Structural Plans.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ 171 210000000208 3
- Issued by
- Oscoda County, Fruitport Village, Michigan
About this file
This document consists of structural plans for a Multi-Division Storage Facility in Gaylord, Michigan, prepared by the State of Michigan Department of Natural Resources, Design and Construction Division. The project involves the design and construction of a pre-engineered metal building with concrete foundations, structural masonry walls, and associated site improvements. The facility features a foundation plan with multiple footing types (F1 through F5 and trench footings WF1 and WF2), column footings with tie rods, and an 8-inch fiber-reinforced slab on grade. The building dimensions total 326 feet in length with bays ranging from 20 to 22 feet in width, featuring a finished floor elevation of 100 feet and structural elements subject to final confirmation based on reactions from the pre-engineered metal building (PEMB) manufacturer.
The structural plans include detailed specifications for concrete reinforcement, masonry wall construction with CMU (concrete masonry units) reinforced with #5 rebar at 32-inch spacing, metal wall panels on metal studs with gypsum board, and structural details for column footings, isolation joints, and bumper posts. Foundation elements are designed with Grade 36 anchor rods, continuous rebar splicing with turnbuckles and mechanical splices, and control joints at 18-foot maximum spacing. The plans reference coordination with architectural drawings and civil drawings for complete construction implementation. The document is marked as preliminary construction drawings dated March 13, 2020, with permit designation, and clearly states that the material is the exclusive property of Sidock Group, Inc., prohibiting reproduction without prior written consent.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum No. 1.pdf | ||
| Mechanical Plans.pdf | ||
| Architectural Plans.pdf | ||
| Addendum No. 1 Attachment (Electrical Specs).pdf | ||
| Electrical Plans.pdf | ||
| Civil Plans.pdf | ||
| Structural Notes 2.pdf | ||
| Advertisement.pdf | ||
| Addendum 2 19239.pdf | ||
| Specifications.pdf | ||
| Cover Sheets.pdf | ||
| Addendum No. 1 Attachment (Pre-Bid RFI Log_3.17.21).pdf | ||
| Structural Notes 1.pdf |
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Text version
64321 7 12109 13 15 171614115 8
A
B
D
E
B.5
A.6
FOOTING SCHEDULE
MARK SIZE TOP REBAR
F1
7'-0" x 7'-0"x42" -
F2 5'-6" x 5'-6"x42"
F4 2'-6" x 2'-6"x12"
WF1 16"W x 42"D TRENCH FOOTING
BOTTOM REBAR
#6 @ 12" O.C. BW
#5 @ 12" O.C. BW
F3 5'-6" x 5'-6"x12"
#6 @ 12" O.C. BW
#6 @ 12" O.C. BW
2 #5 CONT. BARS TOP & BTM.
NOTE:
1. FOOTINGS F1 THRU F5 ARE SUBJECT TO CHANGE BASED
ON FINAL REACTIONS FROM PEMB MANUFACTURER.
F5 7'-6" x 7'-6"x42" -
#6 @ 12" O.C. BW
WF2 16"W x 26"D TRENCH FOOTING
2 #5 CONT. BARS TOP & BTM.
B
D
SCALE:
N
FOUNDATION PLAN
3/32" = 1'-0"
F1
F2
F2
F2
F1
F2
F5 F5 F1 F1 F1 F1 F5 F5 F1 F1 F1 F5 F5 F1 F2
F2
F2
F2F5 F5 F1 F1 F1 F1 F5 F5 F1 F1 F1 F5 F5
F3
F3
F3
F4
F1
WF1 WF1 WF1 WF1
WF1 WF1 WF1 WF1
W F
W
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W F
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20'-0" 21'-6"
(4) BAYS @ 20'-0" = 80'-0"
22'-8" 17'-4"21'-6"
(2) BAYS @ 20'-0" = 40'-0"
21'-6"
(2) BAYS @ 20'-0" = 40'-0"
21'-6" 20'-0"
326'-0"
GIRT LINE
GIRT LINE
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2019
THICKENED SLAB -
SEE DET'L., SHT. S-801
(TYP.)
CORE FOOTING FOR 6"Ø CONCRETE FILLED STL.
BUMPER POST - SEE DET'L., SHT. S-802 (TYP.)
5'-0"
WF1
S-801
S-801
6"Ø CONCRETE FILLED STL. BUMPER
POST - SEE DET'L., SHT. S-802 (TYP.)
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8" SLAB ON GRADE w/ 4 LBS./CU. YD. OF
TUF-STRAND SF FIBER ON 6" COMPACTED
GRANULAR BASE. (TYPICAL)
SAWCUT @ 18'-0" O.C. MAXIMUM.
FIN. FLR. EL. = 100'-0"
WF1
S-801
TYP. @ O.H. DOORS
S-801
TYP. @ O.H. DOORS
S-801
S-801
S L
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100'-4" H.P.
(1325.08')
(TYPICAL)
100'-0" L.P.
(1324.75')
(TYPICAL)
RIDGE
(TYP.)
S L
O P
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T
O
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X T
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I O
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L O
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X T
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I O
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100'-4" H.P.
(1325.08')
(TYPICAL)
S L
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I O
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L O
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X T
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I O
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100'-4" H.P.
(1325.08')
(TYPICAL)
RIDGE
(TYP.)
RIDGE
(TYP.)
100'-0" L.P.
(1324.75')
(TYPICAL)
100'-0" L.P.
(1324.75')
(TYPICAL)
100'-0" L.P.
(1324.75')
(TYPICAL)
100'-0" L.P.
(1324.75')
(TYPICAL)
SIM.
FIN.FLR.
EL. = 100'-0"
S L
O P
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T
O
E
X T
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I O
R
100'-3
" H.P.
(1325.04')
S-802
TYP.
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
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AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
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AutoCAD SHX Text S
AutoCAD SHX Text N
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AutoCAD SHX Text E
AutoCAD SHX Text N
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KAB
AutoCAD SHX Text E
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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INDEX CODE
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
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COLUMN POCKET
" ISOLATION JOINT
EL. = 100-0" (L.P.)
FINISHED FLOOR
EL. = 99'-4
T. OF FTG.
12"x12" CONCRETE ENCASEMENT w/
(2) 1"Ø GR. 36 RODS w/ TURNBUCKLE.
HOLDDOWN AT ANCHORS TO (2)
∠8"x6"x
" LLV x 1'-6"L. w/ NUTS. WELD
ANGLES TO ANCHORS.
COLUMN FOOTING -
SEE PLAN & SCHEDULE
TRENCH FOOTING
BEYOND
8" CMU w/ #5 x 32"L @ 32" O.C.
EMBEDDED DOWEL -
GROUT COURSES SOLID
2" METAL SIDING ON STL. GIRTS
10"
PEMB COLUMN BEYOND
TYPICAL EXTERIOR COLUMN FOOTING DETAIL @ TIE RODS
SCALE: 3/4" = 1'-0"
S-210
COLUMN FOOTING BEYOND -
CONCRETE APRON
" ISOLATION JOINT
"Ø F1554 GR. 36 ANCHOR
RODS. 16" MIN. EMBEDMENT
(TYP.)
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
SLOPE
EL. VARIES
FINISHED FLOOR
EL. = 99'-4
T. OF COL. FTG.
FOUNDATION SECTION
SCALE: 3/4" = 1'-0"
S-210
8" CMU w/ #5 @ 48" O.C.
25" LAP LENGTH
THICKENED SLAB AT CMU WALL
INTERIOR COLUMN FOOTING BEYOND
(2) 1"Ø RODS w/ TURNBUCKLE/
MECHANICAL SPLICE -
T.OF CONC. EL.= 99'-4"
PEMB MEZZANINE COLUMN BEYOND
COMPACTED GRANULAR FILL
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
4"4" 8"
COLUMN FOOTING BEYOND
M
I N
#4 @ 12"
ALL AROUND
2'-0"
2'-0"
T.O. FLOOR
EL. = 100'-0"
10" MIN.
TRENCH FTG/
W/ (2) #4 T&B
#4 @ 12"
2'-0"
2'-0"
4" CONC. SLAB W/
#4 @ 8" O.C. E.W.
" EXP. MATERIAL
SLOPE @ EXTERIOR SLABS
TRENCH FTG. -
SEE PLAN
NOTE:
AT CONTRACTOR'S OPTION A MASS
CONCRETE POUR MAY BE
SUBSTITUTED FOR ENTRY SLABS.
VOID
TYPICAL ENTRY SLAB DETAIL
SCALE: 3/4" = 1'-0"
5'-0"
EL. VARIES
FINISHED FLOOR
EL. = 99'-4
T. OF COL. FTG.
TIE ROD SECTION
SCALE: 3/4" = 1'-0"
S-210
COMPACTED GRANULAR FILL
NOMINAL 12" x 12" CONCRETE
ENCASEMENT OF (2) 1"Ø RODS w/
TURNBUCKLE/ MECHANICAL
SPLICE - T.OF CONC. EL.= 99'-4"
COL.
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
G I R
T
L I N
E
" ISOLATION JOINT
EL. = 100-0"
FINISHED FLOOR
EL. = 99'-4
T. OF FTG.
COLUMN FOOTING BEYOND -
SEE PLAN & SCHEDULE
TRENCH FOOTING
2" METAL SIDING ON STL. GIRTS
10"
PEMB COLUMN
EXTERIOR WIND COLUMN FOOTING DETAIL
SCALE: 3/4" = 1'-0"
S-210
GRADE
COMPACTED GRANULAR FILL
6" CMU w/ #5 @ 48" O.C.
DOWEL GROUTED SOLID
8" CMU w/ #5 x 32"L @ 32" O.C.
EMBEDDED DOWEL -
GROUT COURSES SOLID
30"
12"
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
4"
TYPICAL ISOLATION JOINT @ EXTERIOR COLUMN
SCALE: 3/4" = 1'-0"
SAW CUT CONTROL JOINT OR
CONSTRUCTION COLD JOINT -
SEE DETAILS THIS SHEET
FOOTING BELOW
M
I
N
PEMB STL. COL.
SEE PLAN
ISOLATION JOINT
1'-4" 1'-4"
8" FIBER REINFORCED
SLAB ON GRADE
C
L
NOTE:
APPLY CURING COMPOUND TO SLAB
EDGE IMMEDIATELY AFTER FORM IS
REMOVED AT CONSTRUCTION JOINT.
SLAB
TYPICAL SLAB ON GRADE
CONTRACTION/CONSTRUCTION JOINT
SCALE: 3/4" = 1'-0"
1/8" THICK SAW JOINT AT CONTROL
JOINTS 1/4 SLAB THICKNESS CUT
WITHIN 8 HOURS.
EPOXY COATED #8 SMOOTH
STEEL DOWEL 18" LONG @ 1'-0"
O.C. w/ SLIP DOWEL SLEEVE
#5 DOWELS @ 48" O.C. -
ALTERNATE LEGS
TYPICAL THICKENED SLAB DETAIL
SCALE: 3/4" = 1'-0"
4"
1'-0"
2 #4 BARS
SAW CUT CONTROL JOINT OR
CONSTRUCTION COLD JOINT -
SEE DETAILS THIS SHEET
FOOTING BELOW
ISOLATION DIAMOND,
OR SONO TUBE
STL. COL.
SEE PLAN
NOTE:
DETAIL SIMILAR FOR
EXTERIOR COLUMNS
M
I
N
TYPICAL ISOLATION JOINT @ INTERIOR COLUMN
SCALE: 3/4" = 1'-0"
FINISHED FLOOR
COLUMN & BASE PLATE.
SEE COLUMN
SCHEDULE, THIS SHEET
GRANULAR FILL
COLUMN ISOLATION JOINT.
SEE TYP. DETAIL, THIS SHEET
EL. = 99'-4"
T.O. FOOTING
SEE FOOTING
SCHEDULE FOR
REINFORCING, TYP.
SEE COLUMN SCHED.
FOR BASEPLATE AND
ANCHOR RODS
(2" MAX. GROUT PAD)
SEE FTG. SCHEDULE
C
L
FTG.
S E
E
F
T G
S C
H E
D U
L E
EL. = 100-0"
FINISHED FLOOR
TYPICAL INTERIOR COLUMN FOOTING DETAIL
SCALE: 3/4" = 1'-0"
COL.
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
8" CMU WALL w/ #5 @ 32" O.C.
(TYP.)
" EXPANSION MATERIAL, EA.
SIDE OF CMU WALL (TYP.)
EL. VARIES
T.O. FLOOR
EL. = 98'-8"
T.O. FTG.
50" L. DOWEL TO MATCH WALL
REINFORCING AND SPACING -
2'-0" EMBEDMENT INTO FTG.
M
I N
SEE FTG. SCHEDULE FOR
REINFORCING
CONT. FTG. - SEE FTG.
SCHEDULE FOR SIZE
NOMINAL 12" x 12" CONCRETE
ENCASEMENT OF (2) 1"Ø RODS w/
TURNBUCKLE/ MECHANICAL SPLICE
TYPICAL INTERIOR CMU FOOTING DETAIL
SCALE: 3/4" = 1'-0"
S-210
GROUT COURSES SOLID
M
I N
PERIMETER INSULATION -
SEE ARCH. DWGS.
G I R
T
L I N
E
THICKENED EXTERIOR SLAB DETAIL @ TIE RODS
SCALE: 3/4" = 1'-0"
S-210
CONCRETE PAVEMENT -
SEE CIVIL DWGS.
" ISOLATION JOINT
2'-8"
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
(2) 1"Ø GR. 36 TIE RODS w/
TURNBUCKLE/ MECHANICAL SPLICE -
T.OF CONC. EL.= 99'-4"
2"
G I R
T
L I N
E
" ISOLATION JOINT
EL. = 100-0" (L.P.)
FINISHED FLOOR
EL. = 99'-4
T. OF FTG.
COLUMN FOOTING BEYOND -
SEE PLAN & SCHEDULE
TRENCH FOOTING
PEMB COLUMN
EXTERIOR WIND COLUMN FOOTING DETAIL
SCALE: 3/4" = 1'-0"
S-210
COMPACTED GRANULAR FILL
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
4"
CONCRETE APRON
G I R
T
L
I N
E
" ISOLATION JOINT
EL. VARIES
FINISHED FLOOR
EL. = 99'-4
T. OF FTG.
COLUMN FOOTING BEYOND -
SEE PLAN & SCHEDULE
TRENCH FOOTING
2" METAL SIDING ON STL. GIRTS
10"
PEMB COLUMN
EXTERIOR WIND COLUMN FOOTING DETAIL
SCALE: 3/4" = 1'-0"
S-210
COMPACTED GRANULAR FILL
8" CMU w/ #5 x 32"L @ 32" O.C.
EMBEDDED DOWEL -
GROUT COURSES SOLID
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
4"
8" SLAB ON GRADE w/
4 LBS./CU. YD. OF
TUF-STRAND SF FIBER
S
F O
U N
D A
T I O
N
D
E T
A I L S
D E
P A
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2019
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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INDEX CODE
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
EL. = 108'-8"
T.O.MAS.
E A
ELEVATION @ INTERIOR MASONRY WALL
SCALE: 1/8" = 1'-0"
A
S-210
METAL WALL PANELS ON 6" METAL STUDS @ 16" O.C. w/ (2)
LAYERS OF TYPE C GYP. BD. ON EACH SIDE. (UL 419 ASSEMBLY) -
REFER TO ARCH. DWGS.
BOND BEAM w/ 2 #5 CONT.
PRE-ENGINEERED METAL
BUILDING FRAME, PURLINS
AND ROOFING (TYPICAL)
S-802
8" CMU w #5 @ 32"
O.C. GROUTED SOLID
8"W.x8"H. CMU
LINTEL w/ #5 BARS
SLOPE TO EXTERIORSLOPE TO EXTERIOR
S-802
S-802
EL. = 100'-0"
FIN. FLR. L.P.
EL. = 100'-4"
FIN. FLR. H.P.
S-801
TYPICAL WALL PANEL DETAIL
NO SCALE
(2) #5 HORIZONTAL REBAR
AT TOP OF WALL AND AT
FLOOR/ ROOF LEVELS
(1) #5 VERTICAL BAR AT
CORNERS AND WITHIN 8"
OF THE ENDS OF WALLS
TOP OF FLOOR/ ROOF
(2) #5 VERTICAL REBAR WITHIN
16" OF EACH SIDE OF OPENINGS
(2) #4 HORIZONTAL REBAR AT
BASE OF WALL OR IN TOP OF
FOOTING
24" OR 40db MIN.
TYP.
TOP OF PARAPET
WHERE
APPLICABLE
CONTROL/MOVEMENT
JOINT - 25'-0" MAX. AND AT
LEAST 2'-0" FROM
OPEMINGS
(1) #5 VERTICAL REBAR
WITHIN 8" OF EACH SIDE
OF CONTROL/MOVEMENT
JOINT
(2) #4 HORIZONTAL REBAR
AROUND OPENINGS -
LINTEL BARS AT TOP OF
OPENING
E
C I F
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P
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P L
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E
SCALE:
CMU WALL INTERSECTIONS
1"=1'-0"SCALE:
CMU WALL CONTROL JOINTS
1"=1'-0"
LADDER REINFORCING
DOES NOT CROSS JOINT
HORIZONTAL
REINFORCING DOES NOT
CROSS JOINT
HORIZONTAL
REINFORCING
CONTINUOUS THRU JOINT
ONLY @ LEDGER OR
LINTEL
#5 VERT.
REINFORCING
LADDER
REINFORCING
3/8" TO 1/2"
BACKER ROD & SEALANT
BOTH SIDES
#5 VERT.
REINFORCING
LADDER
REINFORCING
3/8" TO 1/2"
BACKER ROD & SEALANT
BOTH SIDES
#5 VERT.
REINFORCING
LADDER
REINFORCING
3/8" TO 1/2"
BACKER ROD & SEALANT
BOTH SIDES
HORIZONTAL
REINFORCING
HORIZONTAL
REINFORCING
#5 VERT BARS IN FULLY
GROUTED CELLS (TYP.)
CUT WIRE AND BEND. ADD
PREFAB TEE LAPPING WIRE
M I N
BOND BEAM/SHEAR WALL
HORIZONTAL BAR IN GROUT
SPACE ON POSITIONERS
LADDER REINFORCING
(TYP.)
15# FELT
BOND BREAK
15# FELT
BOND BREAK
#5 VERT BARS IN FULLY
GROUTED CELLS (TYP.)
ADD PREFAB 90° LAPPING WIRE
F
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N
D
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I
W
L
L
BOND BEAM UNIT FILLED SOLID W/
GROUT
HORIZONTAL BOND BEAM REINFORCING
SMALL MESH METAL LATH
UNDER BOND BEAM UNITS
VERTICAL REINFORCING
FOUNDATION DOWEL TO
MATCH WALL REINF. LAP 48
DIA. MIN.
FILL CELLS
CONTAINING REINF.
W/ GROUT
NOTES:
1. SEE FOUNDATION WALL SECTIONS FOR
STRUCTURAL MASONRY REINFORCING
CALLOUTS.
HORZONTAL JOINT
REINFORCING
EVERY 2ND COURSE
SCALE:
REINFORCED HOLLOW MASONRY
N.T.S.
EL. VARIES
8" CMU WITH #5 @ 32"
O.C.
EL. VARIES
BTM.OF STL.
PRE-ENGINEERED
METAL BUILDING MAIN
FRAME
AND PURLINS
CONT. BOND BEAM w/ 2 #5
T.O.WALL
PRE-ENGINEERED METAL
BUILDING ROOF DECK
COL.
INTERIOR WALL BRACING DETAIL
SCALE: 3/4" = 1'-0"
S-802
SEE
PLAN
M
I N
METAL WALL PANELS ON 6"
METAL STUDS @ 16" O.C. w/ (2)
LAYERS OF TYPE C GYP. BD. ON
EACH SIDE. (UL 419 ASSEMBLY) -
REFER TO ARCH. DWGS.
DEFLECTION CLIP BY OTHERS
COMPRESSIBLE FIRE STOP
EL. = 108'-8"
T. OF MAS.
SCALE: 3/4" = 1'-0"
TYPICAL BUMPER POST DETAIL @ COLUMN FOOTING
1'-0"
MIN.
S-801
Ø
1"
EL. = 100'-0"
FIN. GRADE
EL. = 99'-4"
T. OF FTG.
SCALE: 3/4" = 1'-0"
TYPICAL BUMPER POST DETAIL
2'-0"
DIA.
S-210
Ø
EL. = 100'-0"
FIN. GRADE
EL. = 99'-4"
T. OF FTG.
EXTEND COLUMN FOOTING WIDTH @ EXTERIOR
TO MAINTAIN MINIMUM COVER @ POST SLEEVE
SEE PLAN
M I N
SCHEDULED FOOTING WIDTH
MIN.
12"
EXTEND COLUMN FOOTING WIDTH
@ EXTERIOR TO MAINTAIN MINIMUM
COVER @ POST SLEEVE
SCALE: 3/4" = 1'-0"
TYPICAL BUMPER POST PLAN DETAIL @ COLUMN FOOTING
S-210
2"
S-802
8" CMU w/ #5 @ 48" O.C.
PEMB MEZZANINE COLUMN
BEYOND
TOP OF WALL BRACING @ GRID 16 DETAIL
SCALE: 3/4" = 1'-0"
S-210
∠6"x4"x
" x 0'-6" LONG
LLV @ 6'-0" O.C. MAX.
M I N
PEMB MEZZANINE BEAM
AND CONC. DECK
BEAM ASSUMED 16" DEEP
∠6"x6"x
" OR BENT PLATE
EQUIVALENT x 0'-6" LONG
LLV @ 6'-0" O.C. MAX.
CONCURRENT w/ ∠6x4
2 SIDES
MIN.
CONT. BOND BEAM w/ 2#5
3 SIDES
COL.
WALL BRACING DETAIL @ PEMB COLUMN
SCALE: 3/4" = 1'-0"
S-802
SEE
PLAN
EXTERIOR SILL COURSE
PRE-ENGINEERED
BUILDING COLUMN
8" CMU WITH
#5 @ 32" O.C.
GALVANIZED
COLUMN TIES
@24" O.C. VERT.
METAL SIDING
HORZONTAL JOINT
REINFORCING
EVERY 2ND COURSE
INTERIOR 6" MASONRY WALL DETAIL
SCALE: 3/4" = 1'-0"
S-210
" CONCRETE ON 1
" METAL DECK
(4" TOTAL THICKNESS)
6" CMU w/ #5 @ 48" O.C.
ALLOW 2" GAP FOR
JOIST DEFLECTION
EL. = 109'-4"
BTM.OF BOND BEAM.
CONT. 6" BOND
BEAM w/ 1#5
16" DEEP
STEEL JOIST
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2019
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6" EXTRA STRONG PIPE EXTRA STRONG PIPE CONCRETE FILLED BUMPER POST (PAINT)
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FINISH GRADE OR PAVEMENT
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COLUMN FOOTING
AutoCAD SHX Text 2-#4 REBARS x 16"L. EACH WAY
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6" EXTRA STRONG PIPE EXTRA STRONG PIPE CONCRETE FILLED BUMPER POST (PAINT)
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FINISH GRADE OR PAVEMENT
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CONCRETE FOOTING
AutoCAD SHX Text 2-#4 REBARS x 16"L. EACH WAY
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CORE FOOTING FOR 6" CONCRETE CONCRETE FILLED STL. BUMPER POST
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CORE FOOTING FOR 6" CONCRETE CONCRETE FILLED STL. BUMPER POST
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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INDEX CODE
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
| S-210 |
| Sheets and Views |
| S-210 |
| S-801 |
| Sheets and Views |
| S-801 |
| S-802 |
| Sheets and Views |
| S-802 |
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