36C25518R0539-0001005.pdf

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

GENERAL NOTES

COLUMBIA, MO

CGH JTR4/3/18

S-00104/04/2018

TABLE A - REINFORCEMENT LAPS, EMBEDMENTS, AND HOOK LENGTHS

fy = 60000 psi f'c = 4000 psi

28 18 12 d

S d

S d

_ S d

21 14 12 d

S d

S d

S d d

S d

S d

S d

36 24 14 d

S d

S d

S d

28 18 12 8

37 25 15 28 19 12 48 32 19 37 25 15 10

46 31 18 46 31 18 1236 24 14 60 40 24

55 37 22 55 37 2243 28 17 72 48 29 15

81 54 32 62 42 25 105 70 42 81 54 32 18

92 62 37 92 62 37 2071 47 28 120 80 48

104 70 42

70 42 2280 54 32 136 90 54

117 78 47 117 78 47 2590 60 36 153

130 87 52 130 87 52 27100 67 40 170 113 68

2d 5d3d

3/4 1 7/81 1/8

1 2 1/21 1/2

1 1/4 3 1/81 7/8

1 1/2 3 3/42 1/4

1 3/4 4 3/82 5/8

2 53

2 1/4 5 5/83 3/8

2.54 6.353.81

2.82 7.054.23

B A

R S

IZ

E d

CLEAR SPACING

(S) (in.)

H O

O K in

EMBEDMENT &

CLASS A LAP (in.)

CLASS B LAP (in.)

TOP BAR OTHER BARS TOP BAR OTHER BARS

1. LENGTHS SHOWN CONFORM WITH

NON-SEISMIC PROVISIONS OF ACI 318

FOR UNCOATED BARS.

2. BAR CLEAR SPACING IS THE

CENTER TO CENTER BAR SPACING

MINUS ONE BAR DIAMETER.

3. CLASS A LAP LENGTHS APPLY WHEN

BAR LAPS ARE STAGGERED TO LAP

HALF THE BARS AT THE SAME

LOCATION. USE CLASS B LAP FOR

ALL OTHER CASES.

4. TOP BARS ARE HORIZONTAL

REINFORCEMENT PLACED SO THAT

MORE THAN 12 INCHES OF

CONCRETE IS CAST BELOW THE

REINFORCEMENT.

5. MULTIPLY LAP AND EMBEDMENT

LENGTHS GIVEN BY 2.0 FOR BARS

WITH CLEAR SPACING OF TWO BAR

DIAMETERS OR LESS, OR CONCRETE

COVER OF ONE BAR DIAMETER OR

LESS.

NOTES:

5'-0

≤10 ft²≤10 ft ²≤10 ft²≤10 ft²

5'-0"

2 33

* A NET ROOF DEAD LOAD OF 15 PSF MAY

BE ASSUMED TO RESIST JOIST UPLIFT

FORCES

- C&C LOADS SHALL BE USED BY THE

METAL STUD SUPPLIER AND ANY OTHER

MANUFACTURER TO DETERMINE WALL

DESIGNS, ROOF DESIGNS, CONNECTION

DESIGNS, ETC.

- STRAIGHT LINE INTERPOLATION MAY BE

USED FOR EFFECTIVE AREAS BETWEEN

AREAS NOTED ABOVE.

WALL AND ROOF COMPONENTS AND CLADDING (C&C)

KEY AREA 5KEY AREA 4KEY AREA 3*KEY AREA 2*

≥100 ft ²≤10 ft²

KEY AREA 1*

NEGATIVE

POSITIVE

PRESSURE

(PSF)

- ALL WIND PRESSURES AND LOAD COMBINATIONS SHALL BE PROVIDED AND APPLIED PER ASCE 7-10

- POSITIVE OR "+" PRESSURES ACT TOWARD THE BUILDING SURFACE, NEGATIVE OR "-" PRESSURES ACT AWAY FROM BUILDING SURFACE. ALL PRESSURES ARE ULTIMATE WIND GIVEN IN UNITS OF PSF.

- MEMBERS SHALL BE DESIGNED FOR THE LOAD COMBINATIONS SHOWN IN THE 2006 IBC FOR

ALLOWABLE STRESS DESIGN.

- NO ALLOWABLE STRESS INCREASE FOR WIND IS ALLOWED FOR ALLOWABLE STRESS DESIGN.

≥100 ft² ≥100 ft² ≥100 ft² ≥100 ft²

-38

≤10 ft²≥100 ft ²≤10 ft ²

INTERIOR ZONE

NEGATIVE

POSITIVE

PRESSURE

(PSF) ≥100 ft²

CORNER ZONE

PARAPET COMPONENTS AND CLADDING (C&C)

COMPONENT AND CLADDING LOADS FOR STEEL JOIST UPLIFT DESIGN

AND MISCELLANEOUS ARCHITECTURAL ITEMS

TYP

TYP

-35 -64 -42

-38

-33

-47

-37

-61

-51

-70

-55

-97 -42

16 16 16 16 16

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

GENERAL NOTES

COLUMBIA, MO

CGH JTR4/3/18

S-002

NO SCALES-002

1 LAP TABLE

NO SCALES-002

2 COMPONENTS AND CLADDING

04/04/2018

LEVEL C - QUALITY ASSURANCE

1. Verify compliance with the approved submittals

Inspection Task FREQUENCY (a)

TMS 402/ACI

530/ASCE 5

a. Proportions of site-mixed mortar, grout and prestressing grout for bonded tendons

b. Grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages

c. Placement of masonry units and construction of mortar joints

d. Placement of reinforcement, connectors, and prestressing tendons and anchorages

e. Grout space prior to grouting

f. Placement of grout and prestressing grout for bonded tendons

g. Size and location of structural elements

h. Type, size, and location of anchors including other details of anchorage of masonry to structural members, frames, or other construction

i. Welding of reinforcement

j. Preparation, construction, and protection of masonry during cold weather (temperature below 40° F (4.4°C)) or hot weather (temperature above 90°F (32.2°C))

k. Application and measurement of prestressing force

l. Placement of AAC masonry units and construction of thin-bed mortar joints

m. Properties of thin-bed mortar for AAC masonry

TMS 602/ACI

530.1/ASCE 6

5. Observe preparation of grout specimens, mortar specimens, and/or prisms

MINIMUM TESTS

Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with Specification Article 1.5 B.1.b.3 for self-consolidating grout

MINIMUM INSPECTION

REFERENCE FOR CRITERIA

Continuous Periodic

2. Verify that the following are in compliance:

X

X

X

X

X

X

X

X

Art. 1.5

Art. 2.1, 2.6 A,

2.6 B, 2.6 C,

2.4 G.1.b

Art. 3.2 D, 3.2 F

Art. 2.4, 3.4

Art. 3.3 F

Sec. 1.2.1(e), 6.1.5.3, 6.2.1

Sec. 8.1.6.7.2,

9.3.3.4 (c), 11.3.3.4(b)

Art. 1.8 C, 1.8 D

Art. 3.6 B

Art. 3.5, 3.6 C

Art. 3.3 B.9,

3.3 F.1.b

Art. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 B.2.c.3,

1.4 B.3, 1.4 B.4

Sec. 6.1 m AACVerification of f' and f' in accordance with Article 1.4 B prior to construction and for every 5,000 sq. ft (465 sq. m) during construction

Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and grout other than self-consolidating grout, as delivered to the project site

X Art. 3.3 B

X Art. 3.2 E, 3.4, 3.6 A

Sec. 6.1, 6.2.1, 6.2.6, 6.2.7

X

X

X

X Art. 2.1 C.1

X

(a) Frequency refers to the frequency of inspection, which may be continuous during the task listed or periodically during the listed task, as defined in the table.

REQUIRED VERIFICATION & INSPECTION OF CAST-IN-PLACE

DEEP FOUNDATION ELEMENTS

1. Inspect drilling operations and maintain complete and accurate records for each element.

VERIFICATION AND INSPECTION FREQUENCY

2. Verify placement locations and plumbness, confirm element diameters, bell diameters

(if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes.

3. For concrete elements, perform tests and additional special inspections in accordance with Section 1705.3.

Continuous

Continuous

Inspection Tasks Prior to Welding

Welding procedure specifications (WPSs) available

Inspection Tasks Prior to Welding

QUALITY

CONTROL

QUALITY

ASSURANCE

Manufacturer certifications for welding consumables available

Welder identification system 1

Material identification (type/grade)

Fit-up of groove welds (including joint geometry)

P

• Joint preparation

• Dimensions (alignment, root opening, root face, bevel)

• Cleanliness (condition of steel surfaces)

• Tacking (tack weld quality and location)

• Backing type and fit (if applicable)

Configuration and finish of access holes

Fit-up of fillet welds

• Dimensions (alignment, gaps at root)

• Cleanliness (condition of steel surfaces)

• Tacking (tack weld quality and location)

Check welding equipment

1 - The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.

Inspection Tasks During Welding

Use of qualified welders

Inspection Tasks During Welding

QUALITY

CONTROL

QUALITY

ASSURANCE

Control and handling of welding consumables

• Packaging

• Exposure Control

No welding over cracked tack welds

Environmental conditions

• Wind speed within limits

• Precipitation and temperature

WPS followed

• Settings on welding equipment

• Travel speed

• Selected welding materials

• Shielding gas type/flow rate

• Preheat applied

• Interpass temperature maintained (min./max.)

• Proper position (F, V, H, OH)

Welding Techniques

• Interpass and final cleaning

• Each pass within profile limitations

• Each pass meets quality requirements

Inspection Tasks After Welding

Welds cleaned

Inspection Tasks After Welding

QUALITY

CONTROL

QUALITY

ASSURANCE

Size, length and location of welds

Welds meet visual acceptance criteria

• Crack prohibition

• Weld/base-metal fusion

• Crater cross section

• Weld profiles

• Weld size

• Undercut

• Porosity

Arc strikes k-area2

Backing removed and weld tabs removed (if required)

Repair activities

Document acceptance or rejection of welded joint or member

2 - When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks within 3 in. (75mm) of the weld.

Inspection Tasks Prior to Bolting

Manufacturer's certifications available for fastener materials

Inspection Tasks Prior to Bolting

QUALITY

CONTROL

QUALITY

ASSURANCE

Fasteners marked in accordance with ASTM requirements

Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

P

P

P

O O

O O

O O

O O

O O

O

O O

O O

O O

O O

O O

O O

O O

P P

P P

P P

P P

P P

P P

P - Perform these tasks for each weld joint or member.

O - Observe these items on a random basis. Operations need not be delayed pending these inspections.

Proper bolting procedure selected for joint detail

Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used

Proper storage provided for bolts, nuts, washers and other fastener components

P

P

O

O

O

O

O

O

O

O

O

O

O

O

Inspection Tasks During Bolting

Inspection Tasks During Bolting

QUALITY

CONTROL

QUALITY

ASSURANCE

Fastener assemblies, of suitable condition, placed in all holes and washers (if required) are positioned as required

Fastener component not turned by the wrench prevented from rotating

Fasteners are pretentioned in accordance with the RCSC Specification, progressing systematically from the most rigid point toward the free edges

Joint brought to the snug-tight condition prior to the pretensioning operation

O O

O O

O O

O O

Inspection Tasks After Bolting

Inspection Tasks After Bolting

QUALITY

CONTROL

QUALITY

ASSURANCE

Document acceptance or rejection of bolted connections P P

Inspection of Steel Elements of Composite Construction Prior to Concrete Placement

Placement and installation of steel deck

Inspection of Steel Elements of Composite Construction Prior to Concrete Placement

QUALITY

CONTROL

QUALITY

ASSURANCE

Placement and installation of steel headed stud anchors

Document acceptance or rejection of steel elements

P

P

P

P

P P

P P

Quality Control - Requirements on the part of the steel fabricator and erector Quality Assurance - Requirements on the part of the project owner's representative

P - Perform these tasks for each weld joint or member.

O - Observe these items on a random basis. Operations need not be delayed pending these inspections.

Quality Control - Requirements on the part of the steel fabricator and erector Quality Assurance - Requirements on the part of the project owner's representative

P - Perform these tasks for each weld joint or member.

O - Observe these items on a random basis. Operations need not be delayed pending these inspections.

Quality Control - Requirements on the part of the steel fabricator and erector Quality Assurance - Requirements on the part of the project owner's representative

REQUIRED VERIFICATION & INSPECTION OF SOILS

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

VERIFICATION AND INSPECTION FREQUENCY

Periodic

2. Verify excavations are extended to proper depth and have reached proper material.

3. Perform classification and testing of compacted fill materials.

4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

Periodic

Periodic

Periodic

Continuous

REQUIRED VERIFICATION & INSPECTION OF STEEL CONSTRUCTION

OTHER THAN STRUCTURAL STEEL

1. Material verification of cold-formed steel deck:

VERIFICATION AND INSPECTION FREQUENCY

REFERENCED

STANDARD

Periodic Applicable ASTM material standards

a. Identification markings to conform to ASTM standards specified in the approved construction documents.

2. Inspection of welding:

b. Manufacturer's certified test reports.

a. Cold-formed steel deck:

1) Floor and roof deck welds.

Periodic

Periodic AWS D1.3

REQUIRED SPECIAL INSPECTION AND TESTS OF

CONCRETE CONSTRUCTION

1. Inspect reinforcement, including prestressing tendons, and verify placement.

VERIFICATION AND INSPECTION FREQUENCY

REFERENCED

STANDARD

IBC

REFERENCE

Periodic ACI 318 Ch. 20, 25.2, 25.3, 26.5.1-26.5.3

1908.4

2. Reinforcing bar welding: AWS D1.4

ACI 318: 26.5.4

3. Inspect anchors cast in concrete. Periodic ACI 318: 17.8.2

4. Inspection of anchors post installed in hardened concrete members.

Continuous ACI 318: 17.8.2.4

5. Verifying use of required mix design. Periodic ACI 318: Ch. 19, 26.4.3, 26.4.4

1904.1, 1904.2 1908.2, 1908.3

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

Continuous ASTM C172, ASTM C31, ACI 318: 26.4.5, 26.12

1908.10

7. Inspection of concrete and shotcrete placement for proper application techniques.

Continuous ACI 318: 26.4.5 1908.6, 1908.7, 1908.8

8. Verify maintenance of specified curing temperature and techniques.

Periodic ACI 318:

26.4.7-26.4.9

1908.9

9. Inspection of prestressed concrete for:

a. Application of prestressing forces; and

b. Grouting of bonded prestressing tendons.

Continuous

Continuous

ACI 318: 26.9.2.1

ACI 318: 26.9.2.3

10.Inspect erection of precast concrete members. Periodic ACI 318: Ch. 26.8

11.Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

Periodic ACI 318: 26.10.2

12.Inspect formwork for shape, location and dimensions of the concrete member being formed.

Periodic ACI 318: 26.10.1(b)

Special Inspection Additional Requirements:

- Additional items that need special inspection, in the opinion of the building official, shall be inspected.

- Coordination of Special Inspections with construction of the inspected items shall be the responsibility of the contractor.

- If Special Inspection is waived by the Authority having Jurisdiction, the general contractor shall provide the designer of record with a copy of the written exemption for each item that has been waived.

- The building official may perform inspections in addition to and/or concurrently with the Special

Inspection's outlined in the tables.

- The general contractor is responsible for implementing a quality control program. The quality control program is in addition to the Special Inspection requirements and must meet or exceed those responsibilities required as part of the contract drawings and specifications.

REQUIRED VERIFICATION & INSPECTION OF STRUCTURAL STEEL

FOR WELDING PROCESS

REQUIRED VERIFICATION & INSPECTION OF STRUCTURAL STEEL

FOR WELDING PROCESS

a. Verify weldability of reinforcing bars other than

ASTM A 706

b. Inspect single-pass fillet welds, maximum 5/16"

c. Inspect all other welds.

Periodic

Periodic

Continuous

a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

b. Mechanical anchors and adhesive anchors not defined in 4.a.

Periodic ACI 318: 17.8.2

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

IBC INSPECTION TABLES

COLUMBIA, MO

CGH JTR4/3/18

S-00304/04/2018

ACA

ACA

ACA

10.6

ACA

ACA

11.5

ACA

ACA

H

ACA

E.1

ACA

E

ACA

D.8

ACA

D.7

ACA

D

11.8

F.2 F.9 G.5

12.1

ACA

B

F.7

ACA

C F.1

ACA

E.5

7' - 4 1/2" 27' - 1 1/2" 28' - 0" 12' - 4"

1' - 10 1/2"

6' - 10 1/2"

6" 3' - 1 1/2"

10' - 7 1/2"

2' - 6"

23' - 4" 15' - 11" 13' - 5"

/2

/2

/4

/4

/2

/2

/2

/2

5" CONC. SLAB REINF. W/ 6X6

W4XW4 WWF T.O.C. EL. 100'-0"

(DATUM 736'-0" MATCH EXIST.)

6" CONC. SLAB AT

VAULT, REINF.. W/ #4

@18" O.C. EA. WAY

T.O.C. EL 100'-0"

153' - 0"

/4

/4

2' - 4 1/2"

8' - 3" 9' - 4"

5 3/8"

PC2

PC3 PC3

PC2

PC2

PC2

PC2

PC3

PC2

PC3

PC2

C1 C2 C2 C2 C1

C1C2C2C2

C1

S-502

S-502

S-502

S-502

S-5025

S-502

1a

S-502

S-502

G B

-1 G

B -1

G B

-3

GB-3

GB-2 GB-2GB-2

S-502

S-502

GB-4

GB-4

GB-4 GB-4

S-501

G B

-5

GB-5

G B

-5

GB-5

S-502

S-502

AT D

O O R

1' - 0"

P1P1

P1 P1

SIM

G B

-1

/4

/8

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

FOUNDATION PLAN

COLUMBIA, MO

CGH JTR4/3/18

S-101

1/8" = 1'-0"S-101

1 FOUNDATION PLAN

ADDITION

REMODEL AREAS

N

N

1" = 80'-0"

KEY PLAN FOUNDATION

4' 8' 16'

1/8" = 1'-0"

0'

FOUNDATION PLAN NOTES:

- SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION

REQUIREMENTS.

- REFERENCE SHEET S-602 FOR AUGER CAST PILE DETAILS.

- CENTER ALL PILE CAPS ON COLUMN GRID OR WALL INTERSECTIONS UNLESS NOTED OTHERWISE.

- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION

THAT MAY AFFECT THE PROJECT AND REPORT DISCREPANCIES TO THE ENGINEER. ANY

DIMENSIONS AND ELEVATIONS THAT IMPACT NEW WORK SHALL BE VERIFIED PRIOR TO

FABRICATION OF ANY MATERIAL. EXISTING BUILDING ELEMENTS THAT ARE TO BE ABANDONED THAT

INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED.

- CONTRACTOR SHALL SUBMIT JOINT LAYOUT FOR SLAB ON GRADE, REF. GENERAL NOTES. PROVIDE (2) #4 X 4'-0" IN SLAB AT ALL RE-ENTRANT CORNERS, DISCONTINUOUS SAWN JOINTS AND DISCONTINUOUS

ISOLATION JOINTS AT COLUMNS.

PLAN MARKS

AUGER CAST PILE, MINIMUM LOCATIONS SHOWN UNLESS APPROVED BY ENGINEER

PRIOR TO CONSTRUCTION, REF. S-602

DENOTES AUGER CAST PILE, REF. SHEET S-602

DENOTES GRADE BEAM, REF. GRADE BEAM SCHEDULE S-601

DENOTES COLUMN MARKS, REF. COLUMN SCHEDULE S-601C#

P#

GB#

1 G.C. TO COORDINATE 10" STORM SEWER WITH FOUNDATION PLACEMENT

2 (2) #4 X 4'-0", TYP.

3 PROVIDE ADHESIVE DOWELS TO MATCH HORIZ. GRADE BEAM REINF. DRILL AND ADHERE

TO EXIST. CONC. (6" MIN. EMBED)

4 PROVIDE 1/2" MINIMUM EXPANSION JOINT BETWEEN NEW GRADE BEAM AND EXISTING

CONCRETE WALL.

DENOTES PILE CAP, REF. SHEET S-602PC#

ACA

ACA

10.6

ACA

ACA

11.5

ACA

ACA

H

ACA

E.1

ACA

E

ACA

D.8

ACA

D.7

ACA

D

11.8

F.2 F.9 G.5

12.1

ACA

B

F.7

ACA

C F.1

ACA

E.5

7' - 4 1/2" 27' - 1 1/2" 28' - 0" 12' - 4"

1' - 10 1/2"

6' - 10 1/2"

6" 3' - 1 1/2"

10' - 7 1/2"

2' - 6"

23' - 4" 15' - 11" 13' - 5"

/2

/2

/4

/4

/2

/2

/2

/2

5" CONC. SLAB REINF. W/ 6X6

W4XW4 WWF T.O.C. EL. 100'-0"

(DATUM 736'-0" MATCH EXIST.)

6" CONC. SLAB,

REINF.. W/ #4 @

18" O.C. EA. WAY

T.O.C. EL 100'-0"

153' - 0"

/4

/4

2' - 4 1/2"

8' - 3"

PC2

PC3 PC3

PC2

PC2

PC2

PC2

PC3

PC2

PC3

PC2

C1 C2 C2 C2 C1

C1C2C2C2

C1

S-502

S-502

S-502

S-502

S-5025

S-502

S-502

G B

-1 G

B -1

G B

-3

GB-3

GB-2 GB-2GB-2

S-502

S-502

S-502

S-502

AT D

O O R

S-501

G B

-5

GB-5

G B

-5

GB-5

GB-4

GB-4

GB-4 GB-4

1' - 0"

P1P1

P1

P1

1b

S-502

SIM

9' - 4"

5 3/8"

/4

/8

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

FOUNDATION PLAN - BID DEDUCT #2

COLUMBIA, MO

CGH JTR4/3/18

S-101.2

ADDITION

REMODEL AREAS

N

N

1" = 80'-0"

KEY PLAN FOUNDATION

1/8" = 1'-0"S-101.2

1 FOUNDATION PLAN - BID DEDUCT #2

4' 8' 16'

1/8" = 1'-0"

0'

FOUNDATION PLAN NOTES:

- SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION

REQUIREMENTS.

- REFERENCE SHEET S-602 FOR AUGER CAST PILE DETAILS.

- CENTER ALL PILE CAPS ON COLUMN GRID OR WALL INTERSECTIONS UNLESS NOTED OTHERWISE.

- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION

THAT MAY AFFECT THE PROJECT AND REPORT DISCREPANCIES TO THE ENGINEER. ANY

DIMENSIONS AND ELEVATIONS THAT IMPACT NEW WORK SHALL BE VERIFIED PRIOR TO

FABRICATION OF ANY MATERIAL. EXISTING BUILDING ELEMENTS THAT ARE TO BE ABANDONED THAT

INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED.

- CONTRACTOR SHALL SUBMIT JOINT LAYOUT FOR SLAB ON GRADE, REF. GENERAL NOTES. PROVIDE (2) #4 X 4'-0" IN SLAB AT ALL RE-ENTRANT CORNERS, DISCONTINUOUS SAWN JOINTS AND DISCONTINUOUS

ISOLATION JOINTS AT COLUMNS.

PLAN MARKS

AUGER CAST PILE, MINIMUM LOCATIONS SHOWN UNLESS APPROVED BY ENGINEER

PRIOR TO CONSTRUCTION, REF. S-602

DENOTES AUGER CAST PILE, REF. SHEET S-602

DENOTES GRADE BEAM, REF. GRADE BEAM SCHEDULE S-601

DENOTES COLUMN MARKS, REF. COLUMN SCHEDULE S-601C#

P#

GB#

1 G.C. TO COORDINATE 10" STORM SEWER WITH FOUNDATION PLACEMENT

2 (2) #4 X 4'-0", TYP.

3 PROVIDE ADHESIVE DOWELS TO MATCH HORIZ. GRADE BEAM REINF. DRILL AND ADHERE

TO EXIST. CONC. (6" MIN. EMBED)

4 PROVIDE 1/2" MINIMUM EXPANSION JOINT BETWEEN NEW GRADE BEAM AND EXISTING

CONCRETE WALL.

DENOTES PILE CAP, REF. SHEET S-602PC#

ACA

ACA

10.6

ACA

ACA

11.5

ACA

ACA

H

ACA

G

ACA

F

ACA

E.1

ACA

E

ACA

D.8

ACA

D.7

ACA

D

11.8

F.2 F.9 G.5

12.1

/2

/4

/4

/2

/2

/2

/2

153' - 0"

34' - 6" 28' - 0" 12' - 4"

1' - 10 1/2"

6' - 10 1/2"

6" 3' - 1 1/2"

9' - 3 1/2"

1' - 4" 2' - 6"

23' - 4"

10"

15' - 1" 13' - 5"

ACA

B

ACA

B

ACA

C

6' - 6" 6' - 7 1/2" 7' - 9" 7' - 9" 7' - 10" 10' - 2 1/4"5' - 8 3/4" 6' - 8 1/4" 6' - 8 3/4"

6' - 0 1/4" 6' - 0 1/4" 7' - 4 1/2" 4' - 3" 6' - 0" 6' - 0"

W X

W16X26 (4)W16X26 (6)W21X44 (8)W16X26 (3)

W X

W X

W12X14 (5)

W16X26 (6)

W X

W16X26 (4)

W16X26 (6)

W21X44 (8)

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W14X22 (4)

F.1

S-504

S-504

ACA

3 1/4" L.W. CONC. SLAB OVER 2" VLI, 20 GA.

METAL DECK (5 1/4" TOTAL THICKNESS)

REINF. W/ 6X6 W2.1XW2.1 WWF

T.O.C. EL. 113'-9 1/4"

(DATUM 749'-9 1/4" MATCH EXIST.)

ACA

E.5

8' - 0 3/4"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"7' - 1 1/4"5' - 3 3/4"5' - 3 3/4"7' - 1 1/2"

W X

S-504

S-504

S-504

S-504

/2

W12X16

W12X16

S-504

S-504

S-504

S-504

S-504

S-504

S-504

S-504

3 1/4" L.W. CONC. SLAB OVER 2" VLI, 20 GA.

METAL DECK (5 1/4" TOTAL THICKNESS)

REINF. W/ 6X6 W2.1XW2.1 WWF

T.O.C. EL. 113'-9 1/4"

(DATUM 749'-9 1/4" MATCH EXIST.)

1' - 0"

" 9

1' - 0"

8 1/4"

1' - 0"

8 1/4"

12a

S-504

12a

S-504

12a

S-504

12a

S-504

* 3' - 9 1/8"

* 4' - 5 5/8"

2' - 7 1/2"

S-504

*NOTE:

G.C. TO VERIFY

DIMENSIONS

SIM

SIM

W16X31 [36] <0.75>

POSITIVE MIDSPAN

CAMBER

NUMBER OF HEADED

STUDS

BEAM SIZE

BEAM DESIGNATIONS

REFERENCE 12/S-501 & 13/S-501 FOR

COMPOSITE SLAB LAYOUT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

SECOND FLOOR FRAMING PLAN

COLUMBIA, MO

CGH JTR4/3/18

S-102

1/8" = 1'-0"S-102

1 SECOND FLOOR FRAMING

N

N

FRAMING PLAN NOTES:

- SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION

REQUIREMENTS.

- SEE DETAIL 1/S-503 FOR TYPICAL FLOOR/ROOF OPENINGS. SEE MECHANICAL, ELECTRICAL AND

ARCHITECTURAL FOR SIZE AND LOCATION OF OPENINGS NOT NOTED ON FRAMING PLANS. ROOF

DRAINS SHALL BE CONSIDERED A ROOF OPENING.

- SEE DETAIL 2/S-503 FOR TYPICAL SPLICE CONNECTION DETAIL AT ALL CONTINUOUS EDGE ANGLES

AND BENT PLATES.

- SEE DETAIL 3/S-503 FOR TYPICAL BEAM CONNECTION DETAIL. FRAME STEEL BEAMS INTO STEEL

COLUMNS PER DETAIL 7/S-503.

- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION THAT MAY AFFECT THE PROJECT AND REPORT DISCREPANCIES TO THE ENGINEER. ANY DIMENSIONS AND ELEVATIONS THAT IMPACT NEW WORK SHALL BE VERIFIED PRIOR TO FABRICATION OF ANY MATERIAL. EXISTING BUILDING ELEMENTS THAT ARE TO BE ABANDONED THAT INTERFERE WITH NEW

CONSTRUCTION SHALL BE REMOVED.

- SEE DETAIL 8/S-503 FOR COMPOSITE DECK ATTACHMENT DETAIL

PLAN MARKS

1" = 80'-0"

KEY PLAN SECON FLOOR

ADDITION

REMODEL AREAS

4' 8' 16'

1/8" = 1'-0"

0'

1 FLOOR OPENING AT MECH. CHASE, REF. 1/S-503 FOR TYPICAL FLOOR OPENING DETAIL.

REF. ARCH./MECH. FOR SIZE AND LOCATION.

ACA

ACA

10.6

ACA

ACA

11.5

ACA

ACA

H

ACA

G

ACA

F

ACA

E.1

ACA

E

ACA

D.8

ACA

D.7

ACA

D

11.8

F.2 F.9 G.5

12.1

ACA

B

ACA

B

ACA

C

F.1

ACA

ACA

E.5

/2

/4

/4

/2

/2

/2

/2

153' - 0"

34' - 6" 28' - 0" 12' - 4"

1' - 10 1/2"

6' - 10 1/2"

6" 3' - 1 1/2"

9' - 3 1/2"

1' - 4" 2' - 6"

23' - 4"

10"

15' - 1" 13' - 5"

6' - 6" 6' - 7 1/2" 7' - 9" 7' - 9" 7' - 10" 10' - 2 1/4"5' - 8 3/4" 6' - 8 1/4" 6' - 8 3/4"

* 6' - 0 1/4" 6' - 0 1/4" 7' - 4 1/2" 4' - 3" 6' - 0" 6' - 0"

W X

W16X26 (4)W16X26 (6)W21X44 (8)W16X26 (3)

W X

W X

W12X14 (5)

W16X26 (6)

W X

W16X26 (4)

W16X26 (6)

W21X44 (8)

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W14X22 (4)

S-504

S-504

3 1/4" L.W. CONC. SLAB OVER 2" VLI, 20 GA.

METAL DECK (5 1/4" TOTAL THICKNESS)

REINF. W/ 6X6 W2.1XW2.1 WWF

T.O.C. EL. 113'-9 1/4"

(DATUM 749'-9 1/4" MATCH EXIST.)

8' - 0 3/4"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"7' - 1 1/4"5' - 3 3/4"5' - 3 3/4"* 7' - 1 1/2"

W X

S-504

S-504

S-504

S-504

/2

W12X16

W12X16

S-504

S-504

S-504

S-504 1

S-504

S-504

S-504

S-504

3 1/4" L.W. CONC. SLAB OVER 2" VLI, 20 GA.

METAL DECK (5 1/4" TOTAL THICKNESS)

REINF. W/ 6X6 W2.1XW2.1 WWF

T.O.C. EL. 113'-9 1/4"

(DATUM 749'-9 1/4" MATCH EXIST.)

1' - 0"

" 9

1' - 0"

8 1/4"

1' - 0"

8 1/4"

12b

S-504

* 2' - 7 1/2"

* 4' - 5 5/8"

* 3' - 9 1/8"

*NOTE:

G.C. TO VERIFY

DIMENSIONS

S-504

12b

S-504

SIM

W16X31 [36] <0.75>

POSITIVE MIDSPAN

CAMBER

NUMBER OF HEADED

STUDS

BEAM SIZE

BEAM DESIGNATIONS

REFERENCE 12/S-501 & 13/S-501 FOR

COMPOSITE SLAB LAYOUT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

SECOND FLOOR FRAMING PLAN - BID

DEDUCT #2

COLUMBIA, MO

CGH JTR4/3/18

S-102.2

1/8" = 1'-0"S-102.2

1 SECOND FLOOR FRAMING - BID DEDUCT #2

N

N

FRAMING PLAN NOTES:

- SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION

REQUIREMENTS.

- SEE DETAIL 1/S-503 FOR TYPICAL FLOOR/ROOF OPENINGS. SEE MECHANICAL, ELECTRICAL AND

ARCHITECTURAL FOR SIZE AND LOCATION OF OPENINGS NOT NOTED ON FRAMING PLANS. ROOF

DRAINS SHALL BE CONSIDERED A ROOF OPENING.

- SEE DETAIL 2/S-503 FOR TYPICAL SPLICE CONNECTION DETAIL AT ALL CONTINUOUS EDGE ANGLES

AND BENT PLATES.

- SEE DETAIL 3/S-503 FOR TYPICAL BEAM CONNECTION DETAIL. FRAME STEEL BEAMS INTO STEEL

COLUMNS PER DETAIL 7/S-503.

- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION THAT MAY AFFECT THE PROJECT AND REPORT DISCREPANCIES TO THE ENGINEER. ANY DIMENSIONS AND ELEVATIONS THAT IMPACT NEW WORK SHALL BE VERIFIED PRIOR TO FABRICATION OF ANY MATERIAL. EXISTING BUILDING ELEMENTS THAT ARE TO BE ABANDONED THAT INTERFERE WITH NEW

CONSTRUCTION SHALL BE REMOVED.

- SEE DETAIL 8/S-503 FOR COMPOSITE DECK ATTACHMENT DETAIL

PLAN MARKS

1" = 80'-0"

KEY PLAN SECON FLOOR

ADDITION

REMODEL AREAS

4' 8' 16'

1/8" = 1'-0"

0'

1 FLOOR OPENING AT MECH. CHASE, REF. 1/S-503 FOR TYPICAL FLOOR OPENING DETAIL.

REF. ARCH./MECH. FOR SIZE AND LOCATION.

05/03/2018

ACA

ACA

10.6

ACA

ACA

11.5

ACA

ACA

H

ACA

G

ACA

F

ACA

E.1

ACA

E

ACA

D.8

ACA

D.7

ACA

D

11.8

F.2 F.9 G.5

12.1

90' - 6"

12' - 4"

1' - 10 1/2"

6' - 10 1/2"

6"

12' - 5"

1' - 4" 2' - 6"

23' - 4"

10"

15' - 1" 13' - 5"

2' - 7 1/2" 7' - 1 1/2" 6' - 0" 7' - 9" 7' - 9" 7' - 10" 7' - 11 1/2"7' - 11 1/2" 6' - 8 1/4" 6' - 8" 1' - 0"

W X

W16X26 (4)W16X26 (5)W16X26 (3)

W X

W16X26 (5)

W16X26 (6)

W X

W18X35 (4)W18X35 (5)

W X

W X

W X

W X

W X

W X

W X

W X

W X

W21X44 (8)

W24X55 (8)

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W14X22 (4)

F.1

S-505

S-505

3 1/4" L.W. CONC. SLAB OVER 2" VLI, 20 GA.

METAL DECK (5 1/4" TOTAL THICKNESS)

REINF. W/ 6X6 W2.1XW2.1 WWF

T.O.C. EL. 126'-5 1/4"

(DATUM 762'-5 1/4" MATCH EXIST.)

/2

/4

/4

/2

/2

/2

/2

SIM

ACA

E.5

RTU-1

6250#

8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"7' - 1 1/4"5' - 3 3/4"5' - 3 3/4"

6' - 0 1/4" 6' - 0 1/4" 6' - 10 1/2" 4' - 9" 6' - 0" 6' - 0" 1' - 0"

S-504

S-505

S-505

S-505

S-505

AT W

IN

DO

W

S-505

S-505

SIM

S-505

S-505

S-505

W X

W X

S-505

1 1 1 1 1

1 11

W16X31 [36] <0.75>

POSITIVE MIDSPAN

CAMBER

NUMBER OF HEADED

STUDS

BEAM SIZE

BEAM DESIGNATIONS

REFERENCE 12/S-501 & 13/S-501 FOR

COMPOSITE SLAB LAYOUT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

ROOF FRAMING PLAN

COLUMBIA, MO

CGH JTR4/3/18

S-103

1/8" = 1'-0"S-103

1 ROOF/FUTURE THIRD FLOOR FRAMING

N

N

FRAMING PLAN NOTES:

- SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION

REQUIREMENTS.

- SEE DETAIL 1/S-503 FOR TYPICAL FLOOR/ROOF OPENINGS. SEE MECHANICAL, ELECTRICAL AND

ARCHITECTURAL FOR SIZE AND LOCATION OF OPENINGS NOT NOTED ON FRAMING PLANS. ROOF

DRAINS SHALL BE CONSIDERED A ROOF OPENING.

- SEE DETAIL 2/S-503 FOR TYPICAL SPLICE CONNECTION DETAIL AT ALL CONTINUOUS EDGE ANGLES

AND BENT PLATES.

- SEE DETAIL 3/S-503 FOR TYPICAL BEAM CONNECTION DETAIL. FRAME STEEL BEAMS INTO STEEL

COLUMNS PER DETAIL 7/S-503.

- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION THAT MAY AFFECT THE PROJECT AND REPORT DISCREPANCIES TO THE ENGINEER. ANY DIMENSIONS AND ELEVATIONS THAT IMPACT NEW WORK SHALL BE VERIFIED PRIOR TO FABRICATION OF ANY MATERIAL. EXISTING BUILDING ELEMENTS THAT ARE TO BE ABANDONED THAT INTERFERE WITH NEW

CONSTRUCTION SHALL BE REMOVED.

- SEE DETAIL 8/S-503 FOR COMPOSITE DECK ATTACHMENT DETAIL

PLAN MARKS

ADDITION

REMODEL AREAS

1" = 80'-0"

KEY PLAN ROOF

4' 8' 16'

1/8" = 1'-0"

0'

1 REF. 11/S-505 FOR DETAIL AT TOP OF COLUMN.

2 REF. 1/S-503 FOR TYPICAL FLOOR OPENING DETAIL.

REF. MECH. FRO SIZE AND LOCATION

STD. 90 DEGREE HOOK

TYP. MATCH SPACING AND

SIZE OF HORIZ. REINF.

TYP.

NOTE:

REINFORCING SHOWN APPLIES TO

TOP, BOTTOM AND INTERMEDIATE

BARS IN CONCRETE WALLS

UNLESS NOTED OTHERWISE

SLEEVE THROUGH FOUNDATION

FOR PLUMBING LINES. SEE MECH. &

ELEC. FOR LOCATION & DEPTH

NOTE:

THICKEN FOUNDATION AS

SHOWN WHERE SUBGRADE

UTILITY LINE IS LESS THAN

2'-0" BELOW THE BOTTOM OF

THE FOUNDATION, TYPICAL

DEEPEN BOTTOM OF

FOUNDATION @ UTILITY

LINES.

MATCH NUMBER AND SIZE

OF BOTTOM FOUNDATION

REINFORCEMENT

TYP

1' - 0

1 9

M I

N

MIN

1' - 6"

MIN

1' - 6"

CL. COL. & PIER

2' - 0"

MINIMUM

REFER TO COLUMN

SCHEDULE FOR

COLUMN SIZE

30# FELT JOINT

CONTROL JOINT

AT COLUMN LINE,

EACH WAY OR AS

NOTED ON PLANS

2" M

IN

GRID

GRID

T Y

P

NOTES:

REPLACEMENT BARS

FOR INTERRUPTED

BARS

INTERRUPTED

BARS

INTERRUPTED BARS

ADDITIONAL #

5 EACH FACE

2' -0

" T

YP.

0 3" CLR.

TYP.

USE THIS DETAIL FOR ALL OPENINGS GREATER THAN 8" IN CONCRETE WALLS AND SLABS,

PROVIDE (2) #5 ON DIAGONAL AT EACH CORNER AS SHOWN. EXTEND BARS 2'-0" PAST

OPENING. REPLACE ALL VERTICAL AND HORIZONTAL BARS INTERUPTED BY THE OPENING

WITH AN EQUAL NUMBER AND SIZE BARS EVENLY DIVIDED ON EACH SIDE OF THE OPENING

UNLESS NOTED OTHERWISE.

1.

REFER TO PLANS FOR ALL OPENING LOCATIONS.2.

INTERRUPTED

BARS

INTERRUPTED

BARS

ADDITIONAL

#5 EA. FACE

3" CLR.

TYP.

REPLACEMENT

BARS FOR

INTERRUPTED

BARS

2' -0

" T

YP

T Y

P

3" MAX.

WWF CONSTRUCTION JOINT (CJ) DETAIL

WWF SAWN JOINT (SJ) DETAIL

SLAB ON GRADE,

REF PLAN

CUT EVERY OTHER BAR

AT JOINT LOCATION

1 1/2" CLR.

2" CLR. @

EXT.

MINIMUM 1/8" WIDE SAW

JOINT W/ FILLER, 1 1/4" DEEP

(COORDINATE WIDTH W/

JOINT FILLER SUPPLIER)

SMOOTH BAR DOWELS

9" TO 11"

DOWEL

DIMENSIONS

SLAB

DEPTH

DOWEL

SPACING

4" TO 6"

7" TO 8"

3/4"ØX1'-2" 12" O.C.

12" O.C.

12" O.C.

1"ØX1'-4"

1-1/4"ØX1'-6"

1/8" RAD. TOOLED EDGE

SMOOTH BAR DWL, REF. TABLE

SLAB ON GRADE, REF. PLAN

3' - 0" 3' - 0"

NOTE: IF THESE CONDITIONS CANNOT BE MET, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE

PROCEEDING

NOTES:

ENCASEMENT MUST NOT BE

GREATER THAN 5'-0" WIDE

MULTIPLE ENCASEMENTS MUST BE

SPACED GREATER THAN 2X THE

DEPTH TO THE BOTTOM OF

ENCASEMENT

NO TRENCHES PARALLEL TO

THE FOUNDATION MAY BE

LOCATED UNDER THIS AREA

WITHOUT PRIOR APPROVAL

BY THE ENGINEER OF

RECORD.

NOTE:

THE FOUNDATIONS SHOWN ARE

REPRESENTATIONAL. ACTUAL

FOUNDATION CONFIGURATION

MAY VARY FROM SHOWN.

M

IN

WALL FOUNDATION

ENCASEMENT, REFERENCE MECHANICAL & ELECTRICAL

T.O.C. EL.

REF. PLAN

CONC. SLAB,

REF. PLAN

R E

F P

IL

E

D E

T A

IL

S

R E

F P

L A

N

GRID

EQ EQ

STEEL COLUMN, BASE

PLATE & ANCHOR

RODS, REF. PLAN &

SCHED.

2" HIGH STRENGTH,

NON-SHRINK GROUT

PILES & CAP, REF.

PILE DETAILS,

SHEET S-602

COLUMN ISOLATION

JOINT, REF.5/S-501

PILE CAP, REF.

PLAN AND

SCHED.

#4 SLAB DWLS

@ 18" O.C., TYP.

C6X13 JAMB

CONCRETE SLAB,

REF PLANL3X3X1/4 W/ (2) 5/8"Ø

ADHESIVE ANCHORS

(4" MIN. EMBED)

1/4

A A

SECTION A-A

1 1/2" 3" 1 1/2"

NO SCALES-501

2 TYPICAL CORNER AND INTERSECT. REINF.

NO SCALES-501

3 TYPICA.L THICKENED FOUNDATION DETAIL

NO SCALES-501

5 ISOLATION JOINTS AT COLUMN

NO SCALES-501

4 TYPICAL SLAB/WALL OPENINGS

3/4" = 1'-0"S-501

1 TYPICAL SLAB ON GRADE JOINT DETAIL

NO SCALES-501

6 TYPICAL ENCASEMENT OF UTILITIES UNDER FOUNDATION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

TYPICAL FOUNDATION DETAILS

COLUMBIA, MO

CGH JTR4/3/18

S-501

3/4" = 1'-0"S-501

7 INTERIOR SECTION AT COLUMN

3/4" = 1'-0"S-501

8 JAMB CONN. DETAIL

T.O.C. EL.

REF. PLAN

CONC. SLAB, REF. PLAN

#4 CONT.

1/2" E.J.

EXIST. BRICK VENEER

(VENEER REMOVED AT SIM.)

EXIST. L.G. FRAMING

EXIST. CONC. SLAB

EXIST. CONC. BEAM

EXIST. CONC. WALL

F.V.

1' - 6"

8"

NOTE:

AT SIM. E.J. OCCURS

AT EXIST. SLAB EDGE.

T.O.C. EL,

REF. PLAN

(1) #4 CONT.

CONC. SLAB,

REF. PLAN #4 DWLS @ 18" O.C.

GRADE BEAM,

REF. PLAN AND

SCHED.

EQ EQ

VAULT CONC. SLAB,

REF. PLAN

8" CMU REINF. W/ #5

@ 8" O.C. DWLS TO MATCH

VERT. WALL REINF.

REF. SCHED.

2'-0"

'-0

REF. PILE DETAILS

R E

F P

IL

E

D E

T A

IL

S

GRID

CONC. SLAB,

REF. PLAN

COLUMN ISOLATION

JOINT, REF. 5/S-501

COLUMN, BASE PLATE &

ANCHOR BOLTS PER

PLAN & SCHED.

2" HIGH STRENGTH

GROUT

CONT. GRADE BEAM

REINF. THRU PILE

CAP, TYP

T.O.C. EL,

REF. PLAN

1' - 0"6"

VENEER, REF. ARCH

6" METAL STUDS,

REF. GEN. NOTES

EQEQ

PILES & CAP, REF.

PILE DETAILS,

SHEET S-602

PILE CAP, REF.

PLAN AND

SCHED.

2' - 0"

(8) #6 VERT.

#3 TIES (3) IN TOP 5"

BALANCE @ 12" O.C.

EXT. PAVING,

REF. CIVIL

AA

SECTION A-A

REF. SCHED.

6" METAL STUDS, REF.

GEN. NOTES

CONCRETE SLAB,

REF PLAN

VENEER, REF

ARCH

T.O.C. EL,

REF. PLAN

#4 SLAB DOWELS

@ 18" O.C.

2'-0"

'-0

GRID

1' - 0"6"

(1) #4 CONT.

GRADE BEAM, REF.

PLAN AND SCHED.

(3) #5 HORIZ.

#5 @ 12" O.C.

VERT.

EXT. PAVING,

REF. CIVIL

REF. SCHED.

CONCRETE SLAB,

REF PLAN

CONC. PAVING,

REF. CIVIL

GRADE BEAM, REF.

PLAN AND SCHED.

T.O.C. EL,

REF PLAN

#4 SLAB DOWELS

@ 18" O.C.

2'-0"

'-0

GRID

1' - 0"

(1) #4 CONT.

SMOOTH BAR

DWLS, REF.

1/S-501

1/2" E.J.

(3) #5 HORIZ.

#5 @ 12" O.C.

VERT.

WALL BEYOND

SCHED.

REF.

6" METAL STUDS, REF.

GEN. NOTES

CONCRETE SLAB,

REF PLAN

VENEER, REF

ARCH

T.O.C. EL,

REF. PLAN

#4 SLAB DOWELS

@ 18" O.C.

2'-0"

'-0

GRID

1' - 0"6"

(1) #4 CONT.

CONC. RAMP,

REF. CIVIL

GRADE BEAM, REF.

PLAN AND SCHED.

(3) #5 HORIZ.

#5 @ 12" O.C.

VERT.

1/2" E.J.

SCHED.

REF.

6" METAL STUDS, REF.

GEN. NOTES

CONCRETE SLAB,

REF PLAN

VENEER, REF

ARCH

T.O.C. EL,

REF. PLAN

#4 SLAB DOWELS

@ 18" O.C.

2'-0"

'-0

GRID

1' - 0"6"

(1) #4 CONT.

CONC.

SIDEWALK,

REF. CIVIL

GRADE BEAM, REF.

PLAN AND SCHED.

1/2" E.J.

1' - 6"

T.O.C. EL,

REF. PLAN

CONC. SLAB,

REF. PLAN #4 DWLS @ 18" O.C.,

ALT. LEG

GRADE BEAM,

REF. PLAN AND

SCHED.

2'-0"

'-0

REF. SCHED.

T.O.C. EL,

REF. PLAN

(1) #4 CONT.

CONC. SLAB,

REF. PLAN #4 DWLS @ 18" O.C.

GRADE BEAM,

REF. PLAN AND

SCHED.

EQ EQ

CONC. SLAB,

REF. PLAN

FUTURE VAULT

WALL

2'-0"

'-0

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

FOUNDATION DETAILS

COLUMBIA, MO

CGH JTR4/3/18

S-502

3/4" = 1'-0"S-502

3 FOUNDATION SECTION

3/4" = 1'-0"S-502

1a FOUNDATION SECTION

3/4" = 1'-0"S-502

5 FOUNDATION SECTION

3/4" = 1'-0"S-502

2 FOUNDATION SECTION

3/4" = 1'-0"S-502

4 FOUNDATION SECTION

3/4" = 1'-0"S-502

6 FOUNDATION SECTION

3/4" = 1'-0"S-502

7 FOUNDATION SECTION

3/4" = 1'-0"S-502

8 FOUNDATION SECTION

3/4" = 1'-0"S-502

1b FOUNDATION SECTION - BID DEDUCT #2

"O .C

N

S

P A

C E

S

A325 CONN. BOLTS, TYP.,

REF. CONN. SCHED. ON

7/S5.1 FOR SIZE &

QUANTITY

STIFFENER PLATE, EACH

SIDE OF BEAM WEB PER

DETAIL 9/S5.1

STEEL BEAM, REF. PLAN,

STRIP FLANGE AS REQ'D.

NOTE:

STEEL BEAMS MAY HAVE

SHEAR CONNECTORS, REF.

PLAN FOR LOCATIONS

"O .C

N

S

P A

C E

S

CONTRACTOR'S OPTION TO

USE 1/4" FILLET WELDS ON 3

SIDES, EACH SIDE OF BEAM

WEB IN LIEU OF BOLTS AT

INTERSECTING BEAM ONLY

STEEL BEAM,

REF. PLAN

A325 CONN. BOLTS, TYP.,

REF. CONN. SCHEDULE

FOR SIZE & QUANTITY

(2) L4X3 1/2X5/16 (MIN) WHEN

CONN. IS 90 OR (2) 5/16" BENT

PLATES (MIN) WHEN CONN IS

NOT 90

STEEL BEAM, REF.

PLAN, STRIP FLANGE

AS REQ'D. BEAM

DEPTH

NUMBER OF

BOLT LINES

BOLT DIAMETER

U.N.O.

W8

W10

W12

W14

W16

W18

W21

W24

2 3/4" DIA.

3 3/4" DIA.

4 3/4" DIA.

3/4" DIA.

3/4" DIA.

BEAM CONNECTION SCHEDULE

NOTE:

AT CONTRACTORS OPTION, BOLTED

CONNECTIONS TO BEAM WEBS MAY

BE USED FOR CONSTRUCTABILITY.

W27 7 3/4" DIA.

W30 8 3/4" DIA.

W33 9 3/4" DIA.

21k / 31k

31k / 47k

42k / 63k

53k / 79k

63k / 95k

74k / 111k

CAPACITY

ASD / LRFD

STEEL BEAM,

REF. PLAN

3/8" ± TYP.

STIFFENER PLATE EACH SIDE

OF WEB, PLATE, WIDTH SHALL

BE 1/2 FLANGE WIDTH MINUS

1/2 WEB THICKNESS TO THE

NEAREST 1/4" LESS, STIFFENER

PLATE SHALL BE 3/8" THICK,

UNLESS NOTED OTHERWISE

NOTE:

STIFFENER MAY BE REQUIRED

TO EXTEND PAST THE FLANGE

EDGE FOR CONNECTIONS PER

DETAIL 8/S5.1

TOP & BOTTOM

FLANGE, TYP.

TYP.

3/4"

1/4 1/4

1/2" MIN.

STEEL COLUMN, REF.

PLAN & SCHEDULE

STEEL BEAM, REF. PLAN

TYP

5/16

THRU-PLATE CONNECTIONS PER

BEAM TO COLUMN CONN. DETAIL,

CUT OR SLOT COLUMN TO ALLOW

INSERTION OF THRU-PLATES AND

ALLOW COMPLETE WELDING OF

PLATES TO EACH OTHER & THE

COLUMN, RE-WELD COLUMN

TOGETHER W/ FULL PENETRATION

WELDS @ COLUMN SPLICES. TYP.

36/4 PATTERN

DECK SUPPORT &

EDGE MEMBERS

PROPERLY SPACED BUTTONS

PUNCHED SIDLAPS

-OR-

(2) WELDED SIDELAP

FASTNERS

36" COVERAGE

PUDDLE WELD W/

36/4 PATTERN @

EACH SUPPORT5/8"Ø

CONCRETE SLAB ON

COMPOSITE METAL DECK,

REF. PLAN

SUPPORT MESH ON SB'S @ 48"O.C. 3/4" DIA. X 0'-4 1/2" HEADED ANCHOR

STUD SHEAR CONNECTORS (SC) @

12"O.C., U.N.O. ON PLAN, REF. PLAN

FOR LOCATIONS

COMPOSITE METAL

DECK, REF. PLAN

STEEL BEAM W/ SHEAR

CONNECTORS, REF.

PLAN

- METAL DECK SHALL BE CONTINUOUS OVER THREE OR MORE SPANS.

- COMPOSITE DECK IS DESIGNED AS UNSHORED

- CONDUIT SHALL NOT BE EMBEDDED IN THE SLAB.

- DO NOT LOAD FLOOR SYSTEM UNTIL CONCRETE HAS REACHED 75% OF THE REQUIRED

DESIGN STRENGTH, REFERENCE GENERAL NOTES.

- SHEAR CONNECTORS (SC) IN COMPOSITE SLABS SHALL BE EQUALLY SPACED ALONG

THE LENGTH OF THE BEAM. THE NUMBER AND SPACING OF CONNECTORS SHALL BE

APPROXIMATELY SYMMETRICAL ABOUT THE BEAM CENTERLINE.

COMPOSITE SLAB DETAIL NOTES:

STEEL BEAM REF. PLAN

STEEL COLUMN, REF.

PLAN & SCHEDULE

1/8" TOP PLATE ON STEEL COLUMN

AT NON-BEARING LOCATIONS.

1/2" TOP PLATE X 0'-8" MIN. WIDTH AT

STEEL JOIST BEARING LOCATIONS

3/8" THRU-PLATE, TYP

3/4" BOLTS, TYPTYP

1/4

3" MAX

NOTE:

AT CONTRACTOR'S OPTION, BOLTED

CONNECTIONS TO BEAM WEBS MAY

BE USED FOR CONSTRUCTABILITY.

2"

2"

CONTINUOUS SPLICE OPTION #2CONTINUOUS SPLICE OPTION #1

TYPICAL CORNER SPLICE

CONT. EDGE ANGLE,

REF. SECTIONS & DETAILS

CONT. EDGE ANGLE, REF.

SECTIONS & DETAILS

BENT PL 2X2X3/8 X 0'-10"

TYPICAL SPLICE AT COLUMN

CONT. EDGE ANGLE, REF.

SECTIONS & DETAILS

PL. 1/2x2x1'-6"

1/4 4" MIN

1/4 2 MIN

1/4 2 MIN.

1/4 3

1/4 3

01/2" MAX

NOTE:

USE THIS DETAIL FOR ANY OPENING

LARGER THAN 10" IN ANY DIRECTION

OR EQUIPMENT WEIGHING IN EXCESS

OF 50 POUNDS.

C8X11.5

FRAMING @

OPENING

2 1/2"

1/4" PLATE

STEEL BEAM

REF. PLAN

SLAB THICKNESS

3/16

E70XX

3/16 6"

TYP.

3/16 2-12

L2X2X3/16X0'-6"

BEAM

DEPTH

NUMBER OF

BEAM BOLTS

ROWS OF ADHESIVE

ANCHORS

W8

W12

W14

W16

CONCRETE EMBED SCHEDULE

O

.C

N S

P A

C E

S

R E

F A

IS

C

3/4"Ø ADHESIVE ANCHORS

HILTI HY 200

(OR APPROVED EQUAL)

1 1/2"

EMBED

8" MIN.

1/2" PL.

1/2" PL. W/ 3/4"Ø A325 BOLTS

IN HORIZ. SLOTTED HOLES

O .C

S P

A C

E S

1 1/2" 2" 2" 1 1/2"

A

A

SECTION A-A

1/4

1/4

NO SCALES-503

4 WEB PLATE CONNECTION

NO SCALES-503

3 DOUBLE ANGLE CONNECTION

NO SCALES-503

5 WEB STIFFENER DETAIL

3" = 1'-0"S-503

6 COLUMN CONN. PLATES

3/4" = 1'-0"S-503

8 COMPOSITE DECK ATTACHMENT

3/4" = 1'-0"S-503

9 COMPOSITE SLAB DETAIL

3/4" = 1'-0"S-503

7 BEAM TO HSS COLUMN CONNECTION

3/4" = 1'-0"S-503

2 TYPICAL EDGE ANGLE SPLICE

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

TYPICAL FRAMING DETAILS

COLUMBIA, MO

CGH JTR4/3/18

S-503

3/4" = 1'-0"S-503

1 TYPICAL FLOOR OPENING DETAIL

NO SCALES-503

10 BEAM CONN. SCHEDULE

GRID

1' - 0"

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

BENT PL. 12X5 1/4X3/8 CONT.

W/ (1) #4 DBA X 2'-6" @ 12"

O.C.

1/4 2-126" METAL STUDS,

REF. GEN. NOTES

DEFLECTION

TRACK

6" METAL STUDS,

REF. PLAN

GRID

1' - 0"

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

BENT PL. 12X5 1/4X3/8 CONT.

W/ (1) #4 DBA X 2'-6" @ 12"

O.C.

1/4 2-126" METAL STUDS,

REF. GEN. NOTES

DEFLECTION

TRACK

6" METAL STUDS,

REF. PLAN

F.V.

6"

F.V.

1' - 0"

ACA 9

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

EXIST. BRICK VENEER

STEEL BEAM, REF. PLAN

POCKET EXIST. VENEER AS

REQ'D FOR BEAM CONN.

EXIST. L.G. FRAMING

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

EXIST. L.G. FRAMING

EXIST. 5X5 SHELF ANGLE

REF. BEAM CONN.

SCHED. 10/S-503

3/16

TYP.

ACA 9

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

STEEL BEAM, REF. PLAN

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

NEW L.G. FRAMING,

REF. ARCH.

1' - 0"6"

INFILL W/ L.W.

CONC. AS REQ'D

NEW L.G. FRAMING,

REF. ARCH.

3/16

TYP.

REF. BEAM CONN.

SCHED. 10/S-503

ACA 9

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

NEW L.G. FRAMING

BENT PL. 14X5X3/8 (LLH) W/ 1/2'Ø

ADHESIVE ANCHORS @ 12" O.C.

(4" EMBED)

1' - 0"6"

INFILL W/ L.W.

CONC. AS REQ'D

NEW L.G. FRAMING

1/4 2-12

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

COMPOSITE SLAB,

REF. PLAN

L5X5X3/8 CONT. W/ 1/2"Ø

ADHESIVE ANCHORS @

12" O.C. (4" EMBED)

ACA

E.1

F.V.

6"

STEEL BEAM,

REF. PLAN

L5X5X3/8 CONT. W/

1/2"Ø ADHESIVE

ANCHORS @ 12"

O.C. (4" EMBED)

EXIST. L.G. FRAMING

COMPOSITE SLAB,

REF. PLAN

EXIST. STAIR

OPENING

EXIST. CONC.

BEAM

EXIST. L.G. FRAMING

STEEL BEAM,

REF. PLAN

EXIST. L.G. FRAMING

COMPOSITE SLAB,

REF. PLAN

EXIST. STAIR

OPENING

EXIST. CONC.

BEAM

EXIST. L.G. FRAMING

BENT PL. 5 1/4X5X3/8 CONT.

W/ 1/2"Ø ADHESIVE ANCHORS

@ 24" O.C.

3/16

TYP.

REF. BEAM CONN.

SCHED. 10/S-503

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

COMPOSITE SLAB,

REF. PLAN

L5X5X3/8 CONT. W/ 1/2"Ø

ADHESIVE ANCHORS @

12" O.C. (4" EMBED MIN.)

ACA

D

2' - 2"

6" 6" 6"

12.1

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

1/4 2-12 C6X10.5 @ 6'-0" O.C.

MAX.

VENEER, REF.

ARCH.

L5X5X3/8 CONT.

HSS6X4X1/4 CONT.

1/4

TYP.

2-12

1/4

TYP.

B.O.S. EL.

REF. ARCH.

GRID

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

BENT PL. 9X5 1/4X3/8 CONT.

W/ (1) #4 DBA X 2'-6" @ 12"

O.C.

1/4 2-12

L.G. SILL BY METAL

STUD DESIGNER

9"

6" METAL STUDS

WIDOW ASSEMBLY,

REF. ARCH.

VENEER, REF.

ARCH.

L5X5X5/16 CONT. W/ 5/8"Ø

EXPANSION ANCHORS @

4'-0" O.C. MAX. (HILTI KWIK

BOLT TR OR APPROVED

EQUAL)

5X5X5/16 CONT.

ALONG WALL

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

8" CMU REINF. W/ #5

@ 8" O.C.

3/16 2-12

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

FUTURE VAULT WALL

GRID

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLANBENT PL., REF. 11/S-504

1/4 2-12

WINDOW ASSEMBLY,

REF. ARCH.

9"

HSS6X6X1/4, REF.

14/S-504 FOR

JAMB CONN.

STONE VENEER,

REF. ARCH.

L5X5X3/8 W/ 1/4"

STIFFENER PL.

@ 48" O.C.

1/4 2-12

3/16

GRID

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

BENT PL. 12X5 1/4X3/8 CONT.

W/ (1) #4 DBA X 2'-6" @ 12"

O.C.

1/4 2-12

1' - 0"

3/8" PL. W/ (2) 3/4"Ø BOLTS

IN VERT. LONG SLOTTED

HOLES

C6X13 JAMB, REF.

8/S-501 FOR BASE

CONN.

HSS HEADER

REF. 13/S-504

L.G. JAMB, BY METAL

STUD DESIGNER

1/4

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

OFFEROR:

EXPAND PHARMACY AND LOBBY 589-334

FRAMING DETAILS

COLUMBIA, MO

CGH JTR4/3/18

S-504

3/4" = 1'-0"S-504

1 FRAMING SECTION

3/4" = 1'-0"S-504

2 FRAMING SECTION

3/4" = 1'-0"S-504

3 FRAMING SECTION

3/4" = 1'-0"S-504

4 FRAMING SECTION

3/4" = 1'-0"S-504

5 FRAMING SECTION

3/4" = 1'-0"S-504

6 FRAMING SECTION

3/4" = 1'-0"S-504

7 FRAMING SECTION

3/4" = 1'-0"S-504

8 FRAMING SECTION

3/4" = 1'-0"S-504

9 FRAMING SECTION

3/4" = 1'-0"S-504

10 FRAMING SECTION

3/4" = 1'-0"S-504

11 FRAMING SECTION

3/4" = 1'-0"S-504

12a FRAMING SECTION 3/4" = 1'-0"S-504

12b FRAMING SECTION - BID DEDUCT #2 3/4" = 1'-0"S-504

13 FRAMING SECTION

3/4" = 1'-0"S-504

14 FRAMING SECTION

GRID

1' - 0"

EXT. FINISH,

REF. ARCH.

6" METAL STUDS,

REF. GEN. NOTES

COMPOSITE SLAB ON

METAL DECK, REF. PLAN

COMPOSITE BEAM,

REF. PLAN

L5X5X3/8 CONT. W/

1/4" STIFFENER @

48" O.C.

3/8" BENT PL. W/ (1) #4

DBA X 2'-6" @ 12" O.C.,

REF. DETAIL ABOVE

STONE CAP,

REF. ARCH.

6 1/4" 1" 4 3/4"

/8

/8

1/4 3-12

TYP.

NOTE:

DECK SPAN PERPENDICULAR

AT SIM.

3/16

TYP.

GRID

6"

L5X5X3/8 CONT. W/

1/4" STIFFENER @

48' O.C.

BENT PL., REF. 1/S-505

EXT. FINISH,

REF. ARCH.

6" METAL STUDS,

REF. GEN. NOTES

COMPOSITE SLAB,

REF. PLAN

COMPOSITE BEAM,

REF. PLAN

STONE CAP,

REF. ARCH.

DEFLECTION

TRACK

6" METAL STUDS,

REF. GEN. NOTES

ACA

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

STEEL BEAM, REF. PLAN

EXIST. VENEER LEDGE

EL. 126'-2" (FIELD VERIFY)

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

F.V.

6 3/8"

F.V.

7 5/8"

F.V.

4"

EXIST. 8" CMU

PARAPET

3/16

TYP.

EXIST. CUT STONE VENEER

(NOTE: G.C. TO VERIFY VENEER

LEDGE DOES NOT CONFLICT WITH

BEAM ELEVATION)

PRECAST EXT. AT

FUTURE ADDITION

6"

T.O.C. EL.

REF. PLAN

REF. BEAM CONN.

SCHED. 10/S-503

ACA

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

HSS 2X2X1/4

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

BENT PL. 14X5X3/8 (LLH) W/

1/2"Ø ADHESIVE ANCHORS

@ 12" O.C. (4" EMBED)

F.V.

6 3/8"

F.V.

7 5/8"

F.V.

4"

EXIST. 8" CMU

PARAPET

EXIST. CUT STONE VENEER

PRECAST EXT. AT

FUTURE ADDITION

6"

T.O.C. EL.

REF. PLAN

1/4 2-12

2-12

ACA

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

EXIST. BRICK VENEER

F.V.

6 3/8"

F.V.

7 5/8"

F.V.

4"

EXIST. 8" CMU

PARAPET

3/16

TYP.

REMOVE CUT STONE AND SHELF

ANGLE AS REQ'D FOR BEAM

INSTALLATION

PRECAST EXT. AT

FUTURE ADDITION

6"

T.O.C. EL.

REF. PLAN

STEEL BEAM, REF. PLAN

EXIST. L.G. FRAMING

REF. BEAM CONN.

SCHED. 10/S-503

ACA

E.1

COMPOSITE BEAM,

REF. PLAN

L5X5X3/8 CONT. W/

1/2"Ø ADHESIVE

ANCHORS @ 12"

O.C. (4" EMBED)

EXIST. L.G. FRAMING

COMPOSITE SLAB,

REF. PLAN

STAIR OPENING

AT 3RD FLOOR

ADDITION

EXIST. CONC.

BEAM

EXIST. 8" CMU

PARAPET

PRECAST EXT. AT

FUTURE ADDITION

T.O.C. EL.

REF. PLAN

F.V.

6"

INFILL FRAMING, REF.

ARCH.

ACA

E.1

COMPOSITE BEAM,

REF. PLAN

EXIST. L.G. FRAMING

COMPOSITE SLAB,

REF. PLAN

STAIR OPENING

AT 3RD FLOOR

ADDITION

EXIST. CONC.

BEAM

EXIST. 8" CMU

PARAPET

PRECAST EXT. AT

FUTURE ADDITION

T.O.C. EL.

REF. PLAN

6"

BENT PL. 5 1/4X5X3/8 CONT.

W/ 1/2"Ø ADHESIVE ANCHORS

@ 24" O.C.

INFILL FRAMING, REF.

ARCH.

REF. BEAM CONN.

SCHED. 10/S-503

EXIST. CONC. BEAM

EXIST. CONC.

SLAB

COMPOSITE SLAB,

REF. PLAN

L5X5X3/8 CONT. W/ 1/2"Ø

ADHESIVE ANCHORS @

12" O.C. (4" EMBED)

ACA

D

2' - 2"

EXIST. 8" CMU

PARAPET

EXIST. SONE CAP

INFILL FRAMING, REF.

ARCH.

T.O.C. EL.

REF. PLAN

1' - 6"

12.1

STEEL BEAM,

REF. PLAN

COMPOSITE SLAB,

REF. PLAN

BENT PL. 5 1/4X5X3/8 CONT.

W/ (1) #4 DBA X 2'-0" @ 12"

O.C.

1/4 2-12

C6X10.5 @ 6'-0" O.C.

MAX.

VENEER, REF.

ARCH.

1/4

TYP.

STONE CAP, REF.

ARCH.

3/8" CONN.