09-08-26_Bid Set.pdf
PDF 9 MB Posted
- Attached to
- Dining Room Addition & Interior Renovations
- Solicitation number
- RFP BAY 260000002591 1
- Issued by
- Bay County, Michigan
About this file
This is a Bid Set document for a Dining Room Addition & Interior Renovations project in Michigan. The project involves the construction of a dining room addition and associated interior renovation work. The bid set establishes the framework for soliciting contractor proposals to complete this work, including detailed specifications, drawings, and requirements that bidders must address in their submissions. The document outlines the scope of work, technical specifications, and construction standards that contractors must follow. Bidders are required to submit comprehensive bids that address all components of the project scope, including materials, labor, equipment, and project timeline. The bid set includes architectural and engineering drawings, construction details, and performance specifications necessary for contractors to prepare accurate and complete proposals.
The bid set establishes the terms and conditions under which contractors will submit their proposals, including pricing requirements, bonding requirements, insurance specifications, and other contractual obligations. Pricing must be submitted according to the format and line items specified in the bid documents. The document likely includes provisions regarding contractor qualifications, licensure requirements, and safety standards that must be met. Payment terms, milestone schedules, and project completion deadlines are established within the bid set parameters. The document serves as the foundation for the procurement process, ensuring all bidders operate from the same specifications and requirements, thereby facilitating fair and competitive bidding for the dining room addition and interior renovation work.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 03-25-26_2538_AD1.pdf | ||
| 08-05-26_2538_AD4_REV.pdf | ||
| 03-31-26_2538_AD2.pdf | ||
| 06-03-26_2538_AD3.pdf | ||
| Full Spec (4).pdf |
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Text version
DINING ROOM ADDITION AND RENOVATIONS FOR:
4155 MONITOR RD.
BAY ARENAC ISD
BAY CITY, MICHIGAN 48706
Architect:
122 N. WASHINGTON AVENUE
TSSF ARCHITECTS, INC.
SAGINAW , MICHIGAN
SITE LOCATION MAP
BID SET
DATE: September 8, 2026
PROJECT NO. 2538
DRAWING INDEX:
ARCHITECTURAL
COVER
A0.1
D2.0 A1.0 A2.0 A3.0 A4.0 A5.0 A6.0 A7.0 A8.0 A9.0
FF2.0
STRUCTURAL
S0.1 S1.0 S2.0
MECHANICAL
M0.0 M0.1
MD1
M1.0 M1.1 M2.0
PLUMBING
P0.0
PD1
P1.0 P1.1 P1.2 P2.0
CIVIL
C1.0
Mechanical / Electrical:
Structural:
SNYDER & STALEY ENGINEERING, P.L.C.
CONSULTING ENGINEERS
3085 BAY ROAD, SUITE 6
PH: (989) 797-1710 FX: (989) 797-1715
SAGINAW, MI 48603
Civil:
C1.1 C2.0 C2.1 C3.0
ELECTRICAL
E0.0
ED1
ED2
E1.0 E1.1 E2.0 E3.0 E4.0 E5.0A0.2
A0.3 A0.4
BM #1
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PARKING LOT PAVEMENT REPAIR SECTION (IF NEEDED)
FULL DEPTH CONSTRUCTION AREAS
ADA PARKING SIGN DETAIL
WATER SERVICE DETAIL
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SIDEWALK DETAIL AT PARKING LOT AREA
SOIL EROSION & SEDIMENTATION CONTROL MEASURES
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WELDING
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AUDITORIUM
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AUTO SERVICE LAB BODY SHOP
AG. LAB
MATERIAL
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CENTER
RECEIVINGBUILDING
MAINTENANCE
LAB
ADMINISTRATION
HEALTH
WING
AND SCIENCE
GREENHOUSE
GREENHOUSE
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KITCHEN
DIESEL SERVICE LAB
DINING
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ABBREVIATIONS:
EQ
.E
Q.
INTERIOR ELEVATION LOCATOR
BUILDING SECTION LOCATOR
DETAIL/SECTION LOCATOR
Reference Symbols
DETAIL AND SECTION IDENTIFICATION
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TO
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KEY NOTE
WINDOW SYMBOL
DOOR SYMBOL
WALL TYPE SYMBOL
CL
773231153029221010
11 12
17 9
9 2 8 18 20
24 25 29 281
20"
42" 12"
4"
" 24
"-3
6"
36"6" 18"
6" 36" 18"
5" MAX
GR
AB
B
AR
MA
X
36" MAX
GR
AB
B
AR
MF
G
ST
AN
D
ST
D
WA
TE
R
CL
OS
ET
WA
LL
M
TD
ST
D
WA
TE
R
CL
OS
ET
FL
OO
R
MT
D
" 24
36"6" 18"
GR
AB
B
AR
FL
OO
R
MT
D
WA
TE
R
CL
OS
ET
WA
LL
M
TD
WA
TE
R
CL
OS
ET
20"
42" 12"
4"
36" MAX
GR
AB
B
AR
GR
AB
B
AR
MF
G
ST
AN
D
UN
O
CL
R
CL
R
SA
NI
TA
RY
NA
PK
IN
DI
SP
OS
AL
W
AT
ER
C
LO
SE
T (W
/ D
IVE
RT
ER
FL
US
H
CO
NT
RO
L)
SA
NI
TA
RY
NA
PK
IN
DI
SP
OS
AL
TO
ILE
T
PA
PE
R
HO
LD
ER
TO
ILE
T
PA
PE
R
HO
LD
ER
3 3 26 17 33 26 17 3
"-4
1"
33" w/ NO TANK
"-4
1"
33" w/ NO TANK
39"-41"39"-41"
"-3
6"
"-3
6"
"-3
6"
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m ax m ax
>20-25 max20 max
(a) (b) m in m ax
42 min m in
X < 48
42 min
X < 48
36 min 36 min m in
(a) 180 degree turn (b) 180 Degree Turn (Exception) m in
48 min 24 max m in m in m in
24 max
10 max m ax m ax m ax m ax
> 10-24 max
(a) (b)
10 max m ax m in
(f) Latch Approach, Pull Side m in
* 24 min m in
22 min
(e) Hinge Approach, Push Side
42 min m in
(d) Hinge Approach, Pull Side
36 min 60 m in
(c) Hinge Approach, Pull Side m in12 min *
(b) Front Approach, Push Side m in
18 min
(a) Front Approach, Pull Side
(g) Latch Approach, Push Side, 24 min m in m in12 min
X > 8 m in
X > 824 min m in
(c) Stop or Latch Approach
22 min m in
(b) Pocket or Hinge Approach m in
(a) Front Approach
48 min 48 min
(a) (b)
48 min
(c)
60 min
X
36 min
X
30 min
(a) Forward (b) Parallel
48 min m in m in
24 min m in
36 min
12 min 12 min
60 min base ar
60 min 67 min
(a) Forward Approach (b) Parallel Approach
SECTION 305.5: SECTION 305.7:SECTION 304.3: SIZE OF TURNING SPACE
(a) Circular (Existing Buildings)
(b) Circular (New Buildings)
(c) T-shaped (Existing Buildings)
SECTION 305.3:
CLEAR FLOOR SPACE POSITION OF CLEAR FLOOR SPACE MANEUVERING CLEARANCE IN AN ALCOVE
17-25
6 max m in
(a) Elevation (b) Plan
11 min m in
8 min
9 min 30 m in
25 max
SECTION 306.2:
TOE CLEARANCE
SECTION 306.3:
KNEE CLEARANCE
(a) Elevation (b) Plan
SECTION 308.2.1
UNOBSTRUCTED
SECTION 308.2.2
OBSTRUCTED
FORWARD REACH FORWARD REACH
SECTION 308.3.1
UNOBSTRUCTED
SIDE REACH
SECTION 308.3.2
OBSTRUCTED
SIDE REACH
SECTION 403.5
ACCESSIBLE ROUTE
SECTION 403.5.1
CLEAR WIDTH AT 180° TURN
(c) Folding Door(a) Hinged Door (b) Sliding Door
32 min 32 min32 min
SECTION 404.2.2
CLEAR WIDTH OF DOORWAYS
(d) Without Doors
36 min
SECTION 307.2
LIMITS OF PROTRUDING OBJECTS CLEAR WIDTH OF AN
4 max
X ³
X
SECTION 404.2.3.3
MANEUVERING CLEARANCE AT
SLIDING AND FOLDING DOORS
SECTION 404.2.3.2
MANEUVERING CLEARANCE AT MANUAL SWING DOORS
*If both Closer And Latch are provided *If both Closer And Latch are provided ** 48 min If both Closer And Latch are provided
12 min *
*48 min If both Closer And Latch are provided
*54 min If both Closer And Latch are provided
(b) Side Approach m in m in
(a) Front Approach
SECTION 404.2.3.4
MANEUVERING CLEARANCE AT
DOORWAYS W./O DOORS
SECTION 404.2.3.5
MANEUVERING CLEARANCE AT
RECESSED DOORS
m in
18 min
X > 8
(a) Pull Side (b) Push Side (c) Push Side, Door Provided w./ Both Closer and Latch
SECTION 404.2.5
TWO DOORS IN A SERIES
NOTE: THESE DETAILS SUPERCEDE ANY AND
ALL DESIGN LAYOUTS AS SHOWN ON THE
ARCHITECTURAL PLAN VIEWS. SHOULD ANY
DISCREPANCY BE DISCOVERED, NOTIFY
ARCHITECT IMMEDIATELY.
MASONRY WIRE
ANCHOR
MASONRY TEE
ANCHOR
WOOD STUD
ANCHOR
STEEL STUD
ANCHOR
EXISTING WALL
ANCHOR
ADJUSTABLE BASE
ANCHOR
WOOD STUD BASE
ANCHOR
TYPICAL MULLION SECTIONS
WITH BASE ANCHORS
PLASTER PARTITION
ANCHOR (CEILING STRUT
OPTIONAL)
ALSO AVAILABLE
WITH LATCH (OR
BOLT), WHICH IS
AUTOMATICALLY
RETRACTED WHEN
DOOR IS OPEN
TOP CASE
ROD 3/4" OR 1/2"
DIA. OR 3/4"
HALF-OVAL
STILE WIDTH 2" MIN.
(DOUBLE DOOR):
2-1/2" (SINGLE DOOR
WITH 1/2" STOP).
USUALLY 3-1/2" - 5"
1-3/4" MIN.
2-5/8" - 2-3/4"
PROJECTION
FROM STILE
STILE 1-3/4" MIN.;
CONSULT
MANUFACTURER
ALSO AVAILABLE
WITH LATCH (OR
BOLT), WHICH IS
RETRACTED WHEN
DOOR IS OPEN:
MUST USE WHEN
THERE IS NO
THRESHOLD
DOOR
THICKNESS
1-1/4" MIN.
USUAL PROJECTION
FROM DOOR 4-1/2" -
5"
DOOR EDGE (ONE
MANUFACTURER)
DOOR THICKNESS
1-3/4" MIN. LOCK
BACKSET 2-3/4"
USUAL THROW 5/8" (3/4"
THROW REQUIRED FOR
UNDERWRITERS LABEL)
AVAILABLE WITH
2-5/8" PROJECTION
PARALLEL
ARM
COVER
ARM
FASTENED
TO DOOR
TOP-JAMB
APPLICATION
MODERN TYPE
MODERN TYPE W./ COVER PUSH BAR
MORTISE TYPE
RIM TYPE (SURFACE)
SURFACE VERTICAL ROD TYPE CONCEALED VERTICAL ROD TYPE
(HOLLOW METAL DOOR)
54 min m in
(a) New Buildings
(b) Existing Buildings m in
20 min m in
40 min
12 min 12 min
64 min base
(d) T-shaped (New Buildings)
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5 max 15 min
16-18 17-19
(a) WHEELCHAIR ACCESSIBLE
WATER CLOSETS
(b) AMBULATORY ACCESSIBLE
WATER CLOSETS
m in
18 min
60 min transfer side
36 min m in
60 min
(a) ADULT WALL HUNG
WATER CLOSET
(b) ADULT FLOOR MOUNTED WATER
CLOSETAND CHILDREN'S WATER
CLOSET
60 min m in
(a) ELEVATION
ADULT
9 min
6 min partition
6 min
6 min
6 min
(b) ELEVATION
CHILDREN
12 min partition
35-37 m in m in
17 max
13½ min 13½ min length of bathtub 12 min m in control end wall head end wall back wall control end wall back wall head end wall length of bathtub
48 min m in control wall back wall seat wall
60 min m in m ax m ax
6 max6 max side wall side wall back wall
5 max 15 min m ax C hi ld re n
Ad ul t
SECTION 602.5
DRINKING FOUNTAIN SPOUT
(a) Plan (b) Elevation
SECTION 604.2
WATER CLOSER LOCATION
CL CL
SECTION 604.3
m ax
CL
OTHER FIXTURES NOT
ALLOWED IN THIS
AREA
-1
SECTION 604.4
WATER CLOSET SEAT HEIGHT
-4
SECTION 604.5.1
-3
18 m in
12 42 min
54 min
39-41
CL
CL
SECTION 604.5.2
42 min
6 max
-3
CL
42 max
1/
2" m in m in
SECTION 604.7
DISPENSER OUTLET LOCATION
max min m in m ax
(a) PROTRUDING DISPENSER
BELOW GRAB BAR
(b) PROTRUDING DISPENSER
ABOVE GRAB BAR
max min m ax
(c) RECESSED DISPENSER m in18
SECTION 604.9.2 SECTION 604.9.2.3
60 min.
m in
ALTERNATE WHEELCHAIR
TOILET COMPARTMENT
WHEELCHAIR ACCESSIBLE
TOILET COMPARTMENT
SIZE OF CLEARANCE
FOR WATER CLOSET
SIDE-WALL GRAB BAR
FOR WATER CLOSET
REAR-WALL GRAB BAR
FOR WATER CLOSET
56 min m in
DOOR SHALL NOT
SWING INTO MIN.
AREA OF THE
COMPARTMENT
59 min
(WALL MOUNTED) ADULT
(FLR MOUNTED) ADULT
(WALL & FLR MOUNTED) CHILDREN
SECTION 604.9.2.3
WHEELCHAIR COMPARTMENT
DOORS SWINGING INTO TOILET
COMPARTMENT
4 max m in m ax
56 min
SECTION 604.9.3.1
DOOR OPENING LOCATION
(a) DOOR SWINGING ON FRONT
WALL OF PARTITION
(b) DOOR SWINGING ON SIDE
WALL OF PARTITION
m in m in
W
AL
L M
O U
N
TE
D
FL
O
O R
M O
U N
TE
D
SECTION 604.9.5
TOE CLEARANCE
(c) PLAN
SECTION 604.10.1
AMBULATORY COMPARTMENT
SECTION 604.10.1
AMBULATORY COMPARTMENT
(a) WALL HUNG (b) STALL TYPE m in max m in
CL
(a) PLAN
NOTE: HOT WATER AND
DRAIN PIPES UNDER
ACCESSIBLE LAVATORIES
SHALL BE INSULATED OR
OTHERWISE COVERED.
(b) SIDE
NOTE: THE DIP OF THE
OVERFLOW SHALL NOT BE
CONSIDERED IN
DETERMINING KNEE & TOE
CLEARANCES9
272934 m inm inm inm ax
6 max Toe
Clearance
17 8 min Knee
Clearancemin
SECTION 606.3
LAVATORIES AND SINKS
m in
(a) Removable Seat (b) Permanent Seat
SECTION 607.2
BATHTUBS W./ SEAT AT HEAD WALL
LAV COMPLYING W./
606.3 PERMITTED
LAV COMPLYING W./
606.3 PERMITTED
15 max head end wall
12 max m in control end wall back wall 8-10 control end wall head end wall m in m in
12 max 24 max24 min
8-10 back wall
(a) PLAN (b) ELEVATION
-3
3 - 6 m in m in
SECTION 607.4.1
GRAB BARS FOR BATHTUBS
W./ PERMANENT SEAT
SECTION 607.4.2
GRAB BARS FOR BATHTUBS
W./ REMOVABLE SEATS
(a) PLAN (b) ELEVATION
-3
3 - 6 m in m in control end wall
SECTION 607.5
LOCATION OF BATHTUB CONTROLS
CL
SECTION 608.2.1.2
TRANSFER-TYPE SHOWER
COMPARTMENT SIZE
CL
CLCL
52 min m in control wall back wall seat wall
CL
CLCL
(a) Existing Buildings (b) New Buildings
SECTION 608.2.2.1
ROLL IN-TYPE SHOWER
COMPARTMENT SIZE
(a) Without a Seat (b) With a Seat
LAV COMPLYING W./
606.3 PERMITTED
CL
CLCL
60 min m in m ax
6 max side wall side wall back wall
LAV COMPLYING W./
606.3 PERMITTED
CL
CLCL
NOTE: THESE DETAILS SUPERCEDE ANY AND
ALL DESIGN LAYOUTS AS SHOWN ON THE
ARCHITECTURAL PLAN VIEWS. SHOULD ANY
DISCREPANCY BE DISCOVERED, NOTIFY
ARCHITECT IMMEDIATELY.
BA
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AC
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AN
PARTIAL FIRST FLOOR PLAN
DINING RM.
CLASSROOM
KITCHEN
DINING ROOM
SERVING
CAFETERIA
EX. CORRIDOR
DISH WASHING EX. COOLER EX. FREEZER
TOILET RM.
PASSAGE
EX. SHIP/ REC.
EX. CORRIDOR
EX. STOR.
EX. CONF.
EX. CLASSROOM/ LAB
EX
. P
AS
SA
G E
EX. OFFICE EX. OFFICE
EX. OFFICE EX. OFFICE
EX. CLASSROOM
EX. TLT.
EX. TLT.
EX. CONF.
EX. PASSAGE
EX. STOR. EX. STOR.EX. TLT. EX. TLT. EX. ST.
EX. DAYCARE
EX. OFF.
EX. CORRIDOR
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ALTERNATE NO. 1
GENERAL DEMO NOTES:
DEMOLITION KEY NOTES:
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST. EX. STOR.
10 10
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PARTIAL SITE PLAN
EXISTING BUILDING
ADDITION
EXISTING BUILDING
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PARTIAL FIRST FLOOR PLAN
DINING ROOM
VEST.
MENS
WOMENS
CLASSROOM
OFFICE112
CLASSROOM
KITCHEN
DINING ROOM
SERVING
CAFETERIA
EX. CORRIDOR
DISH WASHING EX. COOLER EX. FREEZER
STORAGE
PASSAGE
WAIT STATION
STORAGE
EX. SHIP/ REC.
EX. CORRIDOR
EX. STOR.
EX. CONF.
EX. CLASSROOM/ LAB
EX
. P
AS
SA
G E
EX. OFFICE EX. OFFICE
EX. OFFICE EX. OFFICE
EX. CLASSROOM
EX. TLT.
EX. TLT.
EX. CONF.
EX. PASSAGE
EX. STOR. EX. STOR.EX. TLT. EX. TLT. EX. ST.
EX. DAYCARE
EX. OFF.
EX. CORRIDOR
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ALTERNATE NO. 1
A6.0
A6.0
A6.0
0A
100B
LOCKERS
4B
104A
PREP AREA
A8.0
A8.0
A6.0
A6.0
ENLARGED FLOOR PLAN1
A2.0
MENS
WOMENS
A8.0 2
A8.0
7 A8.0
A2.0
A2.0
ENLARGED FLOOR PLAN2
A2.0
A8.0
A8.0
A PARTITION WALL
NON-RATED
NON-BEARING WALL
WALL TYPES
B
A
B PARTITION WALL
NON-RATED
NON-BEARING WALL
A
AA
A
B
A
A
A
A8.05A8.0
4.5
4.8
6.6
6.9
7.3
8.2
B
VVUUTTSSRRQQPPOONNMMLLKKJJIIHHGGFFEEDDCCBBAAZY
A8.0
A8.0
A
B http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com
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HEAD DETAIL3
A3.0
JAMB DETAIL4
A3.0
HEAD DETAIL1
A3.0
JAMB DETAIL2
A3.0
DOOR TYPES
FRAME TYPES
FINISH SCHEDULE NOTES:
FINISHES KEY:
DOOR SCHEDULE NOTES:
HEAD DETAIL5
A3.0
JAMB DETAIL6
A3.0 HEAD DETAIL7
A3.0
JAMB DETAIL8
A3.0
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PARTIAL ROOF PLAN
BA
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4.5
4.8
6.6
6.9
7.3
8.2
VVUUTTSSRRQQPPOONNMMLLKKJJII
A6.0
A6.0
A6.0
A6.0
A6.0
A4.0
ROOF SUMP DETAIL
A4.0
ROOF CURB DETAIL
A4.0
ROOF PENETRATION
A4.0
EXHAUST FAN
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PARTIAL NORTH ELEVATION
PARTIAL EAST ELEVATION
PARTIAL SOUTH ELEVATION
A6.0
A6.0
A6.0
A6.0
A6.0
A6.0
A6.0
A6.0
VV UU TT SS RR QQ PP OO NN
8.2 8 7.3 7 6.9 6.6 6 5 4.8 4.5 R R
SS TT UU VV
A6.0
A6.0
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BUILDING SECTION1
A6.0
BUILDING SECTION2
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LOBBY 1011 WOMENS 1022 WOMENS 1023 DINING ROOM 1034 DINING ROOM 1035 DINING ROOM 1036
CLASSROOM 1097 CLASSROOM 109 AND LOCKERS 1118 LOCKERS 1119 LOCKERS 11110 WAIT STATION 10411
WAIT STATION 10412
A8.0
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A8.0
A8.0
A8.0
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13 CLASSROOM 109 AND LOCKERS 111 DISPLAY CASE15
A8.0
HOST STATION16
A8.0
COUNTER DETAIL17
A8.0
BOOTH DETAIL18
A8.0
BASE CABINET DETAIL19
A8.0
UPPER CABINET DETAIL20
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14 CLASSROOM 109
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PARTIAL FIRST FLOOR REFLECTED CEILING PLAN
DINING ROOM
VESTIBULE
MENS
WOMENS
CLASSROOM
OFFICE
CLASSROOM
KITCHEN
DINING ROOM
SERVING
CAFETERIA
EX. CORRIDOR
DISH WASHING EX. COOLER EX. FREEZER
STORAGE
PASSAGE 104
WAIT STATION
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EX. CORRIDOR
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N.I.C. N.I.C.
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N.I.C. N.I.C. N.I.C. N.I.C. N.I.C.
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CLASSROOM
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ALTERNATE NO. 1
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PREP AREA
FLOORING LEGEND
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GENERAL
1. THIS BUILDING HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MICHIGAN
BUILDING CODE, 2021 EDITION
1.A. DESIGN LOADS
1.A.A. FLOOR LIVE LOADS:
1.A.A.A. CLASSROOMS = 40 PSF
1.A.A.B. CORRIDORS = 100 PSF
1.A.B. ROOF: LIVE LOAD = 20 PSF, SOLAR READY DEAD LOAD = 5 PSF
1.A.C. SNOW LOADS
1.A.C.A. GROUND SNOW LOAD, Pg = 35 PSF 1.A.C.B. SNOW EXPOSURE FACTOR, Ce = 1.0 1.A.C.C. THERMAL FACTOR, Ct = 1.0
1.A.C.D. BUILDING CATEGORY II
1.A.C.E. IMPORTANCE FACTOR, Is = 1.0 1.A.C.F. FLAT ROOF SNOW LOAD, Pf = 24.5 PSF + DRIFTING
1.A.C.G. DRIFTING CALCULATED PER ASCE 7-16
1.A.D. WIND LOADS
1.A.D.A. BASIC WIND SPEED V = 107 MPH ( 3-SECOND GUST)
1.A.D.B. BUILDING CATEGORY II
1.A.D.C. IMPORTANCE FACTOR, Iw = 1.0
1.A.D.D. EXPOSURE CATEGORY C
1.A.D.E. INTERNAL PRESSURE COEFFICIENT ±0.18
1.A.D.F. COMPONENTS AND CLADDING LOAD PRESSURE:
1.A.D.F.A. ROOF (50ft²) -25.7 PSF (ZONE 1) 1.A.D.F.B. ROOF (50ft²) -42.2 PSF (ZONE 2) 1.A.D.F.C. ROOF (50ft²) -48.8 PSF (ZONE 3) 1.A.D.F.D. WALLS (50ft²) -22.4 PSF (ZONE 4) 1.A.D.F.E. WALLS (50ft²) -25.8 PSF (ZONE 5)
1.A.E. EARTHQUAKE LOADS
1.A.E.A. SEISMIC RISK CATEGORY II
1.A.E.B. SEISMIC IMPORTANCE FACTOR, Ie = 1.0 1.A.E.C. Ss = 0.066 (ASCE7-16 FIG. 22-1); S1 = 0.039
1.A.E.D. SITE CLASS = D
1.A.E.E. Fa = 1.6 (MBC TABLE 1613.3.3(1)); Fv = 2.4 1.A.E.F. Sms = Fa*Ss = 0.106; Sm1 = FvS1 = 0.093 1.A.E.G. Sds = (2/3)*Sms = 0.071 (MBC 1613.3.4); Sd1 = (2/3)*Sm1 = 0.062
1.A.E.H. SEISMIC DESIGN CATEGORY = A
1.A.E.I. SEISMIC RESISTING SYSTEM: STEEL ORDINARY CONCENTRICALLY BRACED FRAMES
1.A.E.J. DESIGN BASE SHEAR = 0.01W
1.A.E.K. SEISMIC RESPONSE COEFFICIENT, Cs = 0.01
1.A.E.L. RESPONSE MODIFICATION FACTOR, R = 6 -1/2
1.A.E.M. EARTHQUAKE LOADS CALCULATED PER ASCE 7-16 SECTION 1.4.3 "MINIMUM LATERAL FORCE
PROCEDURE"
1.A.E.N. DEFLECTION AMPLIFICATION FACTOR, Cd = 4.5
1.A.F. GUARD/HANDRAIL LOADS= 50 PLF LOAD APPLIED IN ANY DIRECTION AT THE TOP AND 200 POUND
CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. LOADS NOT
ASSUMED TO ACT CONCURRENTLY.
2. THE ARCHITECTURAL DRAWINGS SHALL BE WORKED WITH THE STRUCTURAL DRAWINGS. SOME STRUCTURAL
INFORMATION HAS BEEN INCORPORATED IN THE ARCHITECTURAL DRAWINGS.
3. THE STRUCTURE SHALL BE CONSIDERED TO BE IN AN UNSTABLE CONDITION UNTIL ALL WALL AND ROOF STRUCTURES ARE COMPLETED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STABILITY AND TO
RESIST LATERAL LOADS DURING ERECTION.
4. ALL NON LOAD BEARING WALLS SHALL BE CONSTRUCTED TO ALLOW FOR THE VERTICAL DEFLECTION OF THE
STRUCTURE ABOVE.
FOUNDATION
1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM ALLOWABLE BEARING CAPACITY OF 2,500 PSF. FOUNDATIONS
SHALL BEAR ON NATURAL CLAY UNDISTURBED SOIL OR ENGINEERED FILL PROPERLY PLACED UPON THESE CLAY
SOILS.
2. THE CONTRACTOR WILL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO MONITOR THE FOUNDATION WORK & DETERMINE THE QUALITY OF THE SOIL AT ALL FOOTING LOCATIONS. IF UNSUITABLE MATERIALS ARE ENCOUNTERED AT THE FOOTING LOCATIONS, THE UNSUITABLE MATERIALS SHALL BE REMOVED & REPLACED WITH COMPACTED ENGINEERED FILL OR THE FOOTING LOWERED AT THE DIRECTION OF THE
ARCHITECT OR ENGINEER.
3. CONTRACTORS SHALL BE AWARE OF AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, TANKS, ETC. DUE CARE SHALL BE EXERCISED DURING EXCAVATION SO THAT EXISTING UTILITIES ARE NOT DAMAGED
4. THE AREA OF PROPOSED CONSTRUCTION SHALL BE STRIPPED OF THE EXISTING TOP SOIL & PAVEMENT MATERIALS. ALL REMNANTS OF PREVIOUS STRUCTURES OCCUPYING THE SITE SHALL BE REMOVED AND BACKFILLED WITH ENGINEERED FILL, PROPERLY PLACED AND COMPACTED. FOLLOWING THE REMOVAL OF THE ABOVE ITEMS, IF COHESIVE MATERIALS ARE EXPOSED AT THE SUBGRADE ALL AREAS OF PROPOSED DEVELOPMENT SHALL BE THOROUGHLY PROOFROLLED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER. THE PROOF ROLLING SHOULD BE PERFORMED WITH A FULLY LOADED DUMP TRUCK OR OTHER HEAVILY LOADED PNEUMATIC TIRED VEHICLE MAKING CONTINUOUS SIDE-BY-SIDE PASSES ACROSS THE ENTIRE AREA, SUBGRADE AREAS THAT DEFLECT EXCESSIVELY OR PUMP DURING PROOF ROLLING SHOULD BE EXCAVATED AND BACK FILLED WITH ACCEPTABLE ENGINEERED FILL. IF EXISTING GRANULAR FILL MATERIALS ARE EXPOSED UPON STRIPPING OPERATIONS AT THE SUBGRADE, THE AREA SHOULD BE THOROUGHLY DENSIFIED WITH A LARGE DRUM ROLLER SUCH THAT THE TOP 12 INCHES IS COMPACTED TO AT LEAST 95 PERCENT OF THE
MAXIMUM DRY DENSITY VALUE DETERMINED BY ASTM STANDARD D-1557 (MODIFIED PROCTOR)
5. UPON COMPLETION OF THE SUB GRADE PREPARATION, THE SITE CAN BE RAISED TO THE PROPER ELEVATION WITH PROPERLY PLACED AND COMPACTED ENGINEERED FILL. ALL COMPACTED BACKFILL SHALL BE A CLEAN, UNIFORM GRADED, GRANULAR MATERIAL AND FREE OF FROZEN CHUNKS, ORGANICS, DEBRIS OR OTHER DELETERIOUS MATERIALS. ALL COMPACTED BACKFILL SHALL BE PLACED IN NO MORE THAN 10" LOOSE LIFTS AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY ASTM D-1557 (MODIFIED PROCTOR). THIS MAY BE DECREASED TO 90% IN THOSE AREAS TO BE LANDSCAPED & NOT
SUPPORTING STRUCTURE OR PAVEMENT.
CONCRETE
1. THE FOLLOWING CODES GOVERN THE DESIGN, DETAILING, FABRICATION AND CONSTRUCTION OF ALL
REINFORCED CONCRETE:
1.A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-21)
2. ALL CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:
2.A. FOOTINGS & PIERS 3000 PSI
2.B. SLAB ON GRADE 4000 PSI
2.C. ALL EXTERIOR EXPOSED CONCRETE SHALL BE ENTRAINED.
3. BEFORE PLACING CONCRETE REFER TO ARCHITECTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR LOCATIONS OF PIPE SLEEVES, EMBEDDED ITEMS, OPENINGS, EQUIPMENT PADS, ELECTRICAL CONDUITS, RECESSES, DRAINS, ETC. ALL OPENINGS FOR PIPE, CONDUITS, ETC. SHALL BE SLEEVED. MINIMUM SLEEVE
SPACING SHALL BE 3 SLEEVE DIAMETERS.
4. ALL DEFORMED BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.
5. ALL DEFORMED BAR REINFORCING SHALL BE SPLICED A MINIMUM OF 32 BAR DIAMETERS.
6. ALL WELDED WIRE FABRIC SHALL BE ASTM A185-01 SHEETS SHALL BE LAPPED A MINIMUM OF WIRE SPACING + 2".
7. PROVIDE RIGHT CORNER BARS W/ STD LAP @ CORNER OF ALL CONC. WALLS. LAP W/ TYPICAL WALL
REINFORCING. SIZE OF BAR TO MATCH TYPICAL HORIZONTAL REINFORCING.
8. CONTRACTOR TO PROVIDE VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION PER 2021 MBC CODE
TABLE 1705.3
STRUCTURAL STEEL
1. THE FOLLOWING CODE SHALL GOVERN THE DETAILING, FABRICATION & ERECTION OF ALL STEEL:
1.A. MANUAL OF STEEL CONSTRUCTION, 15TH EDITION (AMERICAN INSTITUTE OF STEEL CONSTRUCTION)
WIDE FLANGE SHAPES --- ASTM A-992, Fy = 50 KSI
STEEL PLATE, CHANNELS & ANGLES --- ASTM A-36
HSS SQ / RECT. --- ASTM A-500 GRADE B, Fy = 46KSI
PIPES --- ASTM A53 TYPE E OR S GRADE B
HSS ROUND --- ASTM A-500 GRADE B, Fy = 42KSI
2. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1 / D1.1 M:2017 STRUCTURAL WELDING CODE. E70XX ELECTRODES SHALL BE USED FOR WELDED SHOP & FIELD
CONNECTIONS.
3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4"Ø ASTM F3125 GR. A325 BOLTS. ALL BOLTED CONNECTIONS
SHALL BE CONSIDERED AS BEARING UNLESS NOTED OTHERWISE.
4. ALL BEAM CONNECTIONS ARE TO CONFORM TO AISC STANDARD TWO ANGLE WEB CONNECTIONS OR 3/8" THICK SHEAR TAB CONNECTIONS WITH BOLTS BASED ON TABLES BELOW. NO CONNECTION SHALL CONSIST OF LESS
THAN TWO 3/4"Ø BOLTS OR A WELD DEVELOPING LESS THAN 10 KIPS.
MINIMUM BOLT CONNECTION
W8 /W10 /W12 (2) 3/4" Ø BOLTS
W14 /W16 (3) 3/4" Ø BOLTS
W18 /W21 (4) 3/4" Ø BOLTS
W24 (5) 3/4" Ø BOLTS
W27 (6) 3/4" Ø BOLTS
THIS TABLE IS TO BE USED FOR STANDARD CONNECTIONS UNLESS NOTED OTHERWISE
5. ALL FIELD CONNECTIONS SHALL BE BOLTED UNLESS NOTED OTHERWISE. FIELD WELDING IS NOT ALLOWED
EXCEPT WHERE SPECIFICALLY INDICATED OR APPROVED.
6. ALL GROUT PADS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN 7 DAYS.
7. ALL ANCHOR BOLTS SHALL BE ASTM F1554 GR. 36.
8. PROVIDE AND HAVE IN PLACE ADEQUATE LATERAL BRACING & VERTICAL SUPPORTS FOR THE SAFE ERECTION AND TRUE ALIGNMENT OF THE STRUCTURAL STEEL. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE
SAFE ERECTION & TEMPORARY BRACING OF STRUCTURAL STEEL.
9. VERIFY NUMBER AND SIZE OF OPENINGS IN ROOF, WALLS, AND FLOOR WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS, FOR STRUCTURAL REQUIREMENTS.
VERIFY ALL DETAILS & INFORMATION WITH THE APPROPRIATE CONTRACTOR.
10. ALL DIMENSIONS RELATED TO STRUCTURAL STEEL USED TO SUPPORT EQUIPMENT OR FRAME OPENINGS SHALL BE VERIFIED WITH CERTIFIED AND APPROVED SHOP DRAWINGS OF PURCHASED EQUIPMENT PRIOR TO DETAILING
AND FABRICATION.
11. ALL EDGES OF METAL DECK SHALL BE SUPPORTED AT A CHANGE IN DECK SPAN WHETHER SHOWN ON DRAWINGS
OR NOT. PROVIDE TUBE STEEL OR A DOUBLE ANGLE BETWEEN JOIST AND METAL DECK.
12. WELD ALL STEEL BEAMS TO BEARING PLATES W/ 5/16x 4" LONG FILLET WELD, EACH SIDE OF BEAM U.N.O.
13. CONTRACTOR TO PROVIDE VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION PER 2021 MBC CODE.
CONCRETE MASONRY
1. THE FOLLOWING CODES GOVERN THE DESIGN, DETAILING & CONSTRUCTION OF ALL MASONRY:
1.A. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-13)
1.B. SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-13)
2. ALL MASONRY SHALL HAVE A COMPRESSIVE STRENGTH, f'm = 2,000 PSI.
3. ALL MORTAR FOR LOAD BEARING AND EXTERIOR CONCRETE MASONRY SHALL BE TYPE S, ABOVE GRADE AND
TYPE M BELOW GRADE PROPORTIONED BY VOLUME ACCORDING TO ASTM C-270.
4. ALL GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI, AND SHALL BE PROPORTIONED
BY VOLUME ACCORDING TO ASTM C-476.
5. ALL CONCRETE MASONRY UNITS SHALL BE ASTM C-90 GRADE N,TYPE I UNITS MEDIUM WEIGHT UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER DETAILS WITH REGARD TO FACE FINISH.
6. ALL MASONRY WALLS SHALL HAVE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE) AT 16" O.C. PROVIDE
PREFABRICATED CORNER PIECES AT ALL CORNERS & INTERSECTIONS OF WALLS.
7. ALL DEFORMED BAR REINFORCING SHALL BE ASTM A-615 GRADE 60. LAP SPLICES IN WALLS SHALL BE A MINIMUM
OF 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE.
8. REINFORCE ALL MASONRY WALLS AS SHOWN ON SCHEDULE AND DETAILS. PLACE BAR ON CENTERLINE OF WALL IN FULLY GROUTED CELL FULL HEIGHT OF THE WALL. LAP REINFORCEMENT WITH TYPICAL FOOTING DOWEL, SEE
WALL SECTION FOR DOWELS REQUIREMENTS.
9. SEE ARCHITECTURAL DRAWINGS FOR MASONRY JOINT LOCATIONS.
10. CONTRACTOR TO PROVIDE VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION PER 2015 MBC CODE
SECTION 1705.4.
STEEL JOISTS
1. STEEL JOIST DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS AND STANDARD
SPECIFICATIONS FOR THE STEEL JOIST INSTITUTE AND THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
ONLY STEEL JOISTS FROM A STEEL JOIST INSTITUTE APPROVED FABRICATORS WILL BE ACCEPTABLE.
2. PROVIDE WELDED HORIZONTAL BRIDGING AND BOLTED DIAGONAL BRIDGING AS REQUIRED PER STEEL JOIST
INSTITUTE REQUIREMENTS.
3. ALL CONCENTRATED LOADS DUE TO HANGERS, MECHANICAL EQUIPMENT, ETC. SHALL BE SUPPORTED ONLY AT JOIST PANEL POINTS. PROVIDE ADDITIONAL MEMBERS AS NECESSARY TO MEET THIS REQUIREMENT.
4. DESIGN ROOF JOISTS FOR A NET UPLIFT OF 10 PSF. UPLIFT BRIDGING SHALL BE PROVIDED AS REQUIRED.
5. WELD STEEL JOISTS TO ALL SUPPORTS W/ 3/16" x 3" LONG FILLET WELD EACH SIDE OF JOIST.
6. CONTRACTOR TO PROVIDE VERIFICATION AND INSPECTION OF OPEN-WEB STEEL JOIST AND JOIST GIRDERS PER
2021 MBC CODE TABLE 1705.2.3 .
S0.1
TYP ROOF DECK ATTACHMENT
SCALE: NOT TO SCALE
NOTES:
1. DECK TO HAVE 36" NET COVERAGE
2. NO. 10 SELF-TAPPING SCREWS
OR POWDER ACTUATED ANCHORS
MAY BE SUBSTITUTED FOR PUDDLE
WELDS
TYPICAL EDGE SUPPORTS:
1. ANGLE AT ADJACENT WALL
2. ANGLE OR BENT PLATE AT EAVESIDE LAP
EDGE
INTERMEDIATE
SUPPORT
INTERMEDIATE
SUPPORT
END
SUPPORT
END
SUPPORT
2" MIN LAP
(TYP AT END
SUPPORT)
5/8" DIA PUDDLE WELD AT 12" C TO C (36/4)
(TYP AT INTERMEDIATE SUPPORTS)
5/8" DIA PUDDLE WELD AT 6" C TO C
(TYP AT EDGE SUPPORTS)
5/8" DIA PUDDLE WELD
AT 12" C TO C (36/4)
(TYP AT END SUPPORTS)
NO. 10 SELF-TAPPING
SCREWS AT 24" C TO C
(TYP AT SIDE LAP)
6" MIN COMPACTED
CONTROL JOINT (CJ)
VAPOR BARRIER
GRANULAR FILL
CONSTRUCTION JOINT (CSJ)
VAPOR BARRIER
PRE-FORMED
METAL KEY WAY
STOP W.W.F. @ JOINT
4" SLAB ON GRADE
W/ WWF 6x6 W1.4 x W1.4
FIN. FLR.
100'-0"
6" MIN COMPACTED
GRANULAR FILL
FIN. FLR.
100'-0"
4" SLAB ON GRADE
W/ WWF 6x6 W1.4 x W1.4
IN UPPER THIRD OF SLAB
1/4" W. x 1" DEEP SAW CUT.
CUTWITHIN 3-12 HOURS AFTER
SLAB HARDENS.
NOTE:
CONTRACTOR TO DETERMINE LOCATION OF CONSTRUCTION
JOINTS (CSJ). CONSTRUCTION JOINTS TO BE PLACED IN LIEU OF
CONTROL JOINTS AT CJ. LOCATIONS INDICATED ON PLANS ONLY.
S0.1
SLAB ON GRADE DETAILS
SCALE: NOT TO SCALE
S0.1
LOW LIFT-GROUTING TECHNIQUE
GROUT IS PLACED IN LIFT UP TO 5'-0"
SCALE: NOT TO SCALE
L
NOTE:
BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT SHALL BE
FORMED BY STOPPING ALL WYTHES AT THE SAME ELEVATION AND WITH GROUT
STOPPING A MINIMUM OF 1 1/2" BELOW A MORTAR JOINT, EXCEPT AT TOP OF WALL
PREFABRICATED JOINT
REINFORCEMENT PER
GENERAL NOTES &
SPECIFICALTIONS
PLACE MORTAR ON
CROSS WEBS ADJACENT
TO CELLS WHICH WILL
BE GROUTED TO
PREVENT LEAKAGE
CELLS CONTAINING STEEL
ARE FILLED SOLID WITH
COARSE GROUT. VERTICAL
CELLS SHOULD PROVIDE A
CONTINUOUS CAVITY, FREE
OF MORTAR DROPPINGS, AND
AT LEAST 2 1/2" X 3" IN SIZE.
VERTICAL
STL REINF.
PLACE REINF ON
C OR WALL U.N.O.
STEEL IN BOND BEAM IS SET
IN PLACE AS WALL IS LAID UP.
PLACE METAL LATH OR
WIRE SCREEN UNDER BOND
BEAM TO CONFINE GROUT.
VERTICAL STEEL-LAP AS PER
GENERAL NOTES. HOLD
VERTICAL REINFORCEMENT IN
POSITION WITH PREFAB. REBAR
POSITIONED AT MAXIMUM
SPACING OF 192 BAR DIAMETERS
SLOPE 1/4" 1 FT FIN. FLR.
SEE PLAN
1/2" EXP JT
(2) #4 CONT.
#4 DOWELS @ 48" O.C.
T.O. FTG.
SEE SCHEDULE
#4 DOWELS 24" O.C.
1'-4"
1'- 0"
SEE PLAN FOR
FOUNDATION
WALL SIZE
SEE FOOTING SCH
FOR SIZE AND REINF
4" SLAB ON GRADE
#4 DOWELS 24" O.C.
3" CLR
3" CLR TYP
6" 2" CL
R
SEE ARCH
2" BEAD BOARD#4 @ 12" EACH WAY
STOOP FTG BEYOND
S0.1
TYP STOOP
SCALE: 3/4" = 1'-0"
° T
YP
2" M
IN.
C COLL
C
CO
L L
S0.1
TYP. ISOLATION JOINT DETAIL
SCALE: NOT TO SCALE
1/2" ISOLATION JT.
COL OUTLINE OF
BASE PL BELOW
SCJ OR SCSJ TYP
3"
CL
R
1'-0"
SE
E D
ET
AIL
S
NOTE:
SEE FOUNDATION PLAN FOR LOCATION OF STEPS
TYP FTG REINF, SEE
SECT'S / FTG SCH
FOR MORE INFO
STD REINF LAP,
SEE GEN NOTES
(TYP)
SLOPED BARS,
MATCH FTG REINF
3"
CL
R3" CLR.
EX TUNNEL
#5 DOWELS 12 LG, W/ 6" EMBED
B.O.C. FTG
91'-6"
(FIELD VERIFY)
SE
E F
TG
SC
H
CONC SLAB,
SEE PLAN
CONC SLAB
100'-0"
FIELD VERIFY TOP OF
TUNNEL ELEVATION,
PROVIDE CONC
TOPPING AS REQ'D
S0.1
TYP. STEP FTG DETAIL
NOT TO SCALE
OPEN
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PROJECT NO.
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SHEET NO.
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APPROVED
AutoCAD SHX Text
DATE
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DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SBRYANT
AutoCAD SHX Text 3-17-26
AutoCAD SHX Text S0.1
AutoCAD SHX Text
ARCHITECTS
AutoCAD SHX Text
PLANNERS
AutoCAD SHX Text
INTERIORS
AutoCAD SHX Text
MWEISS
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BAY CITY, MICHIGAN
AutoCAD SHX Text
W8x18
W8x18
W8x15
W1 0x
W8 x1
W8x1
W16x31
W10x19
ROOF FRAMING PLAN
SCALE 1/8" = 1'-0"
NORTH
FOUNDATION PLAN
SCALE 1/8" = 1'-0"
NORTH
CJ
CJ
CJ
CJ
CJ
CJ CJ CJ
CJ CJ
T.O. CONC
100'-0" (ASSUMED)
12" FOUNDATION WALL AT
EXT. WALL
4" CONC SLAB ON
GRADE W/ WWF 6X6
W1.4XW1.4 REFER
TO DETAIL 1/S0.1
56'-3 1/2"
'-1
1"
HSS3x3 x1/4
HSS4x4 x1/4
W12x22
F1
WF1
FOOTING SCHEDULE
FOOTING
MARK
FOOTING SIZE
WIDTH x THICKNESS REINFORCEMENT TOP OF FTG. ELEV REMARKS
2'-0" x CONT. x 1'-0" (2) #5 BARS CONT 97'-4" DET 1/S2.0
F1 2'-6" x 2'-6" x 1'-0" (3) #5 BARS EACH WAY DET 2/S2.099'-4"
WF1 TYP @ EXT WALLS
S2.0 TYP
S2.0
S2.0
S2.0
S2.0
S2.0
1.5B 22 GA MTL DECK
SPAN DIRECTION
12K3 JOISTS @ 5'-0" O.C.
4'-0"
12" CMU FND
WALL TYP
S2.0
1'-0"
W10x19
W8 x1
W8 x1
HSS4x4x1/4
W8 x1
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4 x1/4
HSS4x4 x1/4
HSS4x4 x1/4
HSS4x4 x1/4
HSS4x4 x1/4
HSS4x4x1/4
W8x18
W8 x1
W8 x1
6'-0" 6'-4"6'-4"
EX FTG & WALL
TO REMAIN
37'-7 1/2" 18'-8"
'-4
6'-
7" 12'-11 1/4"
7'- 0"
7'-0" 18'-8"
HSS3x3 x1/4
HSS4x4 x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4 x1/4
HSS4x4 x1/4
HSS4x4 x1/4
HSS4x4x1/4
S0.1 TYP
2'-4" 11'-3 1/2" 13'-3 1/4" 6'-8" 18'-8"
7'- 0"
'-1
0" 6'-
6'- 8"
'-6
HSS4x4x1/4HSS4x4 x1/4
HSS4x4x1/4
EX STL COL EX STL COL
EX ROOF FRAMING TO REMAIN
VERIFY IN FIELD
EX
TU
NN
EL
FIELD VERIFY TOP OF
TUNNEL ELEVATION,
PROVIDE CONC
TOPPING AS REQ'D
S2.0 TYP
S2.0
S2.0
STEP FTG, REFER
TO DET. 6/S0.1 TYP
WF1 TYP @ EXT WALLS
'-0
EX WALL & COL FTGS
TYP TO REMAIN
EX STL COL
TYP FIELD VERIFY
BM TO RUN
OVER COL @
THIS LOCATION
MTL STUD BOX HEADER
PER STUD DESIGNER
TYP @ OPENINGS
PROVIDE 3/8" BASE
PLATE W/ (2) 3/4" Ø EXP
BOLTS (6" EMBED) TYP
@ COLS IN EXT WALLS
2 LAYERS OF 8" CMU OR 1 LAYER
OF 16" CMU @ THIS WALL WHERE
BRICK IS ON BOTH SIDES
1'-4"
S2.0
W8x10
W8x10W8x1
3'-1 3/4"
CL STLCL STL CL STL CL STL CL STL CL STL CL STL
CL STL
CL STL
CL STL
CL STL
CL STL
CL STL
NOTE: ROOF FRAMING HAS
BEEN DESIGNED WITH AN
EXTRA 5 PSF CAPACITY TO BE
SOLAR READY
RTU
K8
JO
IST
K8
JO
IST
K8
JO
IST
K8
JO
IST
K8
JO
IST
K8
JO
IST
KC
S4
JO
IST
AT
R
TU
5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
5'-0" 5'-0" 5'-0"
K3
JO
IST
K3
JO
IST
K3
JO
IST
REFER TO 12&13/S2.0
KC
S4
JO
IST
AT
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PROJECT NO.
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SHEET NO.
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SBRYANT
AutoCAD SHX Text 3-17-26
AutoCAD SHX Text S1.0
AutoCAD SHX Text
ARCHITECTS
AutoCAD SHX Text
PLANNERS
AutoCAD SHX Text
INTERIORS
AutoCAD SHX Text
MWEISS
AutoCAD SHX Text
BAY CITY, MICHIGAN
S2.0
SECTION
SCALE: 3/4" = 1'-0"
S2.0
SECTION
SCALE: 3/4" = 1'-0"
T.O. FTG.
SEE SCH
CONC SLAB
100'-0"
3'- 6"
MI
N
SE
E S
CH
SEE SCHFTG REINF. SEE SCH
CONC SLAB, SEE PLAN
3" CLR
3" CLR
#5 DOWELS HOOKED
DOWELS @ 48" O.C. GROUT CELLS
SOLID BELOW
GRADE
BRICK VENEER,
SEE ARCH
GRADE
ISOLATION JOINT, SEE DETAIL 3/S0.1
T.O. FTG.
SEE SCH
SE
E S
CH
SEE SCH
3" CLR
3" CLR
FTG REINF.
SEE SCH
S2.0
SECTION
SCALE: 3/4" = 1'-0"
S2.0
SECTION
SCALE: 3/4" = 1'-0"
CONC SLAB
100'-0"
10"x10"x3/8" BASE PLATE W/ (4)
3/4"Ø F1554 GR.36 ANCHORS
EMBEDDED 8" MIN.
EX FTG
EX CMU FND WALL
S2.0
SECTION
SCALE: 3/4" = 1'-0"
S2.0
SECTION
SCALE: 3/4" = 1'-0"
1 1/2" MTL ROOF DECK, REFER TO PLAN
STEEL JOIST TYP, SEE PLAN
JST BRG
SEE ARCH
STEEL JOIST
BEYOND TYP, SEE
PLAN
3/16 3" 3/16 3"
SE
E S
CH
EX CONC SLAB
2.0
SECTION
SCALE: 3/4" = 1'-0"
JST BRG
SEE ARCH
STEEL JOIST TYP,
SEE PLAN
ROOFING & INSUL,
SEE ARCH
1 1/2" MTL ROOF DECK,
REFER TO PLAN
3x3x1/4" EDGE
ANGLE
ROOFING & INSUL,
SEE ARCH
EX JOIST
EX STL BM
EX REINF
CONC SLAB, SEE PLAN CONC SLAB,
SEE PLAN
FTG REINF. SEE SCH
BOND BREAKER TYP
(2) #5 DOWELS 12 LG, W/ 6" EMBED
S2.0
SECTION
SCALE: 3/4" = 1'-0"
HSS COL, SEE PLAN
CONC SLAB
100'-0"
12" CMU FND WALL 12" CMU FND WALL
ROOF DECK,
SEE PLAN
ROOFING & INSUL,
SEE ARCH
T.O. JOIST
SEE ARCH DWG
600S137-43 MTL STUD
WALL @ 16" O.C.
L3x3x1/4 EDGE ANGLE
STL JST SEE PLAN
3/16 3" 3/16 3"
3/16
STL JST SEE PLAN
ROOFING & INSUL,
SEE ARCH
ROOF DECK,
SEE PLAN
STL BM SEE
PLAN
600S137-43 MTL STUD
WALL @ 16" O.C.
T.O. JOIST
SEE ARCH DWG
18 GA
DEFLECTION
CONN @ TOP
OF WALL TYP
STL BM
SEE PLAN
CONC SLAB,
SEE PLAN
BOND BREAKER TYP
4x9x3/8" BASE PLATE
W/ (2) 3/4"Ø EXP
BOLTS EMBEDDED 6"
MIN.
EX FTG
EX CMU FND WALL
EX CONC SLAB
S2.0
SECTION
SCALE: 3/4" = 1'-0"
STL COL, SEE PLAN
18 GA DEFLECTION
CONN. @ TOP OF
WALL TYP5/8" GYPSUM BOARD,
SEE ARCH
CAP PER ARCH
3/16 3"-12" STL BM, SEE PLAN
EXT PANEL
PER ARCH
EXT PANEL
PER ARCH
HSS COL, SEE PLAN
W BEAM,
SEE PLAN
W BEAM,
SEE PLAN
TYP. SHEAR
CONNECTION,
SEE NOTES
S2.0
SECTION
SCALE: 3/4" = 1'-0"
DRYWALL W/ #8 SCREWS (MIN)
@ 6" FOR EDGES & 12" FOR
INTERMEDIATE SUPPORTS
DRYWALL W/ #8 SCREWS (MIN)
@ 6" FOR EDGES & 12" FOR
INTERMEDIATE SUPPORTS
EX 6" MTL STUD
3/16 3"-12"
CAP PER ARCH
EX STL BM
EX 6" MTL STUD
3/16 3" 3/16 3"
3/16
STL JST SEE PLAN
ROOFING & INSUL,
SEE ARCH
ROOF DECK,
SEE PLAN
STL BM SEE
PLAN
T.O. JOIST
SEE ARCH DWG
EX JOIST
EX JOIST
S2.0
SECTION
SCALE: 3/4" = 1'-0"
JOINT PER ARCH
L3x3x1/4 " EDGE ANGLE
DRYWALL W/ #8 SCREWS (MIN)
@ 6" FOR EDGES & 12" FOR
INTERMEDIATE SUPPORTS
L3x3x1/4 " EDGE ANGLE
ZIP-R SHEATHING ATTACHED
W/ 10D NAILS @ 6" FOR
EDGES & 12" FOR
INTERMEDIATE SUPPORTS ZIP-R SHEATHING ATTACHED
W/ 10D NAILS @ 6" FOR
EDGES & 12" FOR
INTERMEDIATE SUPPORTS
ZIP-R SHEATHING ATTACHED
W/ 10D NAILS @ 6" FOR
EDGES & 12" FOR
INTERMEDIATE SUPPORTS
6" CMU
600S137-43 MTL STUD WALL @ 16" O.C.
PROVIDE 5/8" EXP BOLTS AT 32" O.C. TO
FOUNDATION (4" MIN EMBED) TYP
T.O. STEEL
SEE ARCH DWG
NOTE:
ROOF FRAMING NOT
SHOWN FOR CLARITY
JOINT PER ARCH
BRICK HERE TO BE
REMOVED, REFER TO ARCHEX WALL FRAMING
4"
9"
2" 2"
(2) 3/4" Ø EXP
BOLTS W/ 6"
EMBED
A-A
A-A PLAN
T.O. STEEL
SEE ARCH DWG
CAP PER ARCHROOF DECK,
SEE PLAN
ROOFING & INSUL,
SEE ARCH
L3x3x1/4 EDGE ANGLE
STL BM SEE
PLAN
STL BM SEE
PLAN
EXT PANEL
PER ARCH
3/16
STL BM SEE
PLAN
TYP. SHEAR
CONNECTION,
SEE NOTES
BOND BREAKER
(4) 3/4" Ø A325-N
BOLTS TYP
MTL STUD SOFFIT
FRAMING PER ARCH
AND MANUFACTURER
SEE NOTE 2
SEE PLAN
SEE NOTE 3
SE
E N
OT
E 3
SE
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OT
E 3
1" MAX
1"
MA
X
SE
E N
OT
E 2
COPE VERTICAL LEG
AS REQ'D
S2.0
TYP ROOF OPENING DETAIL
SCALE: NTS
NOTES:
1. PROVIDE FRAMES @ ALL ROOF OPENINGS LARGER THAN 5" WIDE.
2. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
LOCATION OF REQUIRED OPENINGS. COORDINATE SIZE + LOCATION WITH
APPROPRIATE CONTRACTOR
3. AT JOIST/BEAM SPACING LARGER THAN 8' OR AT RTU CURB SUPPORT,
PROVIDE L5x4x3/8 LLV FRAMING. AT JOIST/BEAM SPACING LESS THAN 8', PROVIDE L4x4x1/4 FRAMING.
4. INCLUDE SUMP PAN AT DRAIN OPENINGS
SEE PLAN FOR ROOF JOIST OR BEAM SIZE
SEE NOTE 3
3/16TYP
3/16OPEN
TYP
S2.0
TYP SECTION
AT POINT LOAD
SCALE: NOT TO SCALE
1/8TYP
STL JOIST
MTL DECK
TOP CHORD
CONCENTRATED
LOAD
BOT. CHORD
CONCENTRATED
LOAD
(2) L1 1/2 x 1 1/2 x 1/4
WEB REINF. ONE EA
SIDE OF JOIST
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AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SBRYANT
AutoCAD SHX Text 3-17-26
AutoCAD SHX Text S2.0
AutoCAD SHX Text
ARCHITECTS
AutoCAD SHX Text
PLANNERS
AutoCAD SHX Text
INTERIORS
AutoCAD SHX Text
MWEISS
AutoCAD SHX Text
BAY CITY, MICHIGAN
MECHANICAL SPECIFICATIONS
1. MECHANICAL PLANS ARE DIAGRAMMATIC IN NATURE, INTENDED TO INDICATE DESIGN INTENT ONLY. THE MECHANICAL CONTRACTOR IS EXCLUSIVELY RESPONSIBLE TO COORDINATE SPECIFIC LOCATIONS OF ITEMS AND ADJUST AS REQUIRED TO ACCOMMODATE CODE REQUIREMENTS, EXISTING CONDITIONS (IF RENOVATION PROJECT), BUILDING STRUCTURE, SPRINKLER PIPING (IF ANY), LIGHTS, PLUMBING, ELECTRICAL WORK, AND THE WORK OF ALL OTHER TRADES. DIMENSIONS SHALL BE FIELD-VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. FIELD MODIFICATIONS (SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST.
2. ALL OF THE MECHANICAL INFORMATION IS PRESENTED ON AN X-REFERENCED BACKGROUND FLOOR PLAN. IN CASE OF CONFLICT BETWEEN BACKGROUND PLAN AND ARCHITECTURAL FLOOR PLAN, ARCHITECTURAL FLOOR PLAN SHALL GOVERN.
3. THE HVAC CONTRACTOR SHALL PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS MENTIONED, LISTED OR SCHEDULED ON THE DRAWINGS AND IN THESE SPECIFICATIONS, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT AND ALL INCIDENTALS
NECESSARY REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS.
4. THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES AND IS NOT RESPONSIBLE FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THOSE DOCUMENTS PREPARED BY THE ENGINEER.
5. IF BIDDING CONTRACTOR WOULD LIKE TO SUBSTITUTE ANY SPECIFIED MECHANICAL DEVICES, HVAC EQUIPMENT, THERMOSTATS, COILS, FANS, INSULATION, HANGERS, PIPING, VFD's, ETC., THEY MUST PROVIDE SUBMITTAL TYPE DRAWINGS TO THE ENGINEER A MINIMUM OF 7 DAYS PRIOR TO BIDDING THE PROJECT. IF THESE APPROVAL DRAWINGS ARE NOT SUBMITTED AND ACCEPTED, THE SPECIFIED EQUIPMENT
MUST BE USED - NO EXCEPTIONS.
6. THE HVAC CONTRACTOR SHALL MAINTAIN AND KEEP AN UP-TO-DATE SET OF DRAWINGS REFLECTING "AS-BUILT" CONDITIONS OF THEIR WORK. CONTRACTOR SHALL INDICATE EXACT DIMENSIONS AND ELEVATIONS FOR ALL UNDERGROUND AND/OR CONCEALED WORK. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL DELIVER THE AS-BUILT DRAWINGS TO THE CM OR GC.
7. THE INSTALLATION SHALL BE MADE SO THAT ALL COMPONENT PARTS FUNCTION TOGETHER AS A WORKABLE SYSTEM; IT SHALL BE…
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