. Issued:
SK-A1, SK-A2, SK-A3, SK-A4, SK-A5, SK-A6
A908
C002, C003, C007, S101, S102, S500, S501, A402,
A701, ES01, E101, E201, E300, E400
DOCUMENTS
1.
Document 00 0020 – Notice to Bidders
A.
REVISE bid guaranty note to read as follows:
“2.
A certified check, cashier’s check or letter of credit in favor of the Thayer Family
Dealerships, in the amount of ten percent (10%) of the bid. If the contract is
awarded a Contract Bond may be required, which is a one hundred percent
(100%) payment and performance bond, if accepted as part of Alternate No.G-1.”
DRAWINGS
1.
Sheet #C002 (Re-Issued)
A.
Refer to drawing for revisions.
2.
A.
3.
A.
4.
Sheet #S101 (Re-Issued)
A.
5.
A.
6.
A.
7.
A.
Page 1 of 5
8.
Sheet #A201 (Not Re-Issued)
A.
Delete “WATERTABLE” note from exterior elevations.
9.
Sheet #A402 (Re-Issued)
A.
10.
A.
Revise “CEMENTIOUS PARGING” note on detail B5 to read “WATER-BASED
EMULSIFIED-ASPHALT DAMPPROOF COATING (MFR.: HYDROCIDE 700, OR
APPROVED SIMILAR) ON SHEATHING 2’-0” AFF AND EXTEND 8” BFF.
11.
A.
Revise “CEMENTIOUS PARGING” note on details C4 and C3 to read “WATER-BASED
EMULSIFIED-ASPHALT DAMPPROOF COATING (MFR.: HYDROCIDE 700, OR
APPROVED SIMILAR) ON SHEATHING 2’-0” AFF AND EXTEND 8” BFF. Add note and
provide “MORTAR NET” to details C4 and C3.
12.
A.
Revise width of door 101B to read 10’-0”.
B.
Add note to remarks on door schedule for door #116A “PROVIDE VINYL “FROST”
GRAPHIC ON GLASS AND DOOR FROM 3’-0” AFF TO LOWER PORTION OF GLASS
(MFR.: 3M CRYSTAL DUST FILM OR APPROVED SIMILAR).
C.
Revise door type to C for doors #102A
D.
Revise door finish to paint* for doors 102A, 107A, 109A, 116A
E.
Revise door finish to ANNO
F.
Revise frame finish to paint* for doors 102A, 104a, 105A, 107A, 109A, 110A, 114A,
116A, 121A, 121B, and 122A
G.
Revise frame finish to receive kynar finish (*paint) in lieu of clear anodized finish for
frames F10, F11, F12, F14, F15, F16, F17 and F19
H.
Revise frame material to HM with painted finish for door 115A
I.
Revise remark of door 101B to read “COMBINATION GLASS BIFOLD (42”/42”) AND
PASSAGE DOOR (36”)”
J.
Revise door hardware set for doors 122A, 114A, 104A, 105A to “6”
K.
Revise door hardware set for doors 102A, 110A, to “7”
L.
Revise door hardware set for doors 107A, 109A, 116A to “8”
M.
Revise door hardware set for doors 121A, 121B, 123E, 123F, to “9”
N.
Revise door hardware set for doors 101B to “10”
13.
Sheet #A701 (Re-Issued)
A.
Add finish schedule to drawing.
14.
Sheet #ES01 (Re-Issued)
A.
15.
Sheet #E101 (Re-Issued)
A.
16.
A.
17.
A.
Page 2 of 5
18.
A.
SKETCHES
1.
Sketch SK-A1
A.
Refer to sketch for ceiling tile and casework specifications.
2.
Sketch SK-A2
A.
Refer to sketch for carpet tile specification.
3.
Sketch SK-A3
A.
Refer to sketch for metal panel specification.
4.
Sketch SK-A4
A.
5.
Sketch SK-A5
A.
6.
Sketch SK-A6
A.
Refer to sketch for hardware specification revisions.
QUESTIONS
Q.
A.
Q.
A.
Q.
A.
Q.
A.
Are there any soil borings and reports available for this project site? How close is the rock to the
surface in this area?
Soil borings have not been taken for this site. We believe at this time that the stratified bedrock
will not interfere with the placement of footings. However, removal of bedrock is normally
excluded from the contractor’s base contract. Verification of soil bearing capacities will be
confirmed by the owner’s testing agency.
Are there any requirements as to what has to be removed from the existing building and how it is
to be backfilled? Floor slab, foundations, footings, etc.
The existing Toyota building to be removed (including slab, foundations, footing) in its entirety. All
debris and unsuitable soils are to be removed from the site. All backfill to be suitable engineered
fill to provided and compacted to meet the specifications.
Please clarify as to where the existing sanitary sewer is and where the site contractor is to pick up
the line and run it to the new building?
We believe that the exact existing sanitary line location is unknown at this time. For the purpose
of bidding, we believe the existing sanitary is located approximately 60’ from the west side of the
existing building (that is to be removed) running north to south and approximately 60’ of the
existing building (that is to be removed) and running north to south.
The site General notes on page C005 say to provide 1" service form the existing 1" service with a
shut off in a curb box at the building. The plumbing page P101 says that there is to be a new 2"
waterline. Please clarify what is to be done.
Revise plumbing drawings to provide 1” line.
Page 3 of 5
Q.
A.
Q.
A.
Q.
A.
Q.
A.
Q.
A.
Q.
A.
What is to be done with the "Areas to be resurfaced and/or paved for grading purposes regular
duty?" Are we to remove the asphalt, remove the stone, regrade the sub base, restone, and
repave the area? Are we to install an overlay of asphalt? Please clarify so that everyone bids
accordingly.
Remove asphalt as required so pavement thickness and spec match the pavement profile on
sheet C006.
Who is to provide the refrigerator(?) in the Training/Break Room #110?
If GC, then what is the specifications.
The owner will provide the refrigerator.
Is there anything special about the exposed CMU? I can not find any details on what it is to be?
Is it just a standard hollow core 2" wide unit in standard color? What is the watertable noted at
the Portal Entry Element on the elevations page A201?
Provide penetrating sealer on color pigmented CMU veneer and mortar. Color to match T-2 on
the finish schedule.
Do you have any specifications for the signage, interior & exterior? Who is to provide the exterior
signage? Any restrictions on who can do it?
Exterior signage is provided by the owner and installed by the vendor. General Contractor is to
coordinate electrical connections and access panel quantity and locations with exterior sign
vendor. The existing to remain exterior site signage to be recruited per electrical drawings.
Provide new conduit and wiring to Van Camp Road entrance for future directional and secondary
brand sign per electrical drawings. Interior signage is supplied by the owner's vendor. There is no
restriction who can install the interior signage. For additional information, contact Trevor at
[email protected] or telephone 402-496-0030.
The schedule on this project seams to be very aggressive and some of the ACM panel installers
are unwilling to commit to a possible 16 week schedule.
They are telling me they need 10 weeks after measurement of actual walls to make and install the
ACM. Will there be any extension of the completion date?
Exclude the installation of this system from the schedule and state your proposed completion
date on these factors as a separate line item.
S101 shows the top of foundation at 96'8" and below the cut it says see architectural for
further details. Details on A302 then show top of foundation at 96. Which is correct?
Top of foundation to be 96’-8”.
Q.
A.
What is the vertical rebar spacing in the foundation for the CMU walls?
Vertical reinforcing are #5 bars spaced at a minimum of 24” c/c as shown on typical wall
foundation detail on Drawing S101.
Q.
A.
Will the below grade CMU need dry-block additive?
Yes. Provide dry-block cmu and mortar system to all masonry work.
Q.
A302 calls out for a metal drip flashing at the base of the CMU walls. The specs call out
for perm-a-barrier but this is not shown on the cut only the metal drip. Please clarify the
type and how they would like it installed.
Perm-a-barrier system not required, refer to note below.
A.
Q.
It calls out for a parge coat over the exterior grade sheathing. (will the mason install this
behind his CMU only and the metal panel contractor install this behind his metal
Page 4 of 5
A.
Q.
A.
panels?) (it looks like it extends up 1' into his metal panels) Will the masonry flashing
be sealed to the wall system with a termination bar and sealant or will the vapor barrier
extend down to cover this transition?
Provide dampproof coating (i.e. Hydrocide 700) in lieu of cementious parging on sheathing up 2’0” AFF. Dampproof coating to extend over prefinished metal flashing at base of finish floor and
extend 8” BFF. Building wrap to extend over flashing at base of ACM.
The building elevations indicate (GP-1) for the entry portal front and back, which we assume
stands for (Glass Panels). Is this by the signage vendor? If not, could you provide a basis for
design similar to what you did for the ACM panels shown on A201 to further clarify.
The entry portal is provided by the owner and installed by the general contractor. The design and
construction (i.e. glass panels, ACM, etc.) is provided by the vendor.
Q.
A.
Are there any Automatic door operators or Automatic sliding glass doors
No.
Q.
A.
Is the substitution request for YES45tTU and YCW750 approved?
Any substitutions for the aluminum storefront glazing system will have meet or exceed all
guidelines that are set forth for the Toyota program from Kawneer and approved from Toyota (i.e:
#14 clear anodized, 5-year finish warranty, etc.)
* * END OF ADDENDUM * * *
Page 5 of 5
A
D
E
F
G
H
J
FOUNDATION SHEET NOTES
K
122' - 6"
13' - 0"
1' - 6"
REINFORCING: CONCRETE SHALL INCLUDE FIBERMESH 950 AT 10 LB / CY BY
PROPEX CONCRETE SYSTEMS FIBER REINFORCING. COMPLY WITH THE
MANUFACTURER'S RECOMMENDATIONS.
CONCRETE APRON AND
STOOP, REFER TO TYPICAL
DETAILS ON SHEET A501
1' - 6"
F1
SPACE CRACK CONTROL JOINTS AT 12'-0" O.C. NOMINAL EACH WAY.
GROUT SOLID ALL CMU COURSES BELOW FINISH FLOOR.
9
11 5/8"
9
1' - 6"
1' - 6"
1' - 8"
PROVIDE 1/2" ISOLATION JOINT MATERIAL BETWEEN ALL FOUNDATION WALLS
AND FLOOR SLAB.
F1 = 1'-4" THK. x 6'-8" SQUARE FOOTING WITH (8) #5 BOTTOM BARS, EACH WAY,
TYP.
F1
F1
SEE ARCHITECTURAL PLANS FOR LOCATIONS OF INTERIOR WALLS AND OPENINGS.
F1
11 5/8"
REFER TO ARCHITECTURAL DRAWINGS FOR STEEL
BOLLARD LOCATIONS, SEE SHEET S501 FOR TYPICAL DETAIL
SLOPE 1/8"
PLF, TYP.
1' - 8"
1' - 8"
TRENCH DRAIN, REFER
TO TYPICAL DETAILS ON
SHEET A501
L3"x3"x1/4" WITH
1"x1" BAR
t
13' - 8"
1
6"
SLOPE 1/8"
PLF, TYP.
1
6"
(4) #5 BARS
CONTINUOUS
1' - 8"
F1
6"
1' - 4"
REINFORCING: 6 X 6 X W2.9 X W2.9 WELDED WIRE FABRIC (TOP)
7
TYPICAL TRENCH DRAIN DETAIL
11 5/8"
CONTROL JOINT, TYP.
8"
MIN. 1/8" / FT.
SLOPED BOTTOM
F1
1' - 8"
110' - 4"
F1
#4 BARS AT 12" O.C.
1' - 8"
12' - 7"
11 5/8"
6
8
1" TRENCH GALV.
STEEL GRATING WITH
1/4" BARS @ 1/2" C/C
4" NELSON STUD
F1
5' - 5"
27' - 10"
F1
21' - 8"
F1
50' - 6"
CONCRETE RAMP AND
LANDING, REFER TO
ARCHITECTURAL
DRAWINGS FOR
ADDITIONAL INFORMATION
11 5/8"
F1
11 5/8"
F1
1' - 6"
8
26' - 0"
24' - 6"
26' - 0"
1"X1" BAR
SCALE: 3/4" = 1'-0"
19' - 2"
14' - 4"
71' - 4"
BACK OF STUD
1' - 8"
CONCRETE APRON AND
STOOP, REFER TO TYPICAL
1/2" ISOLATION
JOINT, TYP.
REINF. CONCRETE FLOOR
SLAB, REFER TO
STRUCTURAL DRAWINGS
11 5/8"
F1
F1
F1
1/2" ANCHOR BOLTS
@ 4'-0" O.C., TYP.
REFER TO ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION
10" V.I.F.
CONCRETE SIDEWALK /
PAVEMENT, REFER TO
CIVIL DRAWINGS
FINISH FLOOR
5
5
ELEV = 100'-0"
2" CMU, RETURN
CMU TO WALL
46' - 10"
F1
CONCRETE STOOP,
REFER TO TYPICAL
GROUT SOLID ALL
CORES BELOW
GRADE, TYP.
26' - 2"
6" CMU, GROUTED
SOLID
12" CMU, GROUTED
BOND BEAM
5"
11 5/8"
13' - 4"
A
C
D
23' - 2"
D.8
E
GENERAL CONTRACTOR
TO VERIFY LOCATION
WITH PORTAL ENTRY
ELEMENT VENDOR
F
122' - 6"
H
3' - 6" MIN. BELOW GRADE
13' - 0"
12" CMU REINF.
FOUNDATION, GROUTED
SOLID
TOP OF FOUNDATION
AT ELEV. 96' - 8"
#5 BARS @
24" C/C, TYP.
30' - 6"
1' - 6"
#5 BARS, CONT.
2
1
FOUNDATIONS FOR PORTAL
ENTRY ELEMENT DESIGNED
AND ENGINGINEERD BY
OWNERS VENDOR,
FOUNDATIONS AND ANCHOR
EMBEDMENTS INSTALLED BY
GENERAL CONTRACTOR
(2) #5 BARS, CONT.,
INTO PIER
3
2' - 0"
2
1
6' - 8"
36' - 6"
GENERAL CONTRACTOR
TO VERIFY LOCATION
WITH PORTAL ENTRY
ELEMENT VENDOR
25' - 1"
1' - 6"
11 5/8"
1' - 2"
5"
F1
GROUT SOLID
1' - 6"
11 5/8"
F1
5' - 2"
1' - 8"
25' - 1"
11' - 8"
6' - 10"
4
11 5/8"
1' - 8"
CONCRETE STOOP,
REFER TO TYPICAL
6' - 0"
1' - 8"
11 5/8"
11 5/8"
1' - 8"
1'
0"- 4"
1' - 6"
F1
F1
1' - 4"
F1
F1
3
2" PERIMETER RIGID
INSULATION (VERT. TO
FTG.; 2' HORIZ.)
UNDISTURBED SOIL, OR
COMPACTED ENGINEERED
FILL ACCEPTABLE TO
ARCHITECT
11' - 8"
13' - 0"
1' - 6"
4
5' - 0"
3' - 8"
10' - 8"
26' - 2"
VAPOR BARRIER
F1
BOWLING GREEN,
19' - 0"
PLANNERS
OHIO 43402
19' - 9"
ENGINEERS
(419) 352-7537
4' - 3"
ARCHITECTS
1168 NORTH MAIN STREET
32' - 9"
THAYER TOYOTA DEALERSHIP
NORTH MAIN STREET / RT 25
BOWLING GREEN, OHIO 43402
29' - 3"
TYPICAL FLOOR SLAB: 6" THICK FLOOR SLAB OVER 15 MIL. VAPOR BARRIER
OVER 4" OF WELL COMPACTED CRUSHED STONE FILL.
#5 BARS , EACH WAY,
@ 12" C/C, TYP.
FOUNDATION
PLAN
1' - 6"
54' - 9"
POGGEMEYER DESIGN GROUP, INC.
TOP OF FINISHED FLOOR AT EL. 100'-0" (UNO)
67' - 9"
SEE PLAN
J
K
SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS
TYPICAL WALL FONDATION
DRAWN BY
CHECKED BY
DJK
SPS
REVISION
SCALE: 1 1/2" = 1'-0"
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
1
NO.
10/25/12
ADDENDUM NO.1
10/09/12
ISSUED FOR PERMITS AND BIDDING
DATE
DESCRIPTION
REVISION
© 2012 Poggemeyer Design Group
S101
OF
JOB NUMBER
6243-004
J
K
SEE ARCH PLANS FOR ADDITIONAL DIMENSIONS AND WALL LOCATIONS.
JOIST SPACING = SEE PLAN
JOIST TOP OF STEEL = SLOPED 1/4" PER FOOT
SEE SHEET S001 AND S002 FOR ALL GENERAL NOTES OR AS NOTED ON PLAN
119' - 6"
5' - 9"
19' - 9"
19' - 0"
W12X26
9
W12X26
W12X26
9
W21X73
5 1/2"
1
107' - 6"
5"
6' - 2"
W12X26
W21X44
WELD KNEE BRACE
TO GUSSET PLATE
(3" MIN.)
7
6
STEEL FRAMING,
REFER TO PLANS
5"
B
LB
/2L
1
X
X2
2L3
LLV4"X4" WELDED ALL
SIDES, ATTACH TO
PORTAL FRAMING
(5 LOCATIONS)
1
2
BACK OF PORTAL, REFER
TO ARCHITECTURAL
DRAWINGS
H
SS
8X
8X
3/
8
H
SS
8X
8X
3/
8
W21X62
5
H
SS
8X
8X
3/
8
L3"X4"X1/4" LLV AT
DUCT OPENINGS
(2 LOCATIONS)
L3"X4"X1/4" LLV AT
DUCT OPENINGS
(4 LOCATIONS)
CONT. 3/8" BENT
PLATE, TYP.
14' - 4"
SLOPE 1/4"
MIN., TYP.
1.5B ROOF DECK
METAL DECK, REFER
TO PLANS
21' - 8"
W12X26
W12X26
26' - 0"
H
SS
8X
8X
3/
8
H
SS
8X
8X
3/
8
H
SS
8X
8X
3/
8
26K9
26K9
26K9
26K9
18K7
26K9
26K9
26K9
26K9
26K9
26K9
26K9
26K9
26K5
2
EXPANSION JOINT
TOP OF STEEL = 114' - 6"
H
SS
8X
8X
3/
8
W12X26
26K9
H
SS
8X
8X 26K9
3/
8
BRIDGING AS
REQUIRED BY
JOIST MFR., TYP.
1"
H
SS
8X
8X
3/
8
26K5
8
3
W14X22
S501
W12X26
27' - 10"
14' - 4"
107' - 6"
26K5
26K5
A3
1
1.5B ROOF DECK
S501
SLOPE 1/4"
MIN., TYP.
26K5
A2
L3"X4"X1/4" LLV AT
DUCT OPENINGS
(4 LOCATIONS)
W14X30
L3"X4"X1/4" LLV AT
DUCT OPENINGS
(4 LOCATIONS) 26K5
47' - 8"
26K5
W16X31
JOIST BEARING = 113' - 10"
26K5 @ 4' - 4"
26K5
H
SS
8X
8X
3/
8
W14X30
W21X44
14K1 @ 4' - 4"
1.5B ROOF DECK
W14X22
W21X44
14K1
26K5
14K1
H
SS
8X
8X
3/
8
H
SS
8X
8X
3/
8
H
SS
8X
8X
3/
8
26' - 0"
8
14K1
W16X31
SLOPE 1/4"
MIN., TYP.
TOP OF STEEL = 113' - 6"
14K1
6
1.5 DECK = 1.5" x 20 Ga. ROOF DECK (VULCRAFT 1.5 B 20 OR EQUIVALENT)
SPAN CONDITION = (3) OR MORE
SUPPORT FASTENERS = 5/8" PUDDLE WELDS IN 36/4 PATTERN
SIDE LAP FASTENERS = #10 TEK SCREWS - (3) PER SPAN
SIDE LAP AT PERIMETER = 5/8" PUDDLE WELDS AT 12" O.C.
DECK FINISH = GALVANIZED (G60)
13' - 0"
H
SS
8X
8X
3/
8
17' - 9"
H
SS
8X
8X
3/
8
15' - 0"
H
SS
8X
8X
3/
8
29' - 3"
RF = ROOF FRAME - PROVIDE ANGLE FRAME AT ALL ROOF PENETRATIONS
PER TYPICAL DETAILS ON S501. COORDINATE FINAL SIZE AND LOCATION
WITH MECHANICAL EQUIPMENT. PROVIDE EXTRA WEB MEMBER AT POINT OF LOAD.
51' - 9"
H
SS
8X
8X
3/
8
67' - 9"
KNEE BRACE @
3 LOCATIONS
5
JOIST BEARING = 114' - 8 1/2"
5' - 0"
25' - 6"
3' - 9"
15' - 0"
17' - 9"
119' - 6"
A
C
D
D.8
E
F
5 1/2"
W12X26
4
13' - 2"
CONT. 3/8" BENT
PLATE, TYP.
3
2' - 3"
19' - 0"
2
1
1
13' - 0"
KNEE BRACE @
4 LOCATIONS
WELD KNEE BRACE
TO WT6X25 (3" MIN.)
KNEE BRACE
32' - 0"
H
4 1/2"
1
1
LLV4"X4" WELDED ALL SIDES,
ATTACH TO PORTAL FRAMING
(5 LOCATIONS)
WELD KNEE BRACE
TO GUSSET PLATE
(3" MIN.)
5"
LB
B
GENERAL CONTRACTOR
TO VERIFY LOCATION
WITH PORTAL ENTRY
ELEMENT VENDOR
STRUCTURAL FRAMING FOR PORTAL
ENTRY ELEMENT DESIGNED AND
ENGINGINEERD BY OWNERS VENDOR
BACK OF METAL STUD,
REFER TO ARCHITECTURAL
DRAWINGS
2L
3X
2X
1/
2L
6' - 0"
1.5B ROOF
DECK
25' - 6"
87' - 6"
SCALE: 1" = 1'-0"
5"
S102
2' - 0"
W12X26
W8X10
W8X10
W8X10
W8X10
W8X10
W12X26
W12X26
H
SS
8X
8X
3/
8
S102
W8X10
W8X10
B5
W12X26
H
SS
8X
8X
3/
8
H
SS
8X
8X
3/
8
W8X10
W8X10
TYP.
S102
26' - 2"
A5
W12X26
W12X26
B5 TYPICAL FRAMING DETAIL @ PORTAL
4
W12X26
3
59' - 10"
5' - 2"
TYP.
H
SS
8X
8X
3/
8
W12X26
1.5B ROOF
DECK
5' - 2"
H
SS
8X
8X
3/
8
18K4
5' - 2"
18K7
18K7
18K7
18K7
18K7
5' - 0"
W12X26
4' - 6"
18K4
4' - 5"
WELD KNEE BRACE
TO WT (3" MIN.) KNEE
BRACE
W12X26
2
1
4' - 5"
18K4
4' - 5"
H
SS
8X
8X
3/
8
W12X26
H
SS
8X
8X
3/
8
W12X26
13' - 2"
5' - 0"
L3"X4"X1/4" LLV AT
DUCT OPENINGS
(4 LOCATIONS)
1.5B ROOF DECK
4
5' - 0"
18K4
5' - 0"
18K4
3' - 9"
18K7
5' - 2"
18K4
5' - 2"
18K4
5' - 2"
18K4
5' - 2"
18K4
18K4
W12X26
26' - 2"
4' - 10"
BOWLING GREEN,
H
ENGINEERS
(419) 352-7537
G
ARCHITECTS
F
E
D
J
K
A5 TYPICAL FRAMING DETAIL @ OVERHANG
S102
ROOF FRAMING
PLAN
A
PLANNERS
OHIO 43402
ROOF FRAMING NOTES
DRAWN BY
CHECKED BY
DJK
SPS
REVISION
SCALE: 1" = 1'-0"
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
1
NO.
10/25/12
ADDENDUM NO.1
10/09/12
DATE
DESCRIPTION
REVISION
S102
OF
JOB NUMBER
6243-004
5' - 0"
6"
FOOTING, REFER
TO PLANS AND
DETAILS
CONCRETE BLOCKOUT WITH
1/2" ISOLATION AROUND JOINT
ALL
D2 TYPICAL CONCRETE PIER DETAIL
SCALE: 3/4" = 1'-0"
4000 psi
TENSION
SCALE: 3/4" = 1'-0"
BAR
SIZE
Ld
Lt
BAR
SIZE
Ld
Lt
#3
17
28
#3
15
#4
29
38
#4
36
36
47
33
43
43
#7
49
63
#8
55
#9
Lsp
Lsp-t
Lsp
Lsp-t
22
22
20
20
26
22
29
19
25
25
33
#5
28
#5
24
32
32
42
#6
56
#6
29
38
38
50
63
82
#7
42
55
55
72
72
72
93
#8
48
63
63
82
63
81
81
105
#9
54
71
71
93
#10
70
91
91
119
#10
61
80
80
104
#11
78
101
101
132
#11
67
88
88
115
#14
94
122
-
-
#14
81
106
-
-
#18
125
162
-
-
#18
108
141
-
-
fc' =
5000 psi
D4 TYPICAL ISOLATION JOINT COLUMN BLOCKOUT
TENSION
fc' = 3000 psi AND GREATER COMPRESSION
SCALE: 3/4" = 1'-0"
CONCRETE PIER @
8" WITH (8) - #5
DOWELS AND #4
TIES @ 12" O.C.
4t
PLAN
TERMINATE
REINFORCING
AT JOINT
CONT HORIZ REINF
EXPANSION JOINT
MATERIAL AND SEALANT
D3 TYPICAL STOOP DETAIL (PLAN)
1 1/2 CLR TYP
2" X 4" KEY OR
#5 DOWELS AT 24"
NOTES:
1) HOOK THE BTM OF ALL
VERT REINF INTO FOOTING
Ld
Lt
#3
13
#4
Lsp
Lsp-t
17
17
23
17
23
23
#5
22
29
#6
26
#7
BAR
SIZE
Ldc
Ldc-tie
Lsc
#3
9
7
12
30
#4
11
9
15
29
38
#5
14
11
19
34
34
45
#6
17
13
23
38
50
50
65
#7
20
15
27
#8
43
56
56
73
#8
22
17
30
#9
48
63
63
82
#9
25
19
34
#10
54
71
71
93
#10
28
21
39
#11
60
78
78
102
#11
31
24
43
#14
72
94
-
-
#14
37
28
51
#18
96
125
-
-
#18
50
38
68
2t
t
SCALE: 3/4" = 1'-0"
BAR
SIZE
C4 TYPICAL CONSTRUCTION JOINT DETAIL
7' - 0" X 5' - 0" @ DOUBLE DOOR
5' - 0" X 5' - 0" @ SINGLE DOOR
4" CONCRETE SLAB WITH #4 BARS
@ 12" O.C. EACH WAY ON
PERMANENT METAL FORM
TOP OF FINISHED FLOOR
AT EL. 100'-0"
C1 CONCRETE PIER DETAIL @ INSIDE CORNER
4"X4" BLOCK
1.
3/16" SAWED JOINT.
PROVIDE JOINT SEALANT
WHERE SLAB REMAINS
EXPOSED
2 % SLOPE
t/3
SCALE: 3/4" = 1'-0"
VOID
t
#4 DOWELS AT 6" AT
DOOR OPENING ONLY
BENT THUS
STRUCTURAL COLUMN,
REFER TO PLANS
NOTES:
REINF PER
PLAN
t/2
FOOTING, REFER
TO PLANS AND
DETAILS
2'-0"
2'-0"
SEE TYP EXTERIOR WALL
FOUNDATION DETAIL FOR
FOUNDATION WIDTH AND
ADDITIONAL REINFORCING
REQUIREMENTS
FINISH FLOOR
4' - 4"
1/2" ANCHOR BOLTS
@ 4'-0" O.C., TYP.
#5 BARS @ 30" O.C.
B4 TYPICAL CONTROL JOINT DETAIL
SCALE: 3/4" = 1'-0"
Lt :
Ldc :
Ldc-tie:
DEVELOPMENT LENGTH OF TOP BARS IN TENSION (INCHES) = 1.3 x Ld
DEVELOPMENT LENGTH OF REINFORCEMENT IN COMPRESSION (INCHES)
DEVELOPMENT LENGTH OF REINFORCEMENT IN COMPRESSION (INCHES), = 0.75 x Ldc
SATISFYING THE FOLLOWING REQUIREMENTS:
REINFORCEMENT ENCLOSED WITHIN #4 TIES AND NOT MORE THAN 4" SPACING.
Lsp :
TENSION LAP SPLICE LENGTH FOR OTHER THAN TOP BARS = 1.3 x Ld (INCHES)
Lsp-t :
TENSION LAP SPLICE LENGTH FOR TOP BARS = 1.69 x Ld (INCHES)
Lsc :
COMPRESSION LAP SPLICE LENGTH (INCHES)
TOP BARS: HORIZONTAL REINFORCING WHERE MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE BAR.
8" CONCRETE RAT WALL
(TYPICAL 3 SIDES)
ELEV = 100'-0"
#5 BARS TOP AND
BOTTOM
8"
SECTION
MIN.
6" DIA. X 7'-6" LONG,
SCH 40 CONCRETE
FILLED, PVC SLEEVE
B3 TYPICAL STOOP DETAIL (SECTION)
CENTERLINE OF COLUMN
AND FOUNDATION
4' - 0"
SCALE: 3/4" = 1'-0"
(2) - #5 BOND BEAM
BARS, CONT.
1/2" EXPANSION JOINT
FINISHED FLOOR OR
EXTERIOR PAVEMENT
(SEE SITE DRAWINGS)
#5 DOWELS
WITH #4 TIES
@ 12" O.C.
REINFORCEMENT DEVELOPMENT AND SPLICE LENGTHS ARE IN ACCORDANCE WITH ACI 318-02, 31805.
2.
SPLICE LENGTHS ARE TYPICAL UNLESS OTHERWISE SHOWN OR NOTED ON THE PLAN OR DETAILS
3.
SPLICES SHALL BE STAGGERED WHERE POSSIBLE AND BARS SHALL BE LAPPED ONLY WHERE INDICATED ON THE
DRAWINGS WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER.
4.
BASED ON REINFORCING BAR Fy = 60 KSI
5.
MULTIPLY VALUES BY 1.3 FOR USE WITH LIGHTWEIGHT AGGREGATE CONCRETE
6.
NOTATIONS.
db
NOMINAL BAR DIAMETER (INCHES)
Ld :
DEVELOPMENT LENGTH OF REINFORCEMENT IN TENSION (INCHES), SATISFYING THE FOLLOWING
REQUIREMENTS:
SLAB AND WALLS: CLEAR SPACING > 2db, AND CONCRETE CLEAR COVER > db
BEAMS AND COLUMNS: CLEAR SPACING > db, AND CONCRETE CLEAR COVER > db
BUILDING COLUMN AND
BASE PLATE
TOP OF FLOOR SLAB AT EL.
0'-0" - REINF. PER PLAN
1/2" EXPANSION
JOINT MATERIAL
L3" X 3" X 1/4" WITH
1/2" DIA. X 4" LG. STUD
ANCHORS AT 2'-0"
TOP OF
FINISHED
FLOOR
1/2" ISOLATION JOINT (ALL
AROUND)
SEE FOUNDATION
SCHEDULE FOR FOOTING
SIZE & REINF.
SCALE: 1 1/2" = 1'-0"
SEE TYP EXTERIOR WALL
FOUNDATION DETAIL FOR
FOUNDATION WIDTH AND
ADDITIONAL REINFORCING
REQUIREMENTS
A3 TYPICAL OVERHEAD DOOR SILL DETAIL
SCALE: 3/4" = 1'-0"
CONCRETE
FOUNDATIONS
PERIMETER
INSULATION BOARD
#4 DOWELS AT
12" (EACH FACE)
6' - 8" SQUARE FOOTING
A1 TYPICAL PIER SECTION
(2) #6 BARS - PROJECT
BARS 6'-0" PAST THE
WIDTH OF THE OPENING
(TYPICAL EACH END)
A5 TYPICAL INTERIOR COLUMN FOUNDATION DETAIL
SCALE: 3/4" = 1'-0"
CHECKED BY
DJK
SPS
REVISION
2' - 0"
A4 TYPICAL BOLLARD DETAIL
1
SCALE: 3/4" = 1'-0"
NO.
10/25/12
ADDENDUM NO.1
10/09/12
DATE
DESCRIPTION
REVISION
DRAWN BY
0' - 6"
1' - 4"
8) #5 BOTTOM BARS,
EACH WAY, TYP.
3'-0"
4' - 0"
3'-0"
SEE PLAN
8"
1/2"
EXTERIOR PAVEMENT
SEE SITE DRAWINGS
CONCRETE FILLED
SQUARE BLOCKOUT
4"
1/2" EXPANSION JOINT
SCALE: 3/4" = 1'-0"
1" GROUT (MIN)
2" MIN.
BOWLING GREEN,
SEE DOOR SCHEDULE
fc' =
FOUNDATION
DETAILS
D1 CONCRETE PIER DETAIL @ OUTSIDE CORNER
CONT HORIZ REINF
NOTES:
1) HOOK THE BTM OF ALL VERT REINF INTO FOOTING
FOOTING, REFER
TO PLANS AND
DETAILS
11 5/8"
1' - 6"
2' - 0"
1'-6" (SINGLE DOOR)
6" (DOUBLE DOOR)
1 1/2 CLR TYP
1' - 0"
1 1/2 CLR TYP
NOTES:
1) HOOK THE BTM OF ALL VERT
REINF INTO FOOTING
"
FOUNDATION WALL
FOUNDATION WALL
CONT HORIZ REINF
-
-0
2'
TENSION
2'
CONCRETE PIER @
8" WITH (8) - #5
DOWELS AND #4
TIES @ 12" O.C.
3000 psi
ENGINEERS
(419) 352-7537
fc' =
0"
PLANNERS
OHIO 43402
7'-0" (FOR DOUBLE DOOR)
ARCHITECTS
2" MIN.
CONCRETE REINFORCING DEVELOPMENT AND SPLICE SCHEDULE
5'-0" (FOR SINGLE DOOR)
CONCRETE PIER @
8" WITH (8) - #5
DOWELS AND #4
TIES @ 12" O.C.
2" MIN.
S500
OF
JOB NUMBER
6243-004
KICKER, L 2x2x1/4 AT 6'
O.C.
5/8" DIA BOLT EA END
ADD JOIST REINF
ADS REQUIRED
W24x84 (64) C=1"
35 K
SC D5/S502
(+2 1/2")
C1
INDICATES SLIP
CRITICAL
CONNECTION
LEDGER 4x4x1/4" x 1'-0" W/ (2) HILTI
KWIKBOLT 3, 3/4" DIA x 4 3/4"
EMBED
DIMENSION FROM
REFERENCE TOP OF
STEEL
INDICATES MOMENT
CONNECTION
TYP.
5/16"
REQUIRED TYPICAL
CONNECTION IF NOTED
SPECIAL CONNECTION
DETAIL IF NOTED
BASE PLATE "B"
MASONRY LINTEL PER SCHEDULE
2"
PLATE = 1 1/4" x 12" x 1'-0"
ANCHOR BOLTS = (4) 1" DIA EMBED = 18"
DROP CEILING
D3 TYPICAL STEEL BEAM CALLOUT KEY
WINDOW HEAD
SCALE: 3/4" = 1'-0"
D1 WIND KICKER DETAIL
SCALE: 3/4" = 1'-0"
WF COLUMN
CONT. BOND BEAM AT
DIAPHRAGM LEVEL- SEE CMU
DETAILS
WF COLUMN
2" MIN TO
EDGE OF PLATE
LEDGER ANGLE PER
DETAIL, INTERRUPT AT
BRIDGING ANCHOR
TYP.
HILTI KWIK BOLT III ANCHOR INTO
GROUTED CELL INTO GROUTED
CELL 3/4" EMBED 4 3/4", (4
PLACES) TYP. ANCHORS MUST BE
INSTALLED A MINIMUM OF 1 3/8"
FROM ANY VERTICAL MORTAR
JOINT.
3"
DLH-SERIES JOIST
A
1 1/2"
1/2"
CONCENTRATED LOAD
COLUMN STIFFENERS
1/2 COLUMN DEPTH
MATCH THICKNESS
OF BEAM FLANGE
2"
CJP
A
TYP
X
BRIDGING ANCHOR ANGLE BY
JOIST SUPPLIER
C5 BASE PLATE DETAILS
CMU WALL
NOTES:
1) SEE SCHEDULE FOR PLATES, BOLTS, AND WELDS
2) BEAMS MAY BE SKEWED UP TO 15 DEGREES
TYP.
8"
FULL HEIGHT SHEAR P AND A325-N
BOLTS PER SCHEDULE
FULL HEIGHT SHEAR PL AND A325-N
BOLTS PER SCHEDULE
SCALE: 1/2" = 1'-0"
PROVIDE ∠ STRUT FROM TOP
OR BOTTOM CHORD AT POINT
OF LOAD TO PANEL POINT OF
OPPOSITE CHORD (∠2x2x1/4)
LOAD JOIST AT PANEL POINT
WHENEVER POSSIBLE - VERIFY
LOAD WITH JOIST MANUFACTURER
NOTES:
1) SEE SCHEDULE FOR SHEAR PLATE THICKNESS, BOLTS, AND WELDS
2) X = 3/4 OF PLATE THICKNESS
C1 TYP. BEAM / COLUMN DETAIL
C2 BEAM / COLUMN
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
CONCENTRATED LOAD
WF BEAM
WF BEAM
BRIDGING PER SJI SPECS
BY JOIST SUPPLIER
B1 DLH JOIST BRIDGING AT WALL
NOTES:
1) ANCHOR BOLT EXTENSION ABOVE TOP OF CONCRETE SHALL ALLOW FOR GROUT AND SETTING
PLATES BELOW THE BASE PLATE
2) BASE PLATE MATERIAL - A36
3) SEE PLAN FOR COLUMN ORIENTATION
4) BASE PLATES MAY HAVE MAXIMUM ANCHOR ROD HOLE SIZES AND SHALL HAVE PLATE WASHERS
OF THE SIZE AND THICKNESS AS RECOMMENDED BY AISC STEEL CONSTRUCTION MANUAL. PLATE
WASHERS SHALL HAVE HOLES 1/16" LARGER THAN THE ANCHOR DIAMETER.
5) COLUMN BASES OF LATERAL FORCE RESISTING SYSTEMS AND THOSE REQUIRED TO TRANSFER
ANCHOR BOLT SHEAR SHALL HAVE THE PLATE WASHER FIELD WELDED ALL AROUND TO THE BASE
PLATE WITH A MAXIMUM SIZE FILLET WELD.
GRID
(2) 1/2" ERECTION BOLTS AT 3 1/4" GA IN 9/16"x
2" SLOTTED HOLES
1/8"
C4 TYPICAL JOIST REINFORCING DETAIL
SCALE: 3/4" = 1'-0"
WF OR TS COL PER PLAN
WITH WELDED CAP PLATE.
THICKNESS = 3/8" U.N.O.
2"
OPEN WEB K-SERIES JOIST
STEEL ROOF DECK PER PLAN
SCALE: 3/4" = 1'-0"
6" MIN. ALL AROUND (SIZE
PLATE TO TERMINATE ON
DECK RIDGE)
12 GA. STEEL
STIFF. PLATE
PREFINISHED METAL
FLASHING TO MATCH
PORTAL SIDING, WITH
DRIP EDGE
PORTAL MFR.
X
∠3x3x1/4 FRAME
1' - 3"
4" SOLID CMU
OP'G.
TOP OF STEEL
.
OP'G.
.
B5 OPEN WEB ROOF JOIST AT COLUMN
SCALE: 1/2" = 1'-0"
GROUTED WITH
SLOPED TOP
PREFINISHED METAL
FLASHING TO MATCH
CMU, WITH DRIP EDGE
AND WEEPS @ 24" O.C.
FINISH FLOOR
WF GIRDER, CONNECTION TO
COLUMN PER STANDARD DETAIL
X
∠4x4x1/4x6 LONG
SEALANT, CONT.
1/4"
VERIFY DIM. WITH
2 1/2"
1/2" LONG FILLET WELD
AT EACH DECK RIDGE
PORTAL ENTRY ELEMENT,
DESIGNED AND ENGINEERED BY
VENDOR (I.E STEEL STRUCTURE,
ALUMINUM FASTEN SYSTEM,
METAL SIDING ON PORTAL)
1"
FINAL WELD,
TYP.
ROOF FRAMING
2 1/2"
1/4"
TYP. K SERIES
∠4x3x1/4 STRINGER
1/8"
1"
ELEV = 100'-0"
NOTE: PORTAL ELEMENT
INSTALLED BY GENERAL
CONTRACTOR, PROVIDED BY
OWNER / VENDOR
DECK OPENING
8" SQ. MAX.
1/2" LONG WELDS
AT 4" O.C. MAX.
BOWLING GREEN,
1.5
A=10 K
35 K
CANTILEVER BEAM SECTION
SAME AS BACKSPAN UNLESS
NOTED OTHERWISE
PLANNERS
OHIO 43402
1 MAX
1 1/2" TYP.
BEAM CAMBER
ENGINEERS
(419) 352-7537
L 4x4x1/4 AT BETWEEN
JOISTS
TRIM VERT LEG AT TOP
CHORDS
OF JOISTS
TOTAL NUMBER OF WELDED
HEADED STUDS
ARCHITECTS
SERVICE LOAD (ASD) END REACTION. (SAME ON
EACH END IF SHOWN ON ONE END ONLY). "M"
INDICATES TO USE MINIMUM CONNECTION PER
GENERAL NOTES
2"
STEEL SHAPE
1/8"
A=10K INDICATES
CONNECTION
AXIAL FORCE
ANGLE TO
TOP CHORD
SECTION X-X
B2 TYPICAL ROOF PENETRATION SECTION
SCALE: 3/4" = 1'-0"
VERIFY DIM. WITH PORTAL MFR.
ROOFING PER
ARCHITECTURAL
DRAWINGS
S501
METAL DECK,
REFER TO PLANS
ROOFING PER
ARCHITECTURAL
DRAWINGS
METAL DECK,
REFER TO PLANS
1' - 0" TYP.
(12) #6 BARS
CONTINUOUS
2-1/2"X2-1/2"X1/4" HSS
STEEL BEAM AND
WEB-JOIST,
REFER TO PLANS
CONTINUOUS
2-1/2"X2-1/2"X1/4" HSS
#6 BARS @ 12" C/C,
EACH WAY, TYP.
SCALE: 3/4" = 1'-0"
L3 X 3 X 1/4 FRAME VERIFY SIZE
AND LOCATION
TYP.
1/8"
VARIES
L4 X 3 X 1/4 (LLV)
STRINGER
TYPICAL
DECK SPAN
8
A5 TYPICAL JOIST TO BEAM CONNECTION
VARIES
#5 DOWELS
WITH #4 TIES
@ 12" O.C.
WHERE JOISTS OCCUR ON ONE SIDE ONLY
EXTEND 1 1/2" PAST BEAM CL
NOTE: SIMILAR AT ROOF BOLT
CONNECTIONS AT COLUMNS
B2
H
SEE PLAN FOR JOIST SPACING
4' - 6"
3 ' - 8" +/-
1' - 4"
BOLT JOIST AT
COLUMNS WITH (2)
1/2" DIAMETER
ERECTION BOLTS.
B3 STEEL ROOF DECK OPENING A
SCALE: 1 1/2" = 1'-0"
FRAMING
DETAILS
(2) 3/4" DIA. ANCHOR
BOLTS, EMBED 18", TYP.
AT EACH COLUMNFOR
PORTAL ENTRY, VERIFY
WITH PORTAL MFR.
DRAWN BY
CHECKED BY
DJK
SPS
REVISION
CLIP ANGLE 4 X 4 X 1/4 TOE DOWN TOP OF STEEL +1/4"
STEEL BEAM AND
WEB-JOIST,
REFER TO PLANS
(12) #6 BARS
PLAN
NOTE: SEE FRAMING PLAN FOR APPROXIMATE SIZED AND LOCATIONS
A1 TYPICAL PIER SECTION @ PORTAL
SCALE: 1 1/2" = 1'-0"
A2 TYPICAL FRAMING DETAIL @ GRID LINE 8
A3 TYPICAL FRAMING DETAIL @ GRID LINE H
S102
S102
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
A4 TYPICAL ROOF PENETRATION DETAIL
1
10/25/12
ADDENDUM NO.1
10/09/12
DATE
DESCRIPTION
OF
SCALE: 3/4" = 1'-0"
NO.
REVISION
S501
JOB NUMBER
6243-004
SCHEDULED PARTITION,
REFER TO FLOOR PLANS
SM-1
FILLER
PANEL
FILLER
PANEL
2' - 10"
PL-1
PL-1
4"
PL-1
D2 CASEWORK DETAIL @ BASE CABINET
A402
A402
B27
D2
A402
SCALE: 1" = 1'-0"
2
FAUCET AND SINK, REFER TO
PLUMBING DRAWINGS
SCHEDULED PARTITION,
REFER TO FLOOR PLANS
A701
LOUNGE #107, NORTH (CAFE)
4"
8
SCALE: 1/2" = 1'-0"
A701
SOLID-SURFACE MATERIAL
(SM-2) OVER 3/4" MOISTURE
RESISTANT, TREATED,
PLYWOOD
2' - 1"
B18
B27
B18
C1
D1
D1
C1
A402
A402
A402
A402
OPP.
BDC #114, NORTH
BDC #114, EAST
1
SCALE: 1/2" = 1'-0"
A701
SCALE: 1/2" = 1'-0"
A1
A402
A1
4"
FILLER PANEL
WC3030
10"
2' - 6"
REMOVABLE PLASTIC
LAMINATE PANELS
WC3030
FILLER PANEL
PL-1
8"
1' - 6"
WC3630
PL-1
2' - 0"
6"
WC3030
WC3030
FILLER
PANEL
1' - 0"
DRAWER
2' - 6"
1/2" TYP.
2' - 0"
WC3030
1' - 8"
PLASTIC LAMINATE ON ALL
EXPOSED SURFACES
2' - 6"
d
.10
61
DRAWER
2' - 10"
1 1/2"
PLASTIC LAMINATE (PL-2) ON
ALL EXPOSED SURFACES
SEE FINISH LEGEND
COAT ROD
WC3030
2' - 6"
2 LAYERS OF 5/8" PLYWOOD
WITH SOLID SURFACE
COUNTERTOP AND ROUNDED
EDGE
A402
FILLER PANEL
BACKSPLASH
SM-1
SM-1
FILE
BOWLING GREEN,
SM-1
2' - 0"
2' - 0"
FILLER
PANEL
PLANNERS
OHIO 43402
FILLER PANEL
ENGINEERS
(419) 352-7537
PL-1
ARCHITECTS
PL-1
WC3630
2' - 6"
FILLER
PANEL
WC3930
2' - 6"
WC3930
3"
D1 CASEWORK DETAILS @ BRACE
SCALE: 1" = 1'-0"
WC4230
2' - 6"
2' - 6"
BASE, SEE FINISH
SCHEDULE
PL-1
A402
SM-1
PLASTIC LAMINATE
ADJUSTABLE SHELF
BASE SEE
FINISH SCHEDULE
BASE CABINET,
BEYOND (PL-1)
WC4230
FILLER
PANEL
EXPOSED SURFACES, SEE
ROOM FINISH SCHEDULE
FOR MORE INFO.
1' - 9"
2' - 0"
WC2730
A1
FILLER
PANEL
2' - 6"
FOR MORE INFO.
1/2"
DRAWER
COUNTER SUPPORTS
@ 42" O.C., MAX.
WC2730
SOLID-SURFACE COUNTER
WITH BULLNOSE EDGE ON
3/4" PLYWOOD
2' - 6"
6 1/2"
4"
1 1/2"
PLASTIC LAMINATE
APRON
FILLER PANEL
A402
1' - 8"
4" BACKSPLASH WITH
BULLNOSE SOLID
SURFACE EDGE (REFER
TO CASEWORK
ELEVATIONS)
2'-10"
2' - 1"
A402
A1
1/2"
SOLID SURFACE ON
(2) LAYERS OF 5/8" PLYWOOD
WITH BULLNOSE LAMINATE
EDGE
1 1/2"
SCHEDULED
PARTITION, REFER
TO FLOOR PLANS
A1
2'-1"
C1 CASEWORK DETAILS @ BASE FILE CABINET
SCALE: 1" = 1'-0"
PL-1
FILLER
PANEL
C2 TYP. CASEWORK DETAIL @ RESTROOM SINK
SCALE: 1" = 1'-0"
B30
C1
30
F/F
A402
SCHEDULED
PARTITION, REFER
TO FLOOR PLANS
4
SINK, REFER TO
PLUMBING DRAWINGS
A701
30
F/F
D2
B30
FILLER PANEL
SALES MGR. #102, WEST
5
SCALE: 1/2" = 1'-0"
D2
B1
A402
A402
B30
TRAINING/BREAK #110, NORTH
SCALE: 1/2" = 1'-0"
SOLID-SURFACE COUNTER
WITH BULLNOSE EDGE ON
3/4" PLYWOOD
4" SOLID-SURFACE
BACKSPLASH
5"
A402
WC4230
WC4230
FILLER
PANEL, TYP.
SM-1
2' - 6"
FILLER PANEL
PL-1
2' - 6"
2' - 10"
PL-1
BACKSPLASH
BASE CABINET,
BEYOND (PL-1)
B1 CASEWORK DETAIL @ KITCHEN SINK
PL-1
2' - 10"
SCALE: 1" = 1'-0"
PL-1
FILLER PANEL
FILLER
PANEL, TYP.
10 TYP. SALES MGR. DESK #102, WEST
A101
SM-1
SM-1
FINISHED END
PANEL
SCALE: 1/2" = 1'-0"
B42
D2
B42
B42
B36
B42
CASEWORK
ELEVATONS AND
DETAILS
1' - 8"
KNEE/ TOE CLEARANCE
PER ANSI GUIDELINES,
REFER TO SHT. G001 FOR
ADDITIONAL INFORMATION
1' - 1"
WC3630
2' - 6"
SIM.
WC3630
WC4230
A402
PLASTIC LAMINATE REMOVABLE
3/4" PLYWOOD PANEL W/
CONCEALED CLIPS
BASE, SEE FINISH
SCHEDULE
A1
A402
WC4230
C1
INSULATE ALL
EXPOSED DRAIN &
WATER LINES, TYP.
A1
1' - 8"
1 1/4"
SOLID-SURFACE APRON
1"
A402
B30
REFRIDGERATOR
(N.I.C)
BOOT SHELF
A402
PL-1
PL-1
2' - 10"
A402
3' - 0"
2' - 10"
3"
2' - 6"
4"
NOTE:
1. PROVIDE TO MEET ADA MIN KNEE CLEARANCE, AS REQUIRED
2. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE
INSULATED TO PROTECT AGAINST CONTACT, TYP.
D2
B36
A402
A402
C1
4' - 7 3/4"
PENCIL
DRAWER
3' - 0"
6
A402
A701
SIM.
SERVICE WRITE-UP #121, SOUTH
SCALE: 1/2" = 1'-0"
3
A701
COPY / FAX #126, SOUTH
SCALE: 1/2" = 1'-0"
SM-1
FINISHED END
PANEL
DRAWN BY
CHECKED BY
DJK
DK
REVISION
2' - 3"
2' - 6"
FOR MORE INFO.
BASE
SEE FINISH SCHEDULE
PL-1
FINISHED END
PANEL ,
BEYOND
SCHEDULED
PARTITION, REFER
TO FLOOR PLANS
7
A701
A1 CASEWORK DETAIL @ WALL-HUNG CABINET
A402
SCALE: 1" = 1'-0"
CASEWORK GENERAL NOTES
QTY. = 2
(SECOND DESK
MIRRORED)
B18
TYP. SALES MGR. DESK #102, EAST
SCALE: 1/2" = 1'-0"
A.
B.
C.
D.
ALL PLYWOOD AND WOOD BLOCKING TO BE FIRE / PRESSURE
TREATED.
ALL EXPOSED SURFACES TO BE PLASTIC LAMINATED (PL-1), U.N.O.
CABINET DOOR AND DRAWER PULLS TO BE "MODERN ZINC
HANDLES" BY HAFELE OR EQUAL.
PROVIDE FIRE / PRESSURE TREATED BLOCKING IN WALLS AT ALL
WALL HUNG CABINETS.
NO.
10/25/12
ADDENDUM NO.1
10/09/12
DATE
DESCRIPTION
REVISION
A402
OF
JOB NUMBER
6243.004
101
102
103
104
105
106
107
108
109
110
111
112
113
SHOWROOM
SALES MGR.
NEW CAR DELIVERY
OFFICE
F&I
INTERNET
LOUNGE
CLO.
OFFICE
TRAINING / BREAK
STO.
I.T.
JAN.
T-1/T-2/T-4
T-1
T-1
C-1
C-1
R-1
C-1
T-1
C-1
C-1
R-1
R-1
R-1
B-6
B-6
B-6
B-1
B-1
B-1
B-6
B-6
B-1
B-1
B-1
B-1
B-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
OW-1
OW-1
P-1
P-1
P-1
OW-1
P-3
P-1
P-1
P-1
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
BDC
STOR.
KIDS
VEND.
CORR.
WOMENS
MENS
SERVICE WRITE-UP
SERVICE MGR.
SERVICE RECEPTION
CORR.
ALCOVE
COPY/FAX
RETAIL DISPLAY WALL
CORR.
C-1
R-1
C-1
T-1
T-1
T-1
T-1
T-1
T-1
EPX-1
T-1
T-1
T-1
T-1
T-1
B-1
B-1
B-1
B-6
B-6
B-7
B-7
B-6
B-6
EPX-1
B-6
B-6
B-6
B-6
B-6
P-1
P-1
P-1
P-1
P-1
T-3/T-3
T-3/T-3
P-1
P-1
P-4
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
T-3/W-2
T-3/T-3
P-1
P-1
P-4
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
T-3/W-2
W-2/T-3
P-1
P-1
P-4
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
T-3/T-3
W-2/T-3
P-1
P-1
P-4
P-1
P-1
P-1
P-1
P-1
REMARKS
1.
2.
3.
4.
B-3 ON ACCENT WALL OW-1
5.
6.
7.
8.
9.
10.
PROVIDE FRP ON EACH SIDE
OF MOP SINK
11.
12.
13.
SERVICE
MGR.
122
14.
T-1
16.
4" WIDE STRIPE
BASE TO BE 6" IN HEIGHT
17.
18.
19.
SERVICE
WRITE-UP
121
CORR.
128
T-1
20.
21.
45' - 0"
T-1
R-1
OW-1
OW-1
OFFICE
104
F&I
105
C-1
C-1
P-3
R-1
INTERNET
106
TRAINING /
BREAK
110
I.T.
112
R-1
JAN.
113
EPX-1
2' - 0"
CORR.
124 T-1
WOMENS
119
T-1
EQ
VEND.
117
OW-1
OFFICE
109
T3/T3
ALCOVE
125
RETAIL
DISPLAY
WALL
127
T-1
T-1
T3/T3
C-1
C-1
T-1
T-1
CORR.
118
T-1
C-1, ALIGN WITH
WOOD CEILING
ABOVE
CLO.
108
MENS
120
KIDS
116
27' - 0"
13' - 0"
NEW CAR
DELIVERY
103
T3/W2
BDC
114
EQ
EQ.
R-1
C-1
22.
SERVICE
RECEPTION
123
T-1
MENS
120
R-1
STOR.
115
C-1
STO.
111
T3/W2
15.
4" WIDE STRIPE
ALL WALLS AND BULKHEADS TO BE PAINTED P-1, U.N.O.
ALL BOLLARDS AND EXTERIOR METALS TO BE PAINTED P-7 U.N.O.
ALL SERVICE LANE STRIPES AND EXTERIOR PARKING STRIPING TO BE
PAINTED P-8 U.N.O.
INTERIOR SHOWROOM COLUMNS ADJACENT TO STOREFRONT TO HAVE
ACM-1 FINISH FROM FLOOR TO CEILING, U.N.O.
PROVIDE METAL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN
CERAMIC TILE, RUBBER AND CARPETING SURFACES, U.N.O.
ALL MILLWORK SURFACES TO BE P-1, U.N.O.
PROVIDE THRESHOLDS AT ALL EXTERIOR MAN DOORS
COORDINATE FINISH INSTALLATION WITH ALL FIXTURE AND GRAPHIC
PIECES.
CONTRACTOR SHALL INSTALL ALL PRODUCTS UTILIZING
MANUFACTURER'S RECOMMENDED ADHESIVES, INSTRUCTIONS AND
ENVIRONMENTAL CONDITIONS.
INSTALL ALL FLOORING MATERIALS WITHOUT THE CREATION OF A TRIP
HAZARD AND IN COMPLIANCE WITH ALL ACCESSIBILITY GUIDELINES AND
REQUIREMENTS.
ELECTRICAL FIXTURES TO BE IVORY IN COLOR WITH STAINLESS STEEL
COVER PLATES.
ALL H.M. FRAMES AND DOORS TO RECEIVE SEMI-GLOSS FINISH PAINT,
U.N.O.
ALL RUBBER BASE TO BE COIL PRODUCT, 4' LENGTH SECTIONS ARE NOT
ACCEPTABLE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
ALL CEILING HEIGHTS ARE PROVIDED ON REFLECTED CEILING PLANS,
REFER TO PLANS FOR CEILING HEIGHTS AND ADDITIONAL INFORMATION.
ALL EXPOSED STEEL TO BE PAINTED, INCLUDING; COLUMNS, BEAMS,
ROOF DECK, DUCT WORK, ELECTRICAL CONDUIT AND OTHERS
ALL MANUFACTURER'S ENVIRONMENTAL, STORAGE AND SHIPPING
INSTRUCTIONS SHALL BE FOLLOWED TO MEET ALL WARRANTY
REQUIREMENTS.
GENERAL CONTRACTOR SHALL CONDUCT ALL REQUIRED SUBSTRATE
TESTING AND VERIFY RESULTS PRIOR TO THE START OF INSTALLATION.
CONTRACTOR SHALL CONDUCT RELATIVE HUMIDITY TESTS IN ALL AREAS
TO RECEIVE RESILIENT FLOORING AND / OR CARPET.
ALL C-1 FLOORING TO HAVE BASE, B-1, U.N.O.
ALL FINISHES IN SHOWROOM, RECEPTION AND RETAIL AREAS TO BE P1/B-6 AND T-1 U.N.O.
REFER TO FINISH LEGEND FOR MATERIAL INFORMATION
EPOXY BASE IN SERVICE RECEPTION #123 SHALL BE FLASH COVED TO A
HEIGHT OF 6". EPOXY SHALL BE APPLIED TO FACE OF CURB AND
CONTINUOUS FROM FLOOR SURFACE TO RAISED AREA.
PROVIDE MARLITE, STANDARD FRP PANELS, PEBBLED SURFACE IN IVORY
OR ALMOND AT MOP SINK IN JANITOR #113. INSTALL AS SURROUND TO
SINK, EXTEND TO 48" AFF. AND 12" BEYOND SINK PERIMETER ON ALL
SIDES. INSTALL WITH EDGE TRIM PIECES AND CAULK ALL SEAMS.
LOUNGE
107
C-1
T-1
SALES
MGR.
102
T-1
ALIGN
12' - 0"
T-2
2
A101
ENLARGED RESTROOM FINISH PLAN
ALIGN @ COLUMN
EDGE, TYPICAL AT
ALL LOCATIONS
T-4
T-2
FINISH SCHEDULE
AND DETAILS
T3/W2
18' - 0"
WOMENS
119
T3/T3
T3/W2
COPY/FAX
126
T-1
T3/T3
BOWLING GREEN,
WEST WALL
PLANNERS
OHIO 43402
SOUTH WALL
ENGINEERS
(419) 352-7537
EAST WALL
ARCHITECTS
NORTH WALL
BASE FINISH
ROOM NAME
FINISH GENERAL NOTES
EQ.
NUMBER
FLOOR
FINISH
SCALE: 1/4" = 1'-0"
SHOWROOM
101
SM-2 TYP. IN
RESTROOMS
120A
DRAWN BY
CHECKED BY
DJK
DK
REVISION
PL-2 TYP. IN
RESTROOMS
5
A101
1
A101
PARTIAL FINISH FLOOR PLAN
SCALE: 1/8" = 1'-0"
TYP. RESTROOM INTERIOR FINISH ELEVATION
SCALE: 1/4" = 1'-0"
NO.
10/25/12
ADDENDUM NO.1
10/09/12
DATE
DESCRIPTION
REVISION
A701
OF
JOB NUMBER
6243.004
SERVICE
MGR.
122
SERVICE
WRITE-UP
121
F&I
105
OFFICE
104
INTERNET
106
JAN.
113
I.T.
112
TRAINING /
BREAK
110
SERVICE
RECEPTION
123
MENS
120
STOR.
115
CORR.
118
WOMENS
119
STO.
111
KIDS
116
OFFICE
109
BDC
114
NEW CAR
DELIVERY
103
CLO.
108
LOUNGE
107
SALES
MGR.
102
SHOWROOM
101
VEND.
117
SERVICE
MGR.
122
SERVICE
WRITE-UP
121
SERVICE
RECEPTION
123
JAN.
113
OFFICE
104
F&I
105
INTERNET
106
TRAINING /
BREAK
110
I.T.
112
STO.
111
OFFICE
109
STOR.
115
MENS
120
KIDS
116
BDC
114
NEW CAR
DELIVERY
103
LOUNGE
107
CLO.
108
SALES
MGR.
102
SHOWROOM
101
CORR.
118
WOMENS
119
VEND.
e
25' Front Building Setback Lin
25' Front Building Setback Line
Item
Floor Tile
Wall Tile
Wall Tile
T-2
T-3
T-3
(cont’d)
Page 1 of 4
Floor Tile
T-1
Ceiling Tile
CT-1
Acoustic
Ceiling Tile
CT-2
Acoustic
Ceiling Tile
Ct-3
Acoustic
Ceiling Tile
Floor Tile
T-1
Floor Tile
Tag
Restrooms
Restrooms
Showroom
Insets at
Storefront
Restrooms
Showroom
Main Field
Armstrong
Showroom
High Ceiling
Showroom
Low Ceiling
Matte
K175
Dal-Tile
Dal-Tile
Color by Numbers
City View
Option C- DalTile
Crossville
Color Blox, or Color
Blox EC
EW Absolute Black
714, Desert Gray
Biscuit
CY08 Urban
Evening
WT-03, Three Hour
Tour
A1117 or E1117, I
see the Moon
EW Absolute Black
VS53 Etruscan Clay
Pompeii
CY02 Skyline Grey
VS54 Apollo Bronze
City View
Option C- Daltile
Group 1Crossville
Group 2Crossville
Option ACrossville
Option BEurowest
A1103 or E1103,
Slinky
EW Delorian Grey
Ultima White
Optima White
Ultima White
Color/Finish
Pompeii
Blox EC
EW Delorian Grey
Ultima, 1910 or
1910 HRC
Optima, 3160 or
3160 PB
Ultima, 1913 or
1913 HRC
Style/Pattern
Option ACrossville
Option BEurowest
Armstrong
Armstrong
Manufacturer
Offices
Location
INTERIOR FINISH LEGEND
6243-004
12”x12”x5/16” w/Mapei, 02 pewter
Grout, 1/8” Joint
12”x12”x3/8” w/4”x12”, Matching
Bullnose, Mapei, 09 Gray Grout, 1/8”
Joint
12”x12” w/Mapei, 02 Pewter Grout,
1/8” Joint
12”x12”x5/6” w/Mapei, 02 Pewter
Grout, 1/8” Joint
12”x12”x5/6” w/Mapei, 02 Pewter
Grout, 1/8” Joint
12”x12”x5/16” w/Mapei, 47 Charcoal
Grout, 1/8” Joint
12”x12”x3/8” w/4”x12”, Matching
Joint
Grout, 1/8” Joint
Size to be selected by Dealer,
w/Mapei, 49 Light Almond Grout, 1/8”
Joint
4-1/4”x4-1/4”x5/16” or 6”x6”x5/16”
w/Mapei, 49 Light Almond Grout,
1/16” Joint
6”x6” w/Mapei, 93 Warm Gray Grout,
1/16” Joint
24’x24”x3/4” Flat Lay-in w/Prelude XL
15/16” Heavy Duty Grid
48”x48”x1” Flat Lay-in w/Prelude XL
15/16” Heady duty Grid
24”x48”x3.4” Flat Lay-in w/ Prelude
Xl 15/16” Heady Duty Grid
Size/Description
Floor Tile
T-3
(cont’d)
T-4
Page 2 of 4
Carpet
C-1
Carpet
Resilient Floor
Covering –
Rubber
Resilient Floor Covering
R-1
Resilient Floor
CoveringLinoleum
Item
Wall Tile
Tag
Offices
Tech Parts
Tech Lounge,
Locker
Rooms
Scion Display
Restrooms
Location
Origins Glass tile
OGTOY.10101
(1x1) or
OGTOY.10202
(2x2)
Blox EC
EW Absolute Black
City View
Crossville
Option C- DalTile
Interface
Tandus
Flexco
Forbo
810 24Z, Mineral
Toyota 4
Prime Sports
Flooring
Marmoleum
Composition Tile
(MCT)
Cystom Glass
Mosaic
Dal-Tile
Option ACrossville
Option BEurowest
Matte
Style/Pattern
Dal-Tile
Manufacturer
4760 Gypsum
62011
204 Starlight w/10%
chips
MCT – 629 Eiger
CY08 Urban
Evening
Toyota Mint Green,
Iridescent Blend:
70% Mint Green,
30% Goldensand
70% OG301
Volcano Red Clear
& 30% OG303
Smoke Red
Iridescent
A1117 or E1117, I
see the Moon
EW Absolute Black
0790, Arctic White
Color/Finish
6243-004
6’-0” W. Roll w/Powerbond cushion
backing. Provide moisture testing
per manufacturer’s
3/8” thickness, available in roll, tile, or
interlocking tile. See manufacturer’s
recommendation for sealant.
Installer per manufacturer
environmental recommendations
Base: B-1
Size: 13:x13”, Gauge: 0.080”,
Backing: Polyester
Base: B-4
Grout, 1/8” Joint
12”x12”x3/8” w/4”x12”, Matching
Joint
Grout, 1/8” Joint
1”x1” or 2”x2” Toyota custom glass
blend w/Mapei, 00 White Grout, 1/16”
Joint. Allow 4 weeks to manufacture.
1”x1” Mosaic w/Mapei, 93 Warm
Gray Grout, 1/16” Joint
6”x6” w/Mapei, 00 White Grout, 1/16”
Joint
Size/Description
Epoxy
Paint
Paint
Paint
Epoxy
EPX-1
Paint
P-1
P-3
P-5
Wall Base
B-3
Page 3 of 4
Wall Base
Base
B-1
Wallcovering
W-2
Wallcovering
Office Wall Accent Finish
OW-1
Office Wall
Accent
Item
Tag
Walls painted
P-3
General
throughout,
UNO
Restroomsnon-tile walls
Offices adj. to
Showroom
General Field
Paint
Training
Room Accent
Open ceiling
plenum
Service
Reception
Floor
Location
Rubber Wall Base,
Ecolibrium
Rubber Wall Base,
Wallflowers, Type
TS
Flexco
Johnsonite
Rubber Wall Base,
Ecolibrium
399486, Inscribe
Corda
G 7179895, Linnea
Same as P-3
Option E, Siren
Harmony
Harmony
Harmony
Double Broadcast
Quartz Flooring
Style/Pattern
Johnsonite
Maharam
Design Tex
Wolf Gordon
Same as P-3
Koroseal
Sherwin
Williams
Sherwin
Williams
Sherwin
Williams
Carboline
Manufacturer
146, Butternut
018, Baby’s Breath
27, Mist
6175-202 Cornmeal
Fossile
Same as P-3
Q5420-20, Light
Year
SW6388 Golden
Fleece
SW7005, Pure
White
SW7008 Alabaster
By Architect /
Owner
Color/Finish
Size/Description
6243-004
4” Cove (tile, etc.), 4” Straight
(carpet), Roll goods only, at all walls
painted P-1
(carpet), 100% Virgin thermoset,
vulcanized rubber wallbase, Roll
goods only, at all walls painted P-1
(carpet), Roll goods only
Use B-3 Base at office accent wall.
Flat for ceilings
Eggshell finish for walls
Flat finish for ceilings
Eggshell finish
Flash cove epoxy product for base to
6” height above finished floor. Flash
cove epoxy product up face of raised
walkway and ramp surface. Apply
one coat of Sanitile 934 at 4.0 - 5.0
mils dry film thickness
recommendations. Install Moisture
barrier as required.
Wall Base
Wall Base
B-6
B-7
Solid Surface
Material
Solid Surface
Material
SM-1
General
Countertops
Restroom
Countertops
Restroom
Vanity Panels
General
Millwork
Restrooms
Showroom
Location
Dupont
Dupont
Wilsonart
Wilsonart
Same as T-1
Option
Same as T-3
Option
Corian
Corian
General Purpose,
Vertical Surface or
Post-forming types
as required.
General Purpose,
Vertical Surface or
Post-forming types
as required.
Same as T-3 Option
Same as T-1 Option
Style/Pattern
Rubber Wall Base,
Wallflowers, Type
TS
Manufacturer
Flexco
Color/Finish
Silver Birch
Night Sky
4760-60, Mystique
Night/ Matte Finish
4876-38, Sheer
Mesh/ Fine Velvet
Texture
Same as T-3 Option
Same as T-1 Option
064, Honey
Size/Description
Use High Wear (HW) grade for tops
and edges, standard grade for
vertical surfaces. Contact local
distributor and request Toyota
National Account pricing.
Use High Wear (HW) grade for tops
and edges, standard grade for
vertical surfaces. Contact local
distributor and request Toyota
National Account pricing.
(carpet), 100% Virgin thermoset,
vulcanized rubber wallbase, Roll
goods only
4”x12”
Page 4 of 4
6243-004
FINISH LEGEND NOTES:
1. Contractor shall provide Option A, B or C in the Floor tile category as a full option package, i.e. provide all products listed in Option B, do
not inter-mix option packages.
2. If multiple items are provided for one item, they are all approved equals for the installation.
3. Contractor shall provide Group 1 or Group 2 for restroom tile finishes as a full option package, i.e. provide all products listed in Group 1,
do not inter-mix group packages.
4. Contractor shall confirm/coordinate caliber size of all tiles to be used in pattern arrangement on toilet room walls.
SM-2
Plastic
Laminate
PL-2
Millwork/Surfaces
PL-1
Plastic
Laminate
Item
Tag

1 ADDN1 - Miller Diversified, Inc.

Transcription

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