170424_B230_Addendum_1.pdf

ADDENDUM NO. 1

TO THE BIDDING DOCUMENTS FOR

TULSA AIR NATIONAL GUARD

REPAIR BUILDING 230 BERM SYSTEM

PROJECT No. XHZG142601

AIP PROJECT No. 1617C

April 24, 2017

CONTRACTOR SHALL INCORPORATE ALL CHANGES, REVISIONS, CORRECTIONS

AND MODIFICATIONS INCLUDED IN THIS ADDENDUM INTO THE BID FOR THIS

PROJECT. CONTRACTOR SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM

ON BID FORM.

DRAWING ITEMS:

ITEM NO. 1:

Deletion: Refer to the Sheet Index on Drawing Sheet G-001 Cover Sheet.

Delete, “G-003 ATFP Site Plan.”

ITEM NO. 2:

Deletion: Refer to Drawing Sheet G-003 ATFP Site Plan.

Delete G-003 ATFP Site Plan from the Construction Documents.

ITEM NO. 3:

Revision: Refer to Drawing Sheet AD-001 Demolition Site Plan.

Revise AD-001 Demolition Site Plan per AD-001 Demolition Site Plan attached.

ITEM NO. 4:

Revision: Refer to Drawing Sheet AD-101 Demolition Floor Plan.

Revise AD-101 Demolition Floor Plan per AD-101 Demolition Floor Plan attached.

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04/24/2017

ITEM NO. 5:

Revision: Refer to Drawing Sheet AD-201 Demolition Exterior Elevations.

Revise AD-201 Demolition Exterior Elevations per AD-201 Demolition

Exterior Elevations attached.

ITEM NO. 6:

Revision: Refer to Drawing Sheet AN-001 New Site Plan.

Revise AN-001 New Site Plan per AN-001 New Site Plan attached.

ITEM NO. 7:

Revision: Refer to Drawing Sheet AN-101 New Floor Plan.

Revise AN-101 New Floor Plan per AN-101 New Floor Plan attached.

ITEM NO. 8:

Revision: Refer to Drawing Sheet AN-201 New Exterior Elevations.

Revise AN-201 New Exterior Elevations per AN-201 New Exterior Elevations attached.

ITEM NO. 9:

Revision: Refer to Drawing Sheet AN-301 New Section Details.

Revise AN-301 New Section Details per AN-301 New Section Details attached.

ITEM NO. 10:

Revision: Refer to Drawing Sheet CN-101 New Site Plan.

Revise CN-101 New Site Plan per CN-101 New Site Plan attached.

ITEM NO. 11:

Revision: Refer to Drawing Sheet CN-102 New Grading and Erosion Control Plan.

Revise CN-102 New Grading and Erosion Control Plan per CN-102 New

Grading and Erosion Control Plan attached.

SPECIFICATION ITEMS:

ITEM NO. 1:

Revision: Refer to Section 01 22 00.00 10 Unit Prices Part 1 General Paragraph 1.2

Unit Price Payment Items.

Insert Item:

1.2.3 Soil Removal

1.2.3.1 Payment

Payment will be made for costs associated with removal and disposal of soil.

1.2.3.2 Measurement

Total Cubic Yardage.

1.2.3.3 Unit of Measurement.

Unit of measure: Per cubic yard.

------------------------------------------END OF ADDENDUM---------------------------------------------

REMOVE EXISTING BERM.

REMOVE EXISTING IRRIGATION SYSTEM AND

CONTROLS BACK TO SOURCE AND CAP

REMOVE EXISTING BERM.

REMOVE EXISTING

IRRIGATION SYSTEM AND

CONTROLS BACK TO

SOURCE AND CAP

REMOVE EXISTING

BERM.

REMOVE EXISTING

IRRIGATION

SYSTEM AND

CONTROLS BACK

TO SOURCE AND

CAP

32'-6"48'-11"

8'-8"

57'-7" (VERIFY ON SITE)

8'-8" 51'-2"

59'-10"

BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

AD-201

AD-201

AD-201

AD-201

REMOVE EXISTING BERM.

REMOVE EXISTING IRRIGATION

SYSTEM AND CONTROLS BACK

TO SOURCE AND CAP

AD-001

DEMOLITION

SITE PLAN

NORTH

DEMOLITION SITE PLAN

SCALE: 1" = 10'-0"

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SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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ADD. # 1

NO WORK IN

SHADED AREA

REMOVE EXISTING GEOTEXTILE

FABRIC, COMPOSITE DRAINAGE

BD., WATERPROOFING MEMBRANE

AND ALUM. TERMINATION BAR

PREP WALL FOR NEW FLUID APPLIED

WATERPROOFING

AD-301

TYP

REMOVE EXISTING

GEOTEXTILE FABRIC,

COMPOSITE DRAINAGE

BD., WATERPROOFING

MEMBRANE AND ALUM.

TERMINATION BAR

PREP WALL FOR NEW

FLUID APPLIED

WATERPROOFING

REMOVE EXISTING GEOTEXTILE

FABRIC, COMPOSITE DRAINAGE

BD., WATERPROOFING MEMBRANE

AND ALUM. TERMINATION BAR

PREP WALL FOR NEW FLUID APPLIED

WATERPROOFING

REMOVE EXISTING GEOTEXTILE

FABRIC, COMPOSITE DRAINAGE

BD., WATERPROOFING MEMBRANE

AND ALUM. TERMINATION BAR

PREP WALL FOR NEW FLUID APPLIED

WATERPROOFING

32'-6"48'-10 1/2"

51'-1 1/2"

AD-301

TYP

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

GF

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AD-201

AD-201

AD-201

AD-201

BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

AD-101

DEMOLITION

FLOOR PLAN

NORTH

DEMO FLOOR PLAN

SCALE: 1/8"=1'-0"

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SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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REMOVE EXISTING DAMAGED GYP. BD.

AND TRIM AT EXISTING FURR OUT.

B

SAND DOWN EXISTING TAPE AND BED JOINT BELOW METAL WALL CHASE

(APPROXIMATELY 12'-0" LONG). SMOOTH TRANSITION AND PREP AREA FOR NEW TAPE,

BED AND PAINT.

C REMOVE WALL MOUNTED TELEVISIONS AND STORE FOR REINSTALLATION. REMOVE EXISTING RUBBER

BASE, GYP. BD. AND WALL INSULATION (BELOW METAL WALL CHASE).

D

SAND DOWN EXISTING TAPE AND BED JOINT BELOW WINDOW SILL (APPROXIMATELY 2 '-0"

HIGH). SMOOTH TRANSITION AND PREP AREA FOR NEW TAPE, BED AND PAINT.

E

REMOVE EXISTING LAMINATE WINDOW SILL (APPROXIMATELY 4'-0" WIDE), WATER

DAMAGED GYP. BD. AROUND OPENING AND ANY WATER DAMAGED WALL INSULATION.

F

SAND DOWN EXISTING TAPE AND BED JOINT

BELOW WINDOW SILL (APPROXIMATELY 2 '-0"

HIGH). SMOOTH TRANSITION AND PREP AREA

FOR NEW TAPE, BED AND PAINT.

G

SAND DOWN EXISTING TAPE AND BED JOINT

BELOW WINDOW SILL (APPROXIMATELY 2 '-0"

HIGH). SMOOTH TRANSITION AND PREP AREA

FOR NEW TAPE, BED AND PAINT.

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04/24/17

ADD. # 1

AD-301

TYP

REMOVE EXISTING

SOIL BERM

REFER CIVIL

AD-301

TYP

REMOVE EXISTING

ALUM TERMINATION BAR

REMOVE EXISTING

ALUM DOWNSPOUT TYP

REMOVE EXISTING

CONCRETE WALL

EXISTING DOWNSPOUT TYP.

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL ROOF TYP.

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL WALL PANELS TYP.

AD-301

TYP

AD-301

TYP

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

ALUM TERMINATION BAR

REMOVE EXISTING

ALUM DOWNSPOUT TYP

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL ROOF TYP.

EXISTING METAL WALL PANEL TYP.

AD-301

TYP

AD-301

TYP

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

ALUM TERMINATION BAR

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

EXISTING MASONRY WALL

TYP. (CLEAN)

EXISTING METAL

WALL PANEL TYP.

EXISTING ALUMINUM

FRAMED GLAZING TYP.

AD-201

DEMOLITION

EXTERIOR

ELEVATIONS

SCALE: 1/8"=1'-0"

DEMO SOUTH ELEVATION

SCALE: 1/8"=1'-0"

DEMO EAST ELEVATION

SCALE: 1/8"=1'-0"

DEMO NORTH ELEVATION

SCALE: 1/8"=1'-0"

DEMO WEST ELEVATION

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SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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ADD. # 1

NEW CONCRETE MOW

STRIP - REF: CIVIL

NEW CONCRETE

MOW STRIP -

REF: CIVIL

32'-6"48'-11"

8'-8"

57'-7"

8'-8" 51'-2"

59'-10"

NEW SOD TYP.

WHERE HATCHED

NEW SOD TYP.

WHERE HATCHED

AN-201

AN-201

AN-201

AN-201

BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

AN-001

NEW SITE PLAN

NORTH

NEW SITE PLAN

SCALE: 1" = 10'-0"

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1617C

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

CSM

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SITE PLAN LEGEND:

NEW SOD

NEW CONCRETE MOW

STRIP - REF: CIVIL

SCALE: NO SCALE

NOT USED

04/24/17

ADD. # 1

1 1

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

AN-301

TYP

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

34'-6"50'-3 1/2"

52'-1 1/2"

AN-301

TYP

AN-301

TYP

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AN-201

AN-201

AN-201

AN-201

BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

AN-101

NEW

FLOOR PLAN

NORTH

NEW FLOOR PLAN

SCALE: 1/8"=1'-0"

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SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

CSM

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A

INSTALL NEW GYP. BD. TAPE, BED AND TEXTURE

TO MATCH EXISTING. PAINT TO MATCH EXISTING.

B

NEW TAPE AND BED OVER TRANSITION JOINT UNDER EXISTING METAL ELECTRICAL CHASE. TEXTURE

AND SMOOTH TRANSITION TO MATCH EXISTING. PAINT TO MATCH EXISTING.

C INSTALL NEW BATT INSULATION TO MATCH EXISTING R-VALUE. INSTALL NEW GYP. BD. UNDER EXISTING

METAL ELECTRICAL CHASE TO REPAIR EXISTING WALL. TAPE, BED AND TEXTURE TO MATCH EXISTING

WALLS. PAINT TO MATCH EXISTING. INSTALL NEW RUBBER BASE TO MATCH EXISTING. REINSTALL WALL

MOUNTED TELEVISIONS.

D

NEW TAPE AND BED OVER GYP. BD. JOINT. TEXTURE AND SMOOTH TRANSITION TO MATCH EXISTING.

PAINT TO MATCH EXISTING.

E

INSTALL NEW LAMINATE WINDOW SILL (APPROXIMATELY 4'-0" WIDE) TO MATCH EXISTING. INSTALL NEW

BATT INSULATION TO MATCH EXISTING R-VALUE. INSTALL NEW GYP. BD. WHERE NECESSARY TO REPAIR

EXISTING WALL. TAPE, BED AND TEXTURE TO MATCH EXISTING WALLS. PAINT TO MATCH EXISTING.

F

NEW TAPE AND BED OVER GYP. BD. JOINT.

TEXTURE AND SMOOTH TRANSITION TO MATCH

EXISTING. PAINT TO MATCH EXISTING.

G

NEW TAPE AND BED OVER GYP. BD. JOINT.

TEXTURE AND SMOOTH TRANSITION TO MATCH

EXISTING. PAINT TO MATCH EXISTING.

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SECTION 09 90 00 - PAINTING AND COATING

PART 1 GENERAL

1.01 SUBMITTALS

A. SEE SECTION 01 33 00 - SUBMITTAL PROCEDURES.

B. PRODUCT DATA: PROVIDE COMPLETE LIST OF ALL PRODUCTS TO BE USED, WITH THE FOLLOWING

INFORMATION FOR EACH:

1. MANUFACTURER'S NAME, PRODUCT NAME AND/OR CATALOG NUMBER, AND GENERAL PRODUCT

CATEGORY (E.G. "ALKYD ENAMEL").

2. MPI PRODUCT NUMBER (E.G. MPI #47).

3. MANUFACTURER'S INSTALLATION INSTRUCTIONS.

C. SAMPLES: SUBMIT THREE PAPER "DRAW DOWN" SAMPLES, 8-1/2 BY 11 INCHES IN SIZE, ILLUSTRATING

COLORS SPECIFIED AND RANGE OF SHEENS RECOMMENDED TO MATCH EXISTING.

D. PRODUCT DATA: PROVIDE DATA ON ALL FINISHING PRODUCTS, INCLUDING VOC CONTENT.

E. CERTIFICATION: BY MANUFACTURER THAT ALL PAINTS AND COATINGS COMPLY WITH VOC LIMITS

SPECIFIED.

F. MANUFACTURER'S INSTRUCTIONS: INDICATE SPECIAL SURFACE PREPARATION PROCEDURES.

G. MAINTENANCE DATA: SUBMIT DATA INCLUDING FINISH SCHEDULE SHOWING WHERE EACH

PRODUCT/COLOR/FINISH WAS USED, PRODUCT TECHNICAL DATA SHEETS, MATERIAL SAFETY DATA SHEETS (MSDS), CARE AND CLEANING INSTRUCTIONS, TOUCH-UP PROCEDURES, REPAIR OF PAINTED AND COATED

SURFACES, AND COLOR SAMPLES OF EACH COLOR AND FINISH USED.

PART 2 PRODUCTS

2.01 BASIS OF DESIGN MANUFACTURER: SHERWIN WILLIAMS.

A. COLOR: #240 BEIGE.

B. SHEEN: MATCH EXISTING.

SECTION 09 65 00 - RESILIENT FLOORING

1.01 SUBMITTALS

A. SEE SECTION 01 33 00 - SUBMITTAL PROCEDURES.

B. PRODUCT DATA: PROVIDE DATA ON SPECIFIED PRODUCTS, DESCRIBING PHYSICAL AND PERFORMANCE CHARACTERISTICS; INCLUDING SIZES, PATTERNS AND COLORS AVAILABLE; AND INSTALLATION

INSTRUCTIONS.

C. VERIFICATION SAMPLES: SUBMIT TWO SAMPLES, 4 BY 6 INCH IN SIZE ILLUSTRATING COLOR FOR PRODUCT

SPECIFIED.

D. MAINTENANCE DATA: INCLUDE MAINTENANCE PROCEDURES.

PART 2 PRODUCTS

2.01 RESILIENT BASE

A. RESILIENT BASE: ASTM F1861, TYPE TS RUBBER, VULCANIZED THERMOSET; TOP SET STYLE B, COVE.

1. HEIGHT: 4 INCH.

2. THICKNESS: 0.125 INCH THICK.

3. FINISH: MATTE.

4. LENGTH: ROLL.

5. BASIS OF DESIGN MANUFACTURER: ROPPE CORP: WWW.ROPPE.COM.

6. COLOR: #174 BROWN.

2.02 ACCESSORIES

A. PRIMERS, ADHESIVES, AND SEAMING MATERIALS: WATERPROOF; TYPES RECOMMENDED BY FLOORING

MANUFACTURER.

SECTION 12 36 00 - COUNTERTOPS

1.01 SUBMITTALS

A. SEE SECTION 01 33 00 - SUBMITTAL PROCEDURES.

B. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING:

1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.

2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS.

3. SPECIMEN WARRANTY.

C. SHOP DRAWINGS: COMPLETE DETAILS OF MATERIALS AND INSTALLATION; SHOW EXISTING

CONSTRUCTION TO BE USED.

D. VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, MINIMUM SIZE 6 INCHES SQUARE, REPRESENTING ACTUAL PRODUCT, COLOR, AND PATTERN.

E. INSTALLATION INSTRUCTIONS: MANUFACTURER'S INSTALLATION INSTRUCTIONS AND

RECOMMENDATIONS.

F. MAINTENANCE DATA: MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR MAINTENANCE

AND REPAIR OF COUNTERTOP SURFACES.

PART 2 PRODUCTS

2.01 COUNTERTOP & WINDOW SILL ASSEMBLIES

A. QUALITY STANDARD: CUSTOM GRADE, IN ACCORDANCE WITH AWI/AWMAC/WI (AWS).

B. PLASTIC LAMINATE COUNTERTOPS: HIGH PRESSURE DECORATIVE LAMINATE SHEET BONDED TO

SUBSTRATE.

1. LAMINATE SHEET, UNLESS OTHERWISE INDICATED: NEMA LD 3, GRADE HGS, 0.048 INCH NOMINAL

THICKNESS.

A. WEAR RESISTANCE: IN ADDITION TO SPECIFIED GRADE, COMPLY WITH NEMA LD 3 HIGH

WEAR GRADE REQUIREMENTS FOR WEAR RESISTANCE.

B. BASIS OF DESIGN MANUFACTURER: WILSONART.

C. FINISH: STANDARD HIGH DEFINITION LAMINATE.

D. SURFACE COLOR AND PATTERN: TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE.

2. EXPOSED EDGE TREATMENT:

A. COUNTERTOP: BULLNOSE, SUBSTRATE BUILT UP TO MINIMUM 1-1/2 INCH THICK; COVERED WITH

MATCHING LAMINATE.

B. WINDOW SILLS: SQUARE WITH APRON, SUBSTRATE BUILT UP TO MINIMUM 1-1/2 INCH THICK;

COVERED WITH MATCHING LAMINATE.

3. BACK AND END SPLASHES: SAME MATERIAL, SAME CONSTRUCTION.

4. FABRICATE IN ACCORDANCE WITH AWI/AWMAC/WI (AWS), SECTION 11 - COUNTERTOPS, CUSTOM GRADE.

2.02 ACCESSORY MATERIALS

A. PLYWOOD FOR SUPPORTING SUBSTRATE: PS 1 EXTERIOR GRADE, A-C VENEER GRADE, MINIMUM 5-PLY;

MINIMUM 3/4 INCH THICK; JOIN LENGTHS USING METAL SPLINES.

B. ADHESIVES: CHEMICAL RESISTANT WATERPROOF ADHESIVE AS RECOMMENDED BY MANUFACTURER OF

MATERIALS BEING JOINED.

C. JOINT SEALANT: MILDEW-RESISTANT SILICONE SEALANT, CLEAR.

04/24/17

ADD. # 1

AN-301

TYP

AN-301

TYP

NEW THIN BRICK ON

THICK MORTAR SETTING

BED OVER METAL LATHE

ON 2" RIGID INSULATION

OVER FLUID APPLIED

VAPOR BARRIER TYP.

NEW PREFINISHED METAL

DOWNSPOUT TO MATCH

EXISTING.

DSDSDS EXIST

DS

EXIST

DS

EXIST

DS

EXIST

DS

EXIST

DS

EXISTING DOWNSPOUT TYP.

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL ROOF TYP.

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL WALL PANELS TYP.

AN-301

TYP

AN-301

TYP

NEW THIN BRICK ON

THICK MORTAR SETTING

BED OVER METAL LATHE

ON 2" RIGID INSULATION

OVER FLUID APPLIED

VAPOR BARRIER TYP.

NEW PREFINISHED METAL

DOWNSPOUT TO MATCH

EXISTING. TYPICAL

DS DS DS DS DS

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL ROOF TYP.

EXISTING METAL WALL PANEL TYP.

AN-301

TYP

AN-301

TYP

NEW THIN BRICK ON

THICK MORTAR SETTING

BED OVER METAL LATHE

ON 2" RIGID INSULATION

OVER FLUID APPLIED

VAPOR BARRIER TYP.

EXISTING MASONRY WALL TYP. (CLEAN)

EXISTING METAL

WALL PANEL TYP.

EXISTING ALUMINUM

FRAMED GLAZING TYP.

AN-201

NEW EXTERIOR

ELEVATIONS

SCALE: 1/8"=1'-0"

NEW SOUTH ELEVATION

SCALE: 1/8"=1'-0"

NEW EAST ELEVATION

SCALE: 1/8"=1'-0"

NEW NORTH ELEVATION

SCALE: 1/8"=1'-0"

NEW WEST ELEVATION

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SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

CSM

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BKW

03/16/2017

04/24/17

ADD. # 1

NEW CONCRETE MOW

STRIP - REF: CIVIL

EXISTING PRECAST

WALL PANEL

NEW 2" RIGID

INSULATION BOARD

NEW 5/8" THICK ADHERED

MANUFACTURED

BRICK VENEER

NEW MANUFACTURED

CAST CONCRETE

WATERTABLE

AN-301

AN-301

AN-301

SIM

EXISTING 4" DIA.

FOUNDATION DRAIN

TO REMAIN

NEW METAL DOWNSPOUT.

CONNECT TO EXISTING

UNDERGROUND DRAINAGE

SYSTEM. PAINT TO MATCH

EXISTING.

NEW CONCRETE MOW

STRIP - REF: CIVIL

EXISTING PRECAST

WALL PANEL

NEW 2" RIGID

INSULATION BOARD

NEW 5/8" THICK ADHERED

MANUFACTURED

BRICK VENEER

NEW MANUFACTURED

CAST CONCRETE

WATERTABLE

AN-301

AN-301

AN-301

EXISTING 4" DIA.

FOUNDATION DRAIN

TO REMAIN

NEW METAL DOWNSPOUT.

CONNECT TO EXISTING

UNDERGROUND DRAINAGE

SYSTEM. PAINT TO MATCH

EXISTING.

NEW LIQUID APPIED

WATER BARRIER

NEW 2" RIGID

INSULATION BOARD

NEW METAL LATH

NEW LATH FASTENER

6 INCHES EACH WAY

NEW THICK MORTAR

BED SETTING

NEW 5/8" THICK ADHERED

MANUFACTURED

BRICK VENEER

EXISTING WALL

SHOWN SHADED

NEW LIQUID APPIED

WATER BARRIER

NEW 2" RIGID

INSULATION BOARD

NEW METAL LATH

NEW LATH FASTENER

6 INCHES EACH WAY

NEW THICK MORTAR

BED SETTING

NEW 5/8" THICK ADHERED

MANUFACTURED

BRICK VENEER

NEW CONCRETE MOW

STRIP - REF: CIVIL

WEEP SCREED

M

I N

ELASTOMERIC PAINT AT

EXPOSED CONC.

NEW FLASHING MEMBRANE

NEW LIQUID APPIED

WATER BARRIER

NEW 2" RIGID

INSULATION BOARD

NEW METAL LATH

NEW LATH FASTENER

6 INCHES EACH WAY

NEW THICK MORTAR

BED SETTING

NEW 5/8" THICK ADHERED

MANUFACTURED

BRICK VENEER

EXISTING WALL

SHOWN SHADED

PREFORMED CORNERS

NEW LIQUID APPIED

WATER BARRIER

NEW 2" RIGID

INSULATION BOARD

NEW METAL LATH

NEW LATH FASTENER

6 INCHES EACH WAY

NEW THICK MORTAR

BED SETTING

NEW 5/8" THICK ADHERED

MANUFACTURED

BRICK VENEER

EXISTING WALL

SHOWN SHADED

1/2" BEAD AND CAULK

CONTINUOUS AT NEW

BRICK VENEER

NEW MANUFACTURED

CAST CONCRETE WATERTABLE

5/8"

4" 1/4"

GALVANIZED METAL BRACKET,

HOLDING CAPACITY 5 LBS/LF

AN-301

NEW

SECTION

DETAILS

SCALE: 3/4"=1'-0"

NEW WALL SECTION

T U

L S

A

A

T

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SHEET TITLE:

PROJECT NO.:

DATE:

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PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

CSM

GL

R E

P A

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D I N

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M

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BKW

03/16/2017

SCALE: 3/4"=1'-0"

NEW WALL SECTION

NORTH

PLAN DETAIL

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

NEW WALL SECTION DETAIL

SCALE: 3"=1'-0"

NEW WALL SECTION DETAIL

SCALE: 3"=1'-0"

NEW WALL SECTION DETAIL

3 5/8"

3 5/8"

3 5/8"

3 5/8"

04/24/17

ADD. # 1

L S

A A

IR

N

A T

IO

N

A L

G U

A R

D X

H Z

G

T U

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A

A

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N A

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A , O

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LA

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03/17/2017

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SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

R E

P A

IR

B

U

IL

D

IN

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B

E R

M S

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04/21/171 ADDENDUM #1

WAN

RGB

TDS

NEW SITE

PLAN

CN-101

L S

A A

IR

N

A T

IO

N

A L

G U

A R

D X

H Z

G

T U

LS

A

A

IR

N A

T

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N A

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U A

R D

B A

LS

A , O

K

LA

H O

M A

03/17/2017

1617C

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

R E

P A

IR

B

U

IL

D

IN

G

B

E R

M S

Y S

T E

M

04/21/171 ADDENDUM #1

WAN

RGB

TDS

NEW GRADING AND

EROSION CONTROL

PLAN

CN-102