Straits SP Architectural Bids Part 2.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 220000000392
- Issued by
- Mackinac County, Michigan
About this file
This document is related to a state and local contract opportunity for the Straits State Park Shower Building Improvements project in Mackinac County, Michigan. The project includes the construction of a new shower building with concrete foundation, masonry block walls, wood framed roof, and other associated site work. The document provides detailed specifications and drawings for the project, including information on the structural design, concrete and masonry requirements, roofing, plumbing, electrical, and other building components. Key dates include a 50% design phase review on 4/1/21, a 90% design phase review on 11/5/21, and the final bid documents phase on 5/20/22. The contract will be awarded by the Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division.
The document outlines the structural design requirements, including load criteria, concrete and masonry specifications, and steel framing details. It also provides instructions for temporary shoring and bracing during construction. The project is funded by the State of Michigan, but no specific funding amounts or sources are provided. There is no mention of any set-aside requirements or incumbent contractors.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Straits Plan Updates.pdf | ||
| Civil Plans A.pdf | ||
| Specifications_19156 - Part 2.pdf | ||
| Addendum 2 19156.pdf | ||
| Addendum 1 19156.pdf | ||
| Specifications_19156 - Part 1.pdf | ||
| MEP addenda 1.pdf | ||
| Straits MPE Bids.pdf | ||
| Advertisment 19156.pdf | ||
| Civil Plans B.pdf | ||
| Straits SP-Electrical Plans.pdf | ||
| Straits SP Architectural Bids Part 1.pdf |
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 1
1 1
TYP.
TYP.
TYP.
TYP.
A
S201
TYP.
S401
C S201
B S102
E S201
TYP. @
DOORS
12 12 12
121212
8 8
2X8 ROOF @ 16" O.C.
ROOFING FOR GABLE
OVERLAY
2X4 GABLE END WALL
BELOW
(2) 2x10
(2) 2x10
(2 2x
(2 2x opening for duct work coordinate with hvac contractor.
center beam on wall to allow bearing for hanger.
PROVIDE 3" BEARING
FOR RIDGE BOARDS.
2X`0 ROOF @ 16" O.C.
ROOFING rafters
A401
TYP.
A401
TYP.
A401
2X4 GABLE END WALL
BELOW
typ typ typ typ sawcut 1 4 of slab thickness w/ joint filler, re: spec.
concrete grade slab w.w.f. - refer to notes cut every other wire at joint
2" X 8" smooth dowels @ 24" o.c.
grease and embedded in 2nd.
pour concrete grade slab w.w.f. - refer to notes cut every other wire at joint
4" 4"
1 4" CONCRETE SLAB W/ W.W.F. 6x6-W1.4xW1.4 IN TOP 1
3 OF SLAB
OVER 10 MIL. VAPOR BARRIER ON COMPACTED GRANULAR FILL.
SLOPE CONCRETE AS SHOWN ON SHEET A.101
CONCRETE SLAB PLAN TO ACCOMMODATE POSITIVE DRAINAGE
TO FLOOR DRAINS. SEE FINISH PLAN FOR POLISHED/SEALER
AREAS SHEET A601.
12" REINFORCED CONCRETE FOUNDATION WALL WITH
CONT. 24" X 12" STRIP FTG.
STEP FOUNDATION WALL 8" AT DOOR THRESHOLD /
ENTRY SYSTEM. (one course of block at doors)
4" CONCRETE GRADE SLAB; COORD. W/ CIVIL ENG. DOCUMENTS
PROVIDE THRU-WALL PVC SLEEVES AS REQUIRED PER PLUMBING
AND ELECTRICAL DRAWINGS. COORDINATE SIZE AND LOCATION
WITH RELATED TRADES.
16"x16" PIER SUPPORTED BY 36"x36" PAD FTG.
2x10 SPF NO 1 RAFTERS @ 16" O.C.
(2) 1 34" x 5 1
2" LVL W/ SIMPSON TOP FLANGE HANGER @ CMU WALL
CONNECTION SIMPSON STRONG TIE LBV3.56/5 1/2 OR W 3 1/2 X 5 1/2
- wrap w/ cedar boards - INSET BEAM FROM CORNER TO
ALLOW BEARING OF HANGER
(2) 1 34" x 7 1
4" LVL PROVIDE MIN. 3 STUD BEARING.
8" CMU LINTEL W/ (2) #5 CONT., BOND BEAM at openings
(2) 2X8 TOP PLATE SECURE TO BLOCK WTH 1/2" ANCHOR BOLT @
6'-0" O.C. OR SIMPSON STRONG TIE PER MANF.
8" dia. wood COLUMN W/ SIMPSON Cbtz concealed beam tie.
see detail 'c's201
2X6 NAILER
24"x12" REINFORCED CONC. STRIP FTG. - REFER TO DETAIL A / S201S
2x12 RIDGE BOARD
8" cont. bond beam @ top course provide grounding bar connected to footing reinforcing per NEC Section 250.52(A)(3) coordinate with electrical contractor, SEE SECTION 3, A501
(2) 1 34" X 5 1 2" lvl wrap w/ cedar boards
INDICATES 8" CONCRETE BLOCK WALL ABOVE.
provide #4 cont. reinf. @ 48" o.c. max with reinforcing at corners, intersections and each side of openings.
2 X 4 LOOKOUT @ 24" O.C.
20'-0" LONG GROUNDING ROD, SEE DETAIL THIS SHEET
KEYNOTES
1. CONCRETE SLAB INSTALLATION NEEDS TO BE COORDINATED
WITH THE ALL PARTIES INVOLVED BUT NOT LIMITED TO THE
GENERAL CONTRACTOR, FLAT WORK CONTRACTOR,
PLUMBING CONTRACTOR AND CONCRETE FLOOR POLISHER.
TO PROVIDE THE DESIRED DRAINAGE AND LOOK FOR THE
PROJECT.
2. SEE SHEET A101 FOR MORE INFORMATION ON CONCRETE
SLABS, INCLUDING SLOPES, DRAIN LOCATIONS AND CONTROL
JOINT LOCATIONS.
GENERAL NOTES
4 AWG OR LARGER BARE
COPPER CONDUCTOR OR
STEEL REINFORCING BAR
OR ROD NOT LESS THAN 1/2"
IN DIAMETER, AT LEAST 20'
LONG
NON-METALLIC
PROTECTIVE
SLEEVE
GROUNDING
ELECTRODE
CONDUTOR
CONNECTION LISTED
FOR THE PURPOSE
FOUNDATION IN
DIRECT CONTACT
WITH THE EARTH
TOP OF
FOUNDATION
WALL
FOUNDATION PLAN
SCALE: 1/4"=1'-0"
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
-0
BS
G
M
EH
C
IV
IL
E
N G
IN
EE
R
TD
G
-9
.0
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
ST
R
AI
TS
S
TA
TE
P
AR
K
SH
O
W
ER
B U
IL
D
IN
G
IM
PR
O
VE
M
EN
TS
ST
. I G
N
AC
E M
AC
KI
N C
C O
U N
TY
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
E R E
I S
P E
N I
N S
U L
A M
A M
OE
N
A M
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A C
IL
IT
IE
S
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
Ph as e
- 5
0%
/1 /2
Ph as e
- 9
0%
/5 /2
Ph as e
- B id D oc um en ts
5/
/2
FO
U
N D
AT
IO
N P
LA
N
R O
O F
FR
AM
IN
G
P
LA
N
AN
D D
ET
AI
LS
W
ES
T
S1
WROOF FRAMING PLAN
SCALE: 1/4"=1'-0"
1 CONTROL JOINT
SCALE: 3/4"=1'-0"S101 S101
2 CONSTRUCTION JOINT
SCALE: 3/4"=1'-0"S101 S101
3 GROUNDING DETAIL
SCALE: 3/4"=1'-0"S101 S101
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
1 1
TYP.
TYP.
TYP.
TYP.
S401
A S201
TYP.
C
S201
B S102
E S201
TYP. @
DOORS
3 3
121212
12 12 12
2X8 ROOF @ 16" O.C.
ROOFING FOR GABLE
OVERLAY
2X4 GABLE END WALL
BELOW
TYP.
(2) 2x10
(2) 2x10
(2 2x
(2 2x opening for duct work coordinate with hvac contractor.
2X4 GABLE END WALL
BELOW
center beam on wall to allow bearing for hanger.
PROVIDE 3" BEARING
FOR RIDGE BOARDS.
2X`0 ROOF @ 16" O.C.
ROOFING rafters
TYP.
A401
A401
A401 typ.
typ.
typ.
typ.
sawcut 1 4 of slab thickness w/ joint filler, re: spec.
concrete grade slab w.w.f. - refer to notes cut every other wire at joint
2" X 8" smooth dowels @ 24" o.c.
grease and embedded in 2nd.
pour concrete grade slab w.w.f. - refer to notes cut every other wire at joint
4" 4"
1 4" CONCRETE SLAB W/ W.W.F. 6x6-W1.4xW1.4 IN TOP 1
3 OF SLAB
OVER 10 MIL. VAPOR BARRIER ON COMPACTED GRANULAR FILL.
SLOPE CONCRETE AS SHOWN ON SHEET A.101
CONCRETE SLAB PLAN TO ACCOMMODATE POSITIVE DRAINAGE
TO FLOOR DRAINS. SEE FINISH PLAN FOR POLISHED/SEALER
AREAS SHEET A601.
12" REINFORCED CONCRETE FOUNDATION WALL WITH
CONT. 24" X 12" STRIP FTG.
STEP FOUNDATION WALL 8" AT DOOR THRESHOLD /
ENTRY SYSTEM. (one course of block at doors)
4" CONCRETE GRADE SLAB; COORD. W/. CIVIL ENG. DOCUMENTS
PROVIDE THRU-WALL PVC SLEEVES AS REQUIRED PER PLUMBING
AND ELECTRICAL DRAWINGS. COORDINATE SIZE AND LOCATION
WITH RELATED TRADES.
16"x16" PIER SUPPORTED BY 36"x36" PAD FTG.
2x10 SPF NO 1 RAFTERS @ 16" O.C.
(2) 1 34" x 5 1
2" LVL W/ SIMPSON TOP FLANGE HANGER @ CMU WALL
CONNECTION SIMPSON STRONG TIE LBV3.56/5 1/2 OR W 3 1/2 X 5 1/2
- wrap w/ cedar boards - INSET BEAM FROM CORNER TO
ALLOW BEARING OF HANGER
(2) 1 34" x 7 1
4" LVL PROVIDE MIN. 3 STUD BEARING.
8" CMU LINTEL W/ (2) #5 CONT., BOND BEAM at openings
(2) 2X8 TOP PLATE SECURE TO BLOCK WTH 1/2" ANCHOR BOLT @
6'-0" O.C. OR SIMPSON STRONG TIE PER MANF.
8" dia. wood COLUMN W/ SIMPSON Cbtz concealed beam tie.
see detail 'c's201
2X6 NAILER
24"x12" REINFORCED CONC. STRIP FTG. - REFER TO DETAIL A / S201S
2x12 RIDGE BOARD
8" cont. bond beam @ top course provide grounding bar connected to footing reinforcing per NEC Section 250.52(A)(3) coordinate with electrical contractor, SEE SECTION 3 A501.
(2) 1 34" X 5 1 2" lvl wrap w/ cedar boards
INDICATES 8" CONCRETE BLOCK WALL ABOVE.
provide #4 cont. reinf. @ 48" o.c. max with reinforcing at corners, intersections and each side of openings.
2 X 4 LOOKOUT @ 24" O.C.
20'-0" LONG GROUNDING ROD, SEE DETAIL THIS SHEET
KEYNOTES
1. CONCRETE SLAB INSTALLATION NEEDS TO BE COORDINATED
WITH THE ALL PARTIES INVOLVED BUT NOT LIMITED TO THE
GENERAL CONTRACTOR, FLAT WORK CONTRACTOR,
PLUMBING CONTRACTOR AND CONCRETE FLOOR POLISHER.
TO PROVIDE THE DESIRED DRAINAGE AND LOOK FOR THE
PROJECT.
2. SEE SHEET A101 FOR MORE INFORMATION ON CONCRETE
SLABS, INCLUDING SLOPES, DRAIN LOCATIONS AND CONTROL
JOINT LOCATIONS.
GENERAL NOTES
4 AWG OR LARGER BARE
COPPER CONDUCTOR OR
STEEL REINFORCING BAR
OR ROD NOT LESS THAN 1/2"
IN DIAMETER, AT LEAST 20'
LONG
NON-METALLIC
PROTECTIVE
SLEEVE
GROUNDING
ELECTRODE
CONDUTOR
CONNECTION LISTED
FOR THE PURPOSE
FOUNDATION IN
DIRECT CONTACT
WITH THE EARTH
TOP OF
FOUNDATION
WALL
FOUNDATION PLAN
SCALE: 1/4"=1'-0"
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
-0
BS
G
M
EH
C
IV
IL
E
N G
IN
EE
R
TD
G
-9
.0
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
ST
R
AI
TS
S
TA
TE
P
AR
K
SH
O
W
ER
B U
IL
D
IN
G
IM
PR
O
VE
M
EN
TS
ST
. I G
N
AC
E M
AC
KI
N C
C O
U N
TY
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
E R E
I S
P E
N I
N S
U L
A M
A M
OE
N
A M
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A C
IL
IT
IE
S
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
Ph as e
- 5
0%
/1 /2
Ph as e
- 9
0%
/5 /2
Ph as e
- B id D oc um
/2
FO
U
N D
AT
IO
N P
LA
N
R O
O F
FR
AM
IN
G
P
LA
N
AN
D D
ET
AI
LS
EA
ST
S1
EROOF FRAMING PLAN
SCALE: 1/4"=1'-0"
1 CONTROL JOINT
SCALE: 3/4"=1'-0"S101 S101
2 CONSTRUCTION JOINT
SCALE: 3/4"=1'-0"S101 S101
3 GROUNDING DETAIL
SCALE: 3/4"=1'-0"S101 S101
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
#4 @ 40" O.C.
8" C.M.U.
1/4" ISOL. JOINT W/
SILCONINZED CHALK
4" CONCRETE SLAB
W.W.F. - REFER TO
NOTES
ENGINEERED FILL
#4x32" DOWELS @ 48" O.C.
#4 @ 40" O.C.
1'-
2'-0"
6" 1'-0" 6"
C
LR
concrete footing w/ 35 cont & #5 trans. @ 24" o.c.
undisturbed soil
6 mil vapor barrier
12" c.m.u. foundation wall w/ #4 @ 48" o.c.
24"
4"
CL
" M
IN
#4 @ 48" O.C.
14"
4"
BLACK FLASHING & WEEPS
#4 @ 40" O.C.
8" C.M.U.
1/4" ISOL. JOINT W/
SILCONINZED CHALK
exterior 4"
CONCRETE SLAB
W.W.F. - REFER TO
NOTES
ENGINEERED FILL
#4x32" DOWELS @ 48" O.C.
#4 @ 40" O.C.
1'-
2'-0"
6" 1'-0" 6"
C
LR
concrete footing w/ 35 cont & #5 trans. @ 24" o.c.
undisturbed soil
6 mil vapor barrier
12" c.m.u. foundation wall w/ #4 @ 48" o.c.
" M
IN
#4 @ 48" O.C.
14"
4"
BLACK FLASHING & WEEPS
16" x 16" C.M.U. PIER
W/ (4)#5 VERT.
-grouted solid
(4) #5 dowels
1'-
3'-0"
10" 1'-4" 10"
C
LR
concrete footing w/ (3) #5 trans.
ea. way undisturbed soil
ENGINEERED FILL
12" c.m.u. foundation wall w/ (2) #4
LIMESTONE CAP, SLOPE
IN 4 DIRECTIONS min.
1/8"/ft.
6x6. WOOD POST
SPLIT FACE BLOCK
Simpson cpt66z column base or equal - TO BE
EMBEDDED IN POST, ALLOW
1/4" gAP (CAULK)
1/4" ISOL. JOINT W/
SILCONINZED CHALK
exterior 4"
CONCRETE SLAB
ss dovetail anchor typ.
" M
IN
CAULK PERIMETER
2" provide drip prior to stone veneer
SOIL BEARING REQUIREMENTS:
1. INFORMATION AND SOIL PROPERTIES USED FOR FOUNDATION AND SLAB DESIGNS ARE BASED ON THE GEOTECHNICAL ENGINEERING REPORT BY SOILS & STRUCTURES, INC PROJECT NUMBER 2019.1246 DATED
OCTOBER 22, 2019.
2. ALL TOP SOIL, ORGANIC AND VEGETATIVE MATERIAL SHOULD BE REMOVED PRIOR TO CONSTRUCTION. ANY REQUIRED FILL SHALL BE CLEAN, GRANULAR MATERIAL COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY
AS DETERMINED BY ASTM D-1557.
3. FOUNDATIONS BEARING ON NATURAL SOILS ARE DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY
OF 1500 PSF, U.N.O
4. NOTIFY THE ENGINEER/ARCHITECT IF THE ALLOWABLE SOIL BEARING CAPACITY IS LESS THAN 2000 PSF SO THAT
THE FOUNDATIONS CAN BE REDESIGNED FOR THE NEW ALLOWABLE BEARING CAPACITY.
5. FLOOR SLAB - THE FLOOR SLAB IS DESIGNED TO BE SUPPORTED BY THE SOIL.
TEMPORARY CONSTRUCTION SHORING:
1. ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR PROPER INSTALLATION OF TEMPORARY BUILDING BRACING AND SHORING OR THE MEANS AND METHODS REQUIRED TO COMPLETE THIS PROJECT. THE CONTRACTOR AND HIS ENGINEER ARE RESPONSIBLE FOR THE DESIGN AND PROPER INSTALLATION OF BOTH TEMPORARY SHORING AND BRACING REQUIRED FOR A SAFE AND STRUCTURALLY SOUND PROJECT. THE STRUCTURAL MEMBERS INDICATED ON THESE DRAWINGS ARE NOT SELF-BRACING AND SHALL BE CONSIDERED UNSTABLE UNTIL ATTACHED TO THE COMPLETED STRUCTURE AS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES INCURRED DUE TO IMPROPER SHORING OR BRACING DURING THE CONSTRUCTION PROJECT. ACCEPTANCE OF THE CONSTRUCTION PROJECT BY THE
CONTRACTOR IS PROOF OF ACCEPTANCE OF THE ABOVE MENTIONED ITEMS.
STRUCTURAL SPECIFICATIONS:
CONCRETE SPECIFICATIONS:
1.CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-11, "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED BY SUPPLEMENTAL
REQUIREMENTS.
2.CONCRETE SHALL HAVE A MINIMUM OF 3000 PSI, 28 DAY COMPRESSIVE STRENGTH, UNLESS NOTED OTHERWISE (U.N.O.), (517 LBS. OF CEMENT PER CUBIC YARD MINIMUM (5.5 SACKS) & A WATER/CEMENT RATIO NOT TO EXCEED 6 GALLONS PER SACK). EXTERIOR CONCRETE SLABS SHALL HAVE A MINIMUM OF
4500 PSI, 28 DAY COMPRESSIVE STRENGTH, MAXIMUM AGGREGATE SIZE OF ¾”, AND 6% AIR
ENTRAINMENT.
3.THE USE OF ADDITIVES SUCH AS FLY ASH OR CALCIUM CHLORIDE IS NOT ALLOWED WITHOUT PRIOR
REVIEW FROM THE ENGINEER.
4.THE CONCRETE CONTRACTOR SHALL SUBMIT THE DESIGN MIX OF EACH TYPE FOR REVIEW BY THE
ENGINEER AND ARCHITECT PRIOR TO PLACEMENT.
5. ISOLATION JOINT: MATERIAL DECK-O-FOAM BY W.R. MEADOWS. REMOVE TEAR AWAY & INSTALL SAP
CONC. & MOTOR SILCONINZED FILLER SEALANT
REINFORCING STEEL SPECIFICATIONS:
1.REINFORCING BARS, DOWELS, AND TIES SHALL CONFORM TO ASTM-615 GRADE 60 REQUIREMENTS
AND SHALL BE FREE OF RUST, DIRT AND MUD.
2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064 AND BE POSITIONED AT THE MID HEIGHT OF
SLABS, U.N.O.
3.REINFORCING SHALL BE PLACED AND SECURELY TIED IN PLACE SUFFICIENTLY AHEAD OF PLACING OF
CONCRETE TO ALLOW INSPECTION AND CORRECTION, IF NECESSARY, WITHOUT DELAYING THE
CONCRETE PLACEMENT.
4.EXTEND REINFORCING BARS A MINIMUM OF 36" AROUND CORNERS AND LAP BARS AT SPLICES A
MINIMUM OF 24", U.N.O.
5.WELDING OF REINFORCING STEEL IS NOT ALLOWED.
STRUCTURAL STEEL SPECIFICATIONS:
1.STRUCTURAL STEEL SHAPES, PLATES, BARS, ETC. ARE TO BE ASTM A-36, EXCEPT WIDE FLANGE SHAPES SHALL BE ASTM A-992, GRADE 50 (UNLESS NOTED OTHERWISE) DESIGNED AND CONSTRUCTED PER THE ANSI/AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AND THE 14TH
EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL".
2.WELDED CONNECTIONS SHALL CONFORM TO THE AWS D1.1-10 "STRUCTURAL WELDING CODE -
STEEL", AND SHALL UTILIZE E70XX ELECTRODES UNLESS NOTED OTHERWISE.
3.BOLTED CONNECTIONS SHALL UTILIZE ASTM A-325 BOLTS TIGHTENED TO A "SNUG TIGHT" CONDITION (UNLESS NOTED OTHERWISE). EMBEDDED ANCHOR BOLTS SHALL BE F1554, GRADE 36, UNLESS NOTED
OTHERWISE.
4.THE STEEL FABRICATOR SHALL SUBMIT THREE PAPER COPIES OF SHOP DRAWINGS FOR REVIEW BY THE ENGINEER AND ARCHITECT PRIOR TO FABRICATION. ALLOW 10 WORKING DAYS MINIMUM FOR EACH
STAGE OF THE REVIEW PROCESS.
5.THE STEEL ERECTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING AND OTHER ELEMENTS REQUIRED FOR THE SAFE AND PROPER INSTALLATION OF ALL BUILDING ELEMENTS UNTIL THE STRUCTURE IS PERMANENTLY BRACED. THE FABRICATOR AND ERECTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA REQUIREMENTS.
6.THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR OTHER JOB SITE CONDITIONS.
7.VERIFY THE EXACT SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS WITH MECHANICAL
CONTRACTOR, IF REQUIRED.
8.VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO CONSTRUCTION.
MASONRY SPECIFICATIONS:
1.MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES”, AND ACI 530.1-11, “SPECIFICATIONS FOR MASONRY STRUCTURES.” CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, GRADE N, TYPE I FOR HOLLOW CONCRETE MASONRY UNITS, AND ASTM C-145, GRADE N, TYPE I FOR SOLID CONCRETE MASONRY UNITS. BRICK SHALL MEET
THE LATEST REVISIONS OF ASTM C-216, GRADE SW.
2.CONCRETE MASONRY UNITS SHALL HAVE AN AVERAGE MINIMUM NET AREA COMPRESSIVE STRENGTH
OF 2000 PSI.
3.MORTAR SHALL CONFORM TO ASTM C-270, TYPE M OR S, MINIMUM COMPRESSIVE STRENGTH F'C=1800
PSI AT 28 DAYS.
4.GROUT SHALL CONFORM TO ASTM C-476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
5.CONTROL JOINTS FOR CONCRETE MASONRY SHALL BE PLACED AT 24' O.C. MAXIMUM, UNLESS NOTED
OTHERWISE (U.N.O.).
6.REINFORCED CONCRETE BLOCK WALLS SHALL HAVE 220 LOX-ALL, OR EQUIVALENT, STANDARD LADDER-TYPE HORIZONTAL REINFORCING INSTALLED AT EVERY OTHER COURSE. HORIZONTAL WIRE REINFORCEMENT SHALL BE # 9 GA WIRE WITH ASTM A-641 GALVANIZED COATING UNLESS NOTED
OTHERWISE. DO NOT EXTEND HORIZONTAL JOINT REINFORCING THROUGH CONTROL JOINTS.
7.INSTALL VERTICAL REINFORCING (AS NOTED ON PLANS) IN THE CENTER OF BLOCK CORES, UNLESS NOTED OTHERWISE, AND GROUT IN MAXIMUM OF FOUR FOOT HEIGHTS. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60. REINFORCEMENT SPLICES SHALL BE PLACED IN ACCORDANCE WITH ACI 530-11, SECTION 3.3.3.4.
8.MASONRY WORK SHALL HAVE PROPER FLASHING, WEEPHOLES, ETC., IN ACCORDANCE WITH THE
ARCHITECT'S DETAILS AND THE MBC.
9.THE MASONRY CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF
TEMPORARY SHORING AND FALSEWORK REQUIRED TO WITHSTAND WIND LOADS AND TEMPORARY
CONSTRUCTION LOADS. WORK PERFORMED SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
STRUCTURAL DESIGN LOADS
BASED ON THE 2015 MICHIGAN BUILDING CODE
FLOOR:
SLAB-ON-GRADE CONSTRUCTION
250 PSF LIVE LOAD
ROOF:
60 PSF GROUND SNOW LOAD
CE=1.0
CT=1.0
I=1.0
PF=17.5 PSF
PM=20 PSF
PDESIGN=61 PSF (DESIGN SNOW LOAD)
20 PSF DEAD LOAD
WIND LOAD:
WIND LOADS ARE CALCULATED PER ASCE 7-10 USING:
· ENVELOPE PROCEDURE FOR COMPONENTS AND CLADDING (LOW RISE BUILDINGS WITH H
≤ 60 FT.)
· DIRECTIONAL PROCEDURE FOR MAIN WIND-FORCE RESISTING SYSTEM (RIGID BUILDINGS
OF ALL HEIGHTS)
115 MPH BASIC WIND SPEED
RISK CATEGORY II
EXPOSURE 'D'
THE FOLLOWING WIND LOADS INCLUDE THE 0.6 ASD LOAD FACTOR:
+8.1 PSF = (0.6) X MWFRS WALL PRESSURE (WITHOUT INTERNAL PRESSURE)
-5.0 PSF = (0.6) X MWFRS WALL PRESSURE (WITHOUT INTERNAL PRESSURE)
-12.0 PSF = (0.6) X COMPONENTS AND CLADDING WALL PRESSURE, ZONE 5
+10.34 PSF = (0.6) X COMPONENTS AND CLADDING WALL PRESSURE, ZONE 5
-17.3 PSF = (0.6) X COMPONENTS AND CLADDING PRESSURE, PARAPET, ZONE 4
+26.3 PSF = (0.6) X COMPONENTS AND CLADDING PRESSURE, PARAPET, ZONE 4
#4 @ 40" O.C.
8" C.M.U.
1/4" ISOL. JOINT W/
SILCONINZED CHALK
exterior 4"
CONCRETE SLAB
W.W.F. - REFER TO
NOTES
ENGINEERED FILL
#4x32" DOWELS @ 48" O.C.
#4 @ 40" O.C.
1'-
2'-0"
6" 1'-0" 6"
C
LR
concrete footing w/ 35 cont & #5 trans. @ 24" o.c.
undisturbed soil
6 mil vapor barrier
12" CONC. foundation wall w/ (2) #4 TOP & BOTTOM
#4 @ 48" O.C.
14"
4" #4 @ 48" O.C.
14"
4"
BLACK FLASHING & WEEPS
remove pre-scored strip and install SILCONINZED caulk flush with floor.
1/4" DECK-O-FOAM
EXPANSION JOINT FILLER.
exterior 4"
CONCRETE SLAB
W.W.F. - REFER TO
NOTES
ENGINEERED FILL
#4x32" DOWELS @ 48" O.C.
#4 @ 40" O.C.
1'-
2'-0"
6" 1'-0" 6"
C
LR
concrete footing w/ 35 cont & #5 trans. @ 24" o.c.
undisturbed soil
6 mil vapor barrier
12" c.m.u. foundation wall w/ #4 @ 48" o.c.
" M
IN
#4 @ 12" O.C.
14"
4" #4 @ 48" O.C.
14"
4"
ALUMINUM DOOR
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
-0
BS
G
M
EH
C
IV
IL
E
N G
IN
EE
R
TD
G
-9
.0
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
ST
R
AI
TS
S
TA
TE
P
AR
K
SH
O
W
ER
B U
IL
D
IN
G
IM
PR
O
VE
M
EN
TS
ST
. I G
N
AC
E M
AC
KI
N C
C O
U N
TY
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
E R E
I S
P E
N I
N S
U L
A M
A M
OE
N
A M
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A C
IL
IT
IE
S
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
Ph as e
- 5
0%
/1 /2
Ph as e
- 9
0%
/5 /2
Ph as e
- B id D oc um
/2
ST
R
U C
TU
R
AL
SP
EC
IF
IC
AT
IO
N
S
AN
D D
ET
AI
LS
EA
ST
A
N D
W
ES
T S
A DETAIL
SCALE: 3/4"=1'-0"S201 S101
B DETAIL
SCALE: 3/4"=1'-0"S201 S101
C DETAIL
SCALE: 3/4"=1'-0"S201 S101
B DETAIL (OPTION)
SCALE: 3/4"=1'-0"S201 S101
D EXPANSION JOINT DETAIL
SCALE: 1 1/2"=1'-0"S201 S101
E DETAIL AT DOORS
SCALE: 3/4"=1'-0"S201 S101
AutoCAD SHX Text
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
5 1/2"
ALL BEARING FOOTINGS SHALL BEAR @ 18" (MIN) BELOW TOP OF UNDISTURBED SOIL or TOP OF
4" CONC. SLAB
ON 4" A.B.C.
TOP OF STEM
'O M
N I'
B
LK
F R
O M
T O P
O F D
E P
R E S S E D
S T E M
MORTAR
UNDISTURBED OR
ENGINEERED SOIL
FOOTINGS:
MIN. 40 BAR DIA.
INTERIOR
ABOVE TOP OF STEM
STEM WALL
CONCRETE
FINISH GRADE
CONT. REBAR
M
IN
VERTICAL REBAR
EXTERIOR
2'-0"
BLOCKFLASH
CONT. REBAR
SEE DETAILS 13 & 14
ENGINEER-CERTIFIED COMPACTED SOIL or specified by engineer p e r l o c a l c o d e or per engineering d im e n s io n p e r e n g in e e r in g
VERTICAL REBAR @ 48" O.C.
ALTERNATE DIRECTION OF LEGS
or per engineering
INTERIOR
5 1/2" every other course or
IN PLACE OF REBAR
OPTIONAL DUROWIRE
VERTICAL CELL
min 40 bar diameters Continuous REBAR
FULL GROUT
or per engineering VERTICAL REBAR @48" o.c
EXTERIOR
DIAMETERS
MIN. 40 BAR DIAMETERS
PER ENGINEERING
above top of bond beam top of stem max. 48" from or top of previous bond beam or PER ENGINEERING overlap at all splices
INTERIOR
NOTCH FOR REBAR
LINTEL TOP REINFORCING
JAMB REINFORCING
PER SCHEDULE
FIELD CUT
SEE SCHEDULE
16" MIN
(TYP)
(MASONRY LINTEL)
DEPTH OF SOLID
GROUT PER SCHEDULE
CORNER UNIT
OMNI BLOCK
8 x 8 x 8 CMU
BEAM BLOCK
SOLID BOTTOM BOND
8 x 8 x 8 CMU
ALTERNATE OMNI
CORNER BLOCK
FOAM INSERT
VERTICAL REBAR MAY BE PLACED
IN ANY CELL AS ILLUSTRATED ABOVE
24"
CENTERED
IN CELL
16"
MAX. VERTICAL
REBAR SPACING
INTERIOR
56"48"40"32"
4"
/2
ANCHOR BOLTS: 1/2"dia W/ MIN. 7" EMBED, 2x6x5/16 FLAT WASHER, & NUT
@ 48" O.C. & MAX. 12" FROM END
M
IN
7"
ANCHOR BOLT,
SEE NOTE BELOW
54DETAILS
SEE SECTION
SEE NOTE BELOW
ANCHOR BOLT,
VERTICALS TO
MATCH D0WELS
IN FOOTING
VERTICAL CELL
GROUT FULL HGT
2 x 8 TOP PLATE
MORTAR
CONTINUOUS REBAR
IN 8" BOND BEAM
BOND BEAM
PER ENGINEERING
IN PLACE OF REBAR
OPTIONAL DUROWIRE
OR PER ENGINEERING
4" CONC. SLAB
FIN FLOOR
ON 4" A.B.C.
UNDISTURBED
OR ENG. SOIL
ALL BEARING FOOTINGS SHALL BEAR @ 18" (MIN) BELOW TOP OF UNDISTURBED SOIL or TOP OF
B
LO
C K
B E
LO
W T
O P
O F F
LO
O R
'O M
N I'
B
LK
F R
O M
O N E 1)
B
LO
C K
B E
LO
W T
O P
O F F
LO
O R
S T A N D
A R
D C
M U F
R O M
O N E 1)
FOOTINGS:
G R
O U T S
O
LI
D
A
LL
C E
LL
S B
E
LO
W G
R A D
E
5 1/2"
M
IN
MORTAR
FINISH GRADE
STANDARD CMU
STEM WALL
CONT. REBAR
INTERIOR EXTERIOR
SEE DETAILS 13 & 14
VERTICAL REBAR
2'-0"
MORTAR
CONT. REBAR
BLOCKFLASH
MIN. 40 BAR DIA.
ABOVE TOP OF STEM
p e r l o c a l c o d e or per engineering d im e n s io n p e r e n g in e e r in g
VERTICAL REBAR @ 48" O.C.
ALTERNATE DIRECTION OF LEGS
or per engineering
ENGINEER-CERTIFIED COMPACTED SOIL or specified by engineer
CENTERED
IN CELL
INTERIOR
4" 4"
8" MODULE
IN CELL
CENTERED
4"
FIGURE E FIGURE F
FIGURE A
FIGURE C
FIGURE B
FIGURE D
#4 centered, grout solid (Typ.)
CAULK
STEEL
LINTEL
LINTEL TOP
REINF. SEE
INTERIOR
SCHEDULE
MORTAR
CAULK
WINDOW UNIT
SEE DTL. 11
JAMB REBAR
EXTERIOR
INTERIOR
BEYOND
DOOR JAMB/WALL
ARE REQUIRED USE
IF 2 HORIZONTALS
CMU BOND BEAM
BLOCK OR KNOCK
OUT CENTER FACE
SHELL TOP
sizing per engineering rebar quantity and omni jamb BLOCK omni stretcher
BLOCK
mortar notes : alternate standard half cmu with omni jamb block at control joint saw cut notch in omni jamb block to accommodate rubber gasket
4" 4"
3/8" typ
RUBBER GASKET
ALL UNGROUTED CELLS
FILLED WITH INSULATION
INSERTS
1/ 2"
STRETCHER
RIGHT CORNER BLOCK
LEFT CORNER BLOCK
138" 3 1 8"
11 4
1 2"
11 4
13 8
11 4
75 8
1 14" 45 8" 134" 65
8" 138"
3 1 8" 138"
11 4
1 2"
11 4
13 8
11 4
138" 65 8" 134" 45
8" 1 14"
75 8
8"
3 1 8" 138" 65
8" 3 1 8"138"
11 4
1 2"
11 4
13 8
11 4
138"138" 12"
8"
8"
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
-0
BS
G
M
EH
C
IV
IL
E
N G
IN
EE
R
TD
G
-9
.0
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
ST
R
AI
TS
S
TA
TE
P
AR
K
SH
O
W
ER
B U
IL
D
IN
G
IM
PR
O
VE
M
EN
TS
ST
. I G
N
AC
E M
AC
KI
N C
C O
U N
TY
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
E
RE
I S
P E
N I
N S
U L
A M
A M
OE
N
A M
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O F
M
IC
H
IG
A N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A C
IL
IT
IE
S
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
Ph as e
- 5
0%
/1 /2
Ph as e
- 9
0%
/5 /2
Ph as e
- B id D oc um
/2
S301 S301
EXTERIOR WALL FOOTING - CONCRETE STEM
NTS
S301 S301
EXTERIOR WALL FOOTING - CMU STEM
NTS
S301 S301
TYPICAL LINTEL(S)
NTS
S301 S301
NOT USED
NTS
S301 S301
BOND BEAM - MID WALL
NTS
S301 S301
WINDOW/DOOR SILL & LINTEL FOR EXPOSED CMU
NTS
S301 S301
WALL TO ROOF/ANCHOR PLATE
NTS
S301 S301
REBAR AND GROUT CELL OPTIONS
NTS
S301 S301
VERTICAL REBAR PLACEMENT - STANDARD WALL
NTS
S301 S301
REBAR PLACEMENT AT WINDOW & DOOR OPENINGS
NTS
S301 S301
CONTROL JOINT
NTS
S301 S301
BLOCK DETAIL
NTS
O M
N I B
LO
C
K D
ET
AI
LS
EA
ST
A
N D
W
ES
T S
REFERENCE ONLY
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
-0
BS
G
M
EH
C
IV
IL
E
N G
IN
EE
R
TD
G
-9
.0
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
ST
R
AI
TS
S
TA
TE
P
AR
K
SH
O
W
ER
B U
IL
D
IN
G
IM
PR
O
VE
M
EN
TS
ST
. I G
N
AC
E M
AC
KI
N C
C O
U N
TY
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
E R E
I S
P E
N I
N S
U L
A M
A M
OE
N
A M
D
EP
A R
TM
EN
T O
F
TE
C H
N O
LO
G
Y , M
A N
A G
EM
EN
T A
N D
B U
D G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A C
IL
IT
IE
S
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
Ph as e
- 5
0%
/1 /2
Ph as e
- 9
0%
/5 /2
Ph as e
- B id D oc um
/2
ST
R
U C
TU
R
AL
IN
SP
EC
TI
O
N R
EQ
U
IR
EM
EN
TS
EA
ST
A N
D W
ES
T
S
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
| Sheets and Views |
| 19-947.01 West CS101 GENERAL NOTES-CS101 |
| 19-947.01 West A101 FLOOR PLAN-A101 |
| 19-947.02 East A101 FLOOR PLAN-A101 |
| 19-947.01 West A201 REFLECTED CEILING-A201 |
| 19-947.02 East A201 REFLECTED CEILING-A201 |
| 19-947.01 West A301 ELEVATIONS-A301 |
| 19-947.02 East A301 ELEVATIONS-A301 |
| 19-947.01 West A401 SECTIONS-A401 |
| 19-947.01 West A501 INTERIOR ELEVATIONS-A501 |
| 19-947.02 East A501 INTERIOR ELEVATIONS-A501 |
| 19-947.01 West A601 SCHEDULES-A601 |
| 19-947.02 East A601 SCHEDULES-A601 |
| 19-947.01 West S101-201 FOUNDATION PLAN-S101 |
| 19-947.02 East S101 FOUNDATION PLAN-S101 |
| 19-947.01 West S101-201 FOUNDATION PLAN-S201 |
| 19-947.01 West S301 OMNI BLOCK DETAILS-S301 |
| 19-947.01 West S401 SPECIAL INSPECTIONS-Layout1 |
File details come from the government source that posted it. Updated .