W912QR20B0001Plans-0002.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

CONTRACT NO.:

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LOUISVILLE DISTRICT

WRIGHT-PATTERSON AFB, OHIO

FIRE-CRASH RESCUE STATION F/34017

W912QR-17-D-0038

PROJECT NUMBER: ZHTV15-3201

P2# 460865

W912QR20B0001

CIVIL

V-101 EXISTING CONDITIONS

B-101 BORING LOGS

CD101 SITE DEMOLITION PLAN

C-101 CIVIL SITE PLAN

C-102 CIVIL LOCATION PLAN

CP101 DRIVEWAY JOINTING PLAN

CU101 UTILITY PLAN

CG101 GRADING & DRAINAGE PLAN

CG102 SEDIMENT AND EROSION CONTROL PLAN

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

ARCHITECTURE

A-001 ABBREVIATIONS AND SYMBOLS

AD101 DEMOLITION PLAN

A-100 OVERALL PLANS

A-101 FIRST FLOOR PLAN - BASE BID

A-101a FIRST FLOOR PLAN - BID OPTION

A-111 ROOF PLAN

A-111a ROOF PLAN - BID OPTION

A-121 REFLECTED CEILING PLAN

A-121a REFLECTED CEILING PLAN - BID OPTION

A-201 EXTERIOR ELEVATIONS

A-201a EXTERIOR ELEVATIONS - BID OPTION

A-202 EXTERIOR ELEVATIONS

A-202a EXTERIOR ELEVATIONS - BID OPTION

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-410 INTERIOR ELEVATIONS

A-411 INTERIOR ELEVATIONS

A-501 EXTERIOR WALL PLAN DETAILS

A-502 INTERIOR WALL PLAN DETAILS

A-510 SECTION DETAILS

A-520 ROOF DETAILS

A-530 CEILING DETAILS

A-540 CASEWORK DETAILS

A-550 DOOR DETAILS

A-551 WINDOW AND LOUVER DETAILS

A-552 DOOR DETAILS

A-601 PARTITION TYPES

A-603 DOOR SCHEDULE, WINDOW AND LOUVER TYPES

A-603a DOOR SCHEDULE - BID OPTION

DRAWING TITLESHEET NO.

PROJECT SITE

VICINITY MAP LOCATION MAP

GENERAL

G-001 COVER SHEET

G-002 TAXIWAY ACCESS

GC001 CONSTRUCTION ACCESS ROUTE

MECHANICAL

M-001 GENERAL INFORMATION - MECHANICAL

M-101 FLOOR PLAN - MECHANICAL

M-101A PARTIAL FIRST FLOOR PLANS

M-102 UPPER FLOOR PLAN - MECHANICAL

M-103 ROOF PLAN - MECHANICAL

M-401 ENLARGED PLANS - MECHANICAL

M-402 PARTIAL FIRST FLOOR PLAN - HVAC

M-403 PARTIAL FIRST FLOOR PLAN - HVAC PIPING

M-501 DETAILS - MECHANICAL

M-502 DETAILS - MECHANICAL

M-503 DETAILS - MECHANICAL

M-601 SCHEDULES - MECHANICAL

M-602 SCHEDULES - MECHANICAL

M-603 SCHEDULES - MECHANICAL

M-701 CONTROLS - MECHANICAL

M-702 CONTROLS - MECHANICAL

M-703 CONTROLS - MECHANICAL

M-704 CONTROLS - MECHANICAL

M-705 CONTROLS - MECHANICAL

M-706 CONTROLS - MECHANICAL

M-707 CONTROLS - MECHANICAL

M-708 CONTROLS - MECHANICAL

M-709 CONTROLS - MECHANICAL

M-710 CONTROLS - MECHANICAL

M-711 CONTROLS - MECHANICAL

M-712 CONTROLS - MECHANICAL

M-713 CONTROLS - MECHANICAL

M-714 CONTROLS - MECHANICAL

M-801 DIAGRAMS - MECHANICAL

M-802 DIAGRAMS - MECHANICAL

ELECTRICAL

E-001 GENERAL INFORMATION - ELECTRICAL

ESD101 SITE PLAN - ELECTRICAL - DEMOLITION

ES101 SITE PLAN - ELECTRICAL

EL101 CEILING PLAN - LIGHTING

EL101a PARTIAL CEILING PLANS - LIGHTING - BID OPTION

EP101 FLOOR PLAN - POWER AND SYSTEMS

EP101a PARTIAL FLOOR PLANS - POWER AND SYSTEMS - BID OPTION

E-401 ENLARGED PLANS - ELECTRICAL

E-402 ENLARGED PLANS - ELECTRICAL

E-501 DETAILS - ELECTRICAL

E-502 DETAILS - ELECTRICAL

E-503 DETAILS - ELECTRICAL

E-504 DETAILS - ELECTRICAL

E-505 DETAILS - ELECTRICAL

E-506 DETAILS - ELECTRICAL

E-601 SCHEDULES - ELECTRICAL

E-602 SCHEDULES - ELECTRICAL

E-701 ONE-LINE DIAGRAM - ELECTRICAL

F-001 ABBREVIATIONS AND LEGENDS

FL100 CODE SUMMARY

FL101 FIRST FLOOR PLAN - BASE BID

FL101a FIRST FLOOR LIFE SAFETY PLAN - BID OPTION

FL102 CODE COMPLIANCE SITE PLAN

FA101 FIRST FLOOR FIRE ALARM AND MASS NOTIFICATION PLAN -

BASE BID

FA101a FIRST FLOOR FIRE ALARM AND MASS NOTIFICATION PLAN -

BID OPTION

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM INPUT/OUTPUT MATRIX

FX101 FIRST FLOOR FIRE SPRINKLER PLAN - BASE BID

FX101a FIRST FLOOR FIRE SPRINKLER PLAN - BID OPTION

FX501 FIRE SPRINKLER DETAILS

INTERIORS

I-101 FURNITURE & EQUIPMENT PLAN - BASE BID

I-102 FURNITURE PLAN - BID OPTION

I-103 FINISH PLAN - BASE BID

I-104 FINISH PLAN - BID OPTION

I-105 SIGNAGE PLAN - BASE BID

I-106 SIGNAGE PLAN - BID OPTION

I-107 FURNITURE FOOTPRINT PLAN

I-501 FURNITURE TYPICALS

I-601 FINISH LEGEND & SCHEDULE

I-602 SIGNAGE SCHEDULE AND DETAILS

PLUMBING

P-001 GENERAL INFORMATION - PLUMBING

P-101 SANITARY AND VENT PIPING PLAN - PLUMBING

P-102 FLOOR PLAN - PLUMBING

P-102A PARTIAL FLOOR PLAN - PLUMBING

P-401 ENLARGED PLANS - PLUMBING

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-901 PLUMBING STACKS

P-902 PLUMBING RISERS

S-003 SPECIAL INSPECTIONS

S-004 GEOTECHNICAL INFORMATION

S-101a FOUNDATION PLAN - BID OPTIONS

S-102a FRAMING PLAN - BID OPTIONS

S-104 APPROXIMATE TOPPING THICKNESS

S-502 SLAB DETAILS

S-511 MASONRY DETAILS

S-521 HOLLOWCORE PLANK DETAILS

S-001 STRUCTURAL NOTES

S-002 DESIGN LOADS

S-101 FOUNDATION PLAN - BASE BID

S-102 FRAMING PLAN - BASE BID

S-103 CEILING FRAMING PLAN

S-501 FOUNDATION DETAILS

DRAWING TITLESHEET NO.

PROJECT SITE

FIRE PROTECTION / LIFE SAFETY

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HAZARDOUS MATERIALS

H-001 GENERAL NOTES

H-101 VAPOR MITIGATION SYSTEM PLAN

H-501 VAPOR MITIGATION SYSTEM DETAILS

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

NOTICE FOR CONTRACTOR

ALL CONTRACTORS AND SUBCONTRACTORS

PERFORMING WORK SHOWN ON OR RELATED TO

THESE PLANS SHALL CONDUCT THEIR OPERATIONS

SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE

PLACE TO WORK AND THE PUBLIC IS PROTECTED.

ALL CONTRACTORS AND SUBCONTRACTORS SHALL

COMPLY WITH THE "OCCUPATIONAL SAFETY AND

HEALTH REGULATIONS" OF THE U.S. DEPARTMENT

OF LABOR AND ALL LOCAL AND STATE

REGULATIONS.

THE OWNER AND THE VMS DESIGNER SHALL NOT BE

RESPONSIBLE IN ANY WAY FOR CONTRACTORS AND

SUBCONTRACTORS COMPLIANCE WITH THE

"OCCUPATIONAL SAFETY AND HEALTH

REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR

AND ALL LOCAL AND STATE REGULATIONS.

CONTRACTOR AGREES THAT HE SHALL ASSUME

SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY, THAT

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY

AND NOT BE LIMITED TO NORMAL WORKING HOURS,

AND THAT THE CONTRACTOR SHALL DEFEND,

INDEMNIFY, AND HOLD THE OWNER AND THE VMS

DESIGNER HARMLESS FROM ANY AND ALL LIABILITY

REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT,

EXCEPT FOR LIABILITY ARISING FROM THE SOLE

NEGLIGENCE OF THE OWNER OR THE VMS

DESIGNER.

IN CASE OF CONFLICT BETWEEN THESE PLANS AND

OTHER SITE DESIGN DOCUMENTS AND/OR

MANUFACTURER SPECIFICATIONS / REQUIREMENTS

THE APPROPRIATE PARTIES / COMPANIES WITH

CONFLICTING DOCUMENTATION SHALL CONFER TO

DETERMINE A MUTUALLY AGREED UPON SOLUTION.

PLANS & SPECIFICATIONS FOR

VAPOR MITIGATION SYSTEM

FIRE-CRASH RESCUE STATION

5144 VINCE AVENUE

WRIGHT-PATTERSON AIR FORCE BASE, OHIO 45433

SITE

PROJECT SITE LOCATION

INDEX OF SHEETS

H-001 TITLE SHEET AND GENERAL NOTES

H-101 VAPOR MITIGATION SYSTEM PLAN

H-501 VAPOR MITIGATION SYSTEM DETAILS

NOTES

I. APPLICABILITY

A. GENERAL

1. A PASSIVE VAPOR MITIGATION SYSTEM (VMS) SHALL BE INSTALLED AND WILL INCLUDE A 40 MIL DRY

THICKNESS APPLICATION OF SPRAY-APPLIED ASPHALTIC MEMBRANE PLACED OVER THE EXISTING FLOOR. A

PROTECTIVE LAYER OF CONCRETE WILL BE PLACED ON TOP OF THE VMS IN ACCORDANCE WITH THE

PROJECT PLANS.

2. VMS DETAILS PRESENTED IN THESE PLANS AND SPECIFICATIONS SHALL BE UTILIZED IN THE CONSTRUCTION

OF THE BUILDING DESIGNATED ON SHEETS H-001 THROUGH H-501. THE BASIS OF DESIGN IS A

SPRAY-APPLIED MEMBRANE AS DESCRIBED IN THESE PLANS. THESE PRODUCTS ARE PROVIDED TO

DESCRIBE THE SYSTEM AND MATERIALS ONLY AND MAY BE SUBSTITUTED FOR EQUIVALENT PRODUCTS IF

APPROVED BY THE VMS DESIGNER.

B. SYSTEM COMPONENTS

1. THE VMS CONSTRUCTION SHALL CONSIST OF, BUT NOT BE LIMITED TO, THE FOLLOWING:

a. SUPPLY AND INSTALL BASE GEOTEXTILE LAYER ON TOP OF EXISTING CONCRETE

b. SUPPLY AND INSTALL 40-MIL SPRAY-APPLIED ASPHALTIC EMULSION LAYER

c. PERFORM SMOKE AND COUPON TESTING OF THE VMS MEMBRANE

d. SUPPLY AND INSTALL PROTECTIVE GEOTEXTILE LAYER ABOVE THE ASPHALTIC LAYER

2. ALL MATERIALS ARE TO BE DELIVERED TO THE PROJECT SITE IN THEIR ORIGINAL UNBROKEN PACKAGES

BEARING THE MANUFACTURER'S LABEL SHOWING BRAND, WEIGHT, VOLUME, BATCH NUMBER AND DATE.

MATERIALS ARE TO BE STORED AT THE PROJECT SITE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S

INSTRUCTIONS.

II. VAPOR MITIGATION SYSTEM

A. VMS MEMBRANE

A.1 MATERIALS

1. THE VMS MEMBRANE SHALL CONSIST OF A SPRAYED-ON OR LOCALLY TROWEL APPLIED, ASPHALTIC

EMULSION LAYER BETWEEN TWO PROTECTIVE LAYERS.

2. INSTALLATION OF THE BASE LAYER AND PROTECTIVE FABRIC SHALL BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S SPECIFICATIONS UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE VMS

DESIGNER.

A.2 BASE AND PROTECTIVE LAYERS

1. THE BASE LAYER SHALL CONSIST OF A CHEMICALLY RESISTANT POLYPROPYLENE GEOTEXTILE LINER

SUPPLIED BY THE MANUFACTURER AND APPROVED BY THE VMS DESIGNER. THE BASE LAYER IS INSTALLED

AS A CARRIER FABRIC FOR THE VMS MEMBRANE.

2. THE UPPER SURFACE OF THE VMS MEMBRANE SHALL BE PROTECTED BY A MANUFACTURER APPROVED

PROTECTIVE GEOTEXTILE LAYER, TO SERVE AS A PROTECTIVE LAYER DURING PLACEMENT OF THE UPPER

THICKNESS OF THE FLOOR SLAB AS SPECIFIED ON THESE PLANS. THE PROTECTIVE LAYER IS INSTALLED

AFTER THE APPLICATION, CURING, AND TESTING OF THE ASPHALTIC MEMBRANE.

A.3 SPRAY-APPLIED ASPHALTIC MEMBRANE

1. THE VMS MEMBRANE SHALL CONSIST OF A SPRAY-APPLIED, SINGLE COURSE, HIGH BUILD, POLYMER

MODIFIED ASPHALT EMULSION OR EQUIVALENT AS APPROVED BY THE VMS DESIGNER. THE MEMBRANE

SHALL HAVE A MINIMUM CURED (DRY) THICKNESS OF 40 MILS AND SHALL BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S SPECIFICATIONS UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE VMS

DESIGNER.

2. THE VMS MEMBRANE SHALL BE PLACED ONTO THE EXISTING FLOOR SLAB, AND BENEATH FOOTINGS, AND

TRENCHES IN ACCORDANCE WITH THESE PLANS AND DETAILS. THE VMS MEMBRANE SHALL NOT BE PLACED

ON TOP OF ANY CONCRETE PIERS OR EXTENDED REBAR.

3. SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES AND SEALED IN ACCORDANCE WITH THE

SPECIFICATIONS SET FORTH IN THESE PLANS (SEE DETAIL C3, SHEET H-501).

A.4 PENETRATION SEALS

1. WHERE UTILITIES, VENT LINES, PIPING, ELECTRICAL CONDUITS, ETC. PENETRATE THE VMS MEMBRANE, A

3-INCH COLLAR OF REINFORCEMENT FABRIC AND ASPHALTIC MEMBRANE SHALL BE PROVIDED TO CREATE A

GAS-TIGHT SEAL AROUND THE PENETRATION IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS

AS SHOWN ON DETAIL A6, SHEET H-501.

B. QUALITY ASSURANCE

1. THE VMS SUBCONTRACTOR SHALL BE TRAINED AND APPROVED BY THE VMS MATERIAL MANUFACTURER.

THE VMS SUBCONTRACTOR SHALL PROVIDE THE VMS DESIGNER WITH A LETTER FROM THE MANUFACTURER

(A) CONFIRMING THAT THE VMS SUBCONTRACTOR RETAINED BY THE OWNER FOR THE PERFORMANCE OF

THIS SCOPE OF WORK IS CERTIFIED BY THE MANUFACTURER FOR INSTALLATION OF THE MATERIAL; AND (B)

WARRANTING ITS MATERIAL TO BE FREE OF DEFECTS WHEN THAT MATERIAL IS INSTALLED BY THE VMS

SUBCONTRACTOR.

2. A PRE-INSTALLATION CONFERENCE SHALL BE HELD PRIOR TO THE APPLICATION OF THE VMS MEMBRANE TO

COORDINATE PROPER SUBSTRATE AND INSTALLATION CONDITIONS AND PROCEDURES. THE VMS

SUBCONTRACTOR, SITE SUPERINTENDENT, THE FOUNDATION SUBCONTRACTOR, SUBSLAB UTILITY

CONTRACTORS, AND THE VMS DESIGNER SHALL BE PRESENT AT THIS MEETING.

3. THE INSTALLATION OF THE VMS MEMBRANE SHALL BE CLOSELY MONITORED BY THE VMS DESIGNER OR HIS

DESIGNATED REPRESENTATIVE. INSPECTIONS SHALL TYPICALLY BE PERFORMED PRIOR TO, DURING, AND

SUBSEQUENT TO THE INSTALLATION OF THE VAPOR VENT PIPING AND APPLICATION OF THE VMS

MEMBRANE. IT IS THE RESPONSIBILITY OF THE VMS SUBCONTRACTOR TO NOTIFY THE OWNER AND VMS

DESIGNER WITHIN 72 HOURS OF BEGINNING ANY PORTION OF THIS WORK.

4. ALL SURFACES TO RECEIVE THE VMS MEMBRANE SHALL BE FREE OF LOOSE DEBRIS AND INSPECTED AND

APPROVED BY THE VMS SUBCONTRACTOR FOR THE PERFORMANCE OF THIS SCOPE OF WORK AND BY THE

VMS DESIGNER PRIOR TO COMMENCING WORK.

5. PRIOR TO PLACING THE UPPER FLOOR SLAB OVER THE MEMBRANE, THE VMS DESIGNER SHALL INSPECT

AND APPROVE THE MEMBRANE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. CONSTRUCTION

OF THE FLOOR SLAB SHALL NOT PROCEED WITHOUT WRITTEN CERTIFICATION OF THE SUCCESSFUL

INSTALLATION BY THE VMS SUBCONTRACTOR.

D. SUBMITTALS

1. THE VMS SUBCONTRACTOR SHALL SUBMIT ANY UPDATES OR REVISIONS TO THE MANUFACTURER'S

MATERIAL DATA AND RECOMMENDED INSTALLATION PROCEDURES TO THE VMS DESIGNER FOR REVIEW AND

APPROVAL AT LEAST ONE WEEK PRIOR TO THE CONSTRUCTION OF THE VMS MEMBRANE.

2. THE VMS SUBCONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLES OR MANUFACTURERS PRODUCT

SPECIFICATION OF THE FOLLOWING TO THE VMS DESIGNER FOR APPROVAL:

UPPER PROTECTIVE MATERIAL

VMS MEMBRANE MATERIAL

BASE LAYER

3. AT THE COMPLETION OF INSTALLATION, THE VMS SUBCONTRACTOR SHALL SUBMIT A LETTER TO THE VMS

DESIGNER AND TO THE OWNER CERTIFYING THAT VMS INSTALLATION WAS COMPLETED IN ACCORDANCE

WITH THE PROJECT PLANS AND SPECIFICATIONS AS WELL AS MANUFACTURER SPECIFICATIONS.

E. WARRANTY

1. TERRACON RECOMMENDS THE OWNER OBTAIN A WARRANTY FOR THE VMS MEMBRANE. THE

MANUFACTURER PROVIDES PRODUCT AND/OR SYSTEM WARRANTIES FOR THE VMS MEMBRANE RANGING

FROM ONE YEAR T0 30 YEARS IN DURATION.

2. MANUFACTURER MAY REQUIRE SUBMITTAL OF DESIGN DOCUMENTS, ENVIRONMENTAL REPORTS, GEOTECHNICAL REPORTS, OR OTHER DOCUMENTATION FOR REVIEW PRIOR TO ISSUING A WARRANTY, AND

ADDITIONAL COSTS MAY APPLY. PLEASE CONTACT THE SELECTED MANUFACTURER FOR WARRANTY TERMS

AND CONDITIONS AND ADDITIONAL INFORMATION.

3. MANUFACTURERS EXTENDED WARRANTIES MUST BE REQUESTED BY THE OWNER PRIOR TO VMS

INSTALLATION BID REQUESTS.

F. JOB CONDITIONS

1. THE AREAS ADJACENT TO THE VMS MEMBRANE ARE TO BE PROTECTED BY THE VMS SUBCONTRACTOR FOR

THE PERFORMANCE OF THIS SCOPE OF WORK DURING THE INSTALLATION PROCESS. WHERE NECESSARY, MASKING OR OTHER PROTECTIVE MEASURES SHALL BE UTILIZED TO PREVENT STAINING OF SURFACES

BEYOND THE LIMITS OF THE APPLICATION.

2. WORK IS TO BE PERFORMED ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS ARE WITHIN

THE MANUFACTURER RECOMMENDATIONS FOR THE MATERIAL AND PRODUCT USED. THE APPLICATION OF

THE VMS MEMBRANE COMPOUNDS SHALL BE SUSPENDED IF THE AMBIENT TEMPERATURE FALLS BELOW 45°

F, OR DURING PERIODS OF PRECIPITATION. APPLICATION OF THE VMS MEMBRANE MAY BE PERFORMED

BELOW 45° F, BUT ONLY WITH WRITTEN PERMISSION FROM THE VMS DESIGNER AND MATERIAL

MANUFACTURER.

3. A MINIMUM CLEARANCE OF 24 INCHES IS REQUIRED FOR A TYPICAL SPRAY APPLICATION OF THE ASPHALTIC

LAYER. FOR AREAS WITH LESS THAN 24-INCH CLEARANCE, THE ASPHALTIC LAYER MAY BE APPLIED BY HAND.

4. ALL PLUMBING, ELECTRICAL, MECHANICAL AND STRUCTURAL ITEMS THAT ARE LOCATED BENEATH OR THAT

PASS THROUGH THE VMS MEMBRANE SHALL BE POSITIVELY SECURED IN THEIR PROPER POSITIONS AND

APPROPRIATELY PROTECTED PRIOR TO APPLICATION OF THE ASPHALTIC LAYER.

5. THE VMS MEMBRANE SHALL BE INSTALLED BEFORE PLACEMENT OF REINFORCING STEEL IN THE UPPER

CONCRETE LAYER. IF REINFORCING STEEL IS PRESENT AT THE TIME OF APPLICATION, ALL EXPOSED

REINFORCEMENT SHALL BE MASKED BY THE FOUNDATION SUBCONTRACTOR PRIOR TO APPLICATION OF THE

ASPHALTIC LAYER.

6. REINFORCING STEEL, PIPING, FORMS, ETC. SHALL NOT BEAR DIRECTLY ON THE MEMBRANE OR PROTECTIVE

LAYER AND EQUIPMENT SHALL NOT BE DRIVEN OVER THE MEMBRANE OR ITS PROTECTIVE LAYER WITHOUT

PRIOR APPROVAL FROM THE VMS DESIGNER AND MANUFACTURER.

7. CONTRACTOR SHALL NOT PENETRATE THE VMS MEMBRANE AFTER IT HAS BEEN INSTALLED. IF THERE IS A

NEED TO PUNCTURE THE MEMBRANE AFTER IT HAS BEEN INSTALLED, THE VMS DESIGNER AND INSTALLER

SHOULD BE NOTIFIED, AND NECESSARY REPAIRS NEED TO BE MADE BY THE VMS SUBCONTRACTOR.

8. FIELD SITUATIONS NOT SPECIALLY DETAILED SHALL BE HANDLED PER THE INTENT OF THESE PLANS AND

SPECIFICATIONS WITH THE APPROVAL OF THE VMS DESIGNER. THE APPLICATOR / CONTRACTOR MAY

SUBMIT SHOP DRAWINGS FOR ALTERNATIVE METHODS. SEE STRUCTURAL FOUNDATION PLANS FOR

COMPLETE DEPTHS AND DETAILS OF FOOTING. DETAILS OF FOOTINGS SHOWN IN THESE PLANS ARE

GENERALIZED, ACTUAL THICKNESSES AND CONSTRUCTION DEPTHS MAY VARY.

9. APPROPRIATE CARE SHALL BE EXERCISED TO PROTECT THE VMS MEMBRANE AND PREVENT PENETRATIONS

SUBSEQUENT TO ITS APPLICATION. THE VMS MEMBRANE SHALL BE PROTECTED FROM PEDESTRIAN

TRAFFIC WITH THE PROTECTIVE GEOTEXTILE LAYER. THE PROTECTIVE GEOTEXTILE SHALL BE KEPT FREE OF

DIRT AND DEBRIS, TO THE EXTENT POSSIBLE, UNTIL THE FINAL UPPER FLOOR SLAB IS POURED. IT SHALL BE

THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE VMS MEMBRANE AND THE

PROTECTION SYSTEM ARE NOT PENETRATED AFTER THE COMPLETION OF THE INSTALLATION.

G. INSTALLATION

G.1 VMS MEMBRANE AND PROTECTIVE LAYER INSTALLATIONS

1. THE EXISTING FLOOR SHALL BE FREE OF DIRT AND DEBRIS. THE APPLICATION SURFACE SHALL BE SMOOTH, UNIFORM, AND FREE OF DEBRIS AND STANDING WATER. FINAL INSPECTION/PREPARATION OF THE

PREPARED SURFACE SHALL NOT PRECEDE THE VMS INSTALLATION BY MORE THAN 72 HOURS.

2. THE AGGREGATE LAYER BENEATH FOOTERS AND OTHER SUPPORT STRUCTURES SHALL BE MOISTURE

CONDITIONED AND COMPACTED AS SPECIFIED IN THE PROJECT PLANS AND SPECIFICATIONS.

3. IF THE VMS MEMBRANE IS TO BE SEALED TO A CONCRETE SURFACE, CONCRETE SURFACES SHALL BE LIGHT

BROOM FINISHED OR SMOOTHED, FREE OF ANY DIRT, DEBRIS, LOOSE MATERIAL, RELEASE AGENTS OR

CURING COMPOUNDS. ALL VOIDS MORE THAN 1/4-INCH IN WIDTH SHALL BE PROPERLY FILLED WITH

NON-SHRINK GROUT OR AS SPECIFIED IN THE PROJECT PLANS AND SPECIFICATIONS. MASONRY JOINTS

SHALL BE STRUCK SMOOTH WITH A METAL TROWEL. ALL PENETRATIONS SHALL BE PREPARED IN

ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.

4. ALL VMS MEMBRANE PENETRATIONS SHALL BE PREPARED IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS. WHERE POSSIBLE, ANY FORM STAKES THAT PENETRATE THE VMS MEMBRANE SHALL BE

RE-BAR WHICH SHALL BE BENT OVER AND LEFT IN THE SLAB.

5. TRENCHES SHALL BE CUT OVERSIZE AS NECESSARY TO ACCOMMODATE INSTALLATION OF THE VMS

MEMBRANE.

6. THE WALLS OF FOOTING OR UTILITY TRENCHES SHALL BE SMOOTH AND FREE OF ROOTS OR PROTRUDING

ROCKS.

7. THE BASE LAYER SHALL FIRST BE LAID ON THE EXISTING FLOOR AND AGGREGATE LAYER IN ACCORDANCE

WITH THE MATERIAL MANUFACTURER'S SPECIFICATIONS. ALL SEAMS SHALL BE OVERLAPPED A MINIMUM OF

6 INCHES. ANY OPEN UTILITY OR OTHER TRENCH PRESENT AT THE TIME OF APPLICATION SHALL BE LINED

WITH PROTECTIVE BASE LAYER EXTENDING AT LEAST 6 INCHES ONTO THE ADJOINING SUBGRADE. THE

BASE LAYER SHALL BE IN INTEGRAL CONTACT WITH ALL INTERIOR FOUNDATION CORNERS. ASPHALTIC

MEMBRANE SHALL BE SPRAY APPLIED AT ALL OVERLAPPED SEAMS TO A THICKNESS OF 40 MILS MINIMUM.

8. INSTALL THE PROTECTIVE LAYER OVER THE NOMINALLY CURED ASPHALTIC LAYER NO LATER THAN

RECOMMENDED BY MANUFACTURER AND BEFORE STARTING SUBSEQUENT CONSTRUCTION OPERATIONS.

VISUAL INSPECTION AND SMOKE TESTING MUST BE PERFORMED PRIOR TO PLACING THE PROTECTIVE

LAYER OVER THE ASPHALTIC LAYER.

G.2 SEALING PENETRATIONS

1. ALL PENETRATIONS SHALL BE CLEANED AND PREPARED TO PROVIDE PROPER ADHESION OF THE ASPHALTIC

LAYER FOR A VAPOR TIGHT SEAL. METAL PENETRATIONS SHALL BE SANDED CLEAN AND PREPARED USING

EMERY CLOTH FOR PROPER ADHESION OF THE ASPHALTIC LAYER.

2. ALL PENETRATIONS SHOULD BE SECURED PRIOR TO INSTALLATION OF THE VMS MEMBRANE SYSTEM.

PENETRATIONS SHALL NOT BE IN CONTACT WITH ADJACENT PENETRATIONS OR OTHER OBJECTS TO ALLOW

PROPER SEALING AROUND THE ENTIRE PENETRATION CIRCUMFERENCE. WHERE PENETRATIONS SUCH AS

ELECTRICAL CONDUITS, PLUMBING PIPING, ETC ARE CONCENTRATED, A CONCRETE PENETRATION BANK

WILL BE CONSTRUCTED PRIOR TO VMS MEMBRANE PLACEMENT. THE CONCRETE PENETRATION BANK WILL

CONSIST OF A MINIMUM THICKNESS OF 12 INCHES OF CONCRETE, EXTENDING A MINIMUM OF 8 INCHES

BEYOND THE EDGE OF EACH PENETRATION TO ALLOW FOR ATTACHMENT OF THE VMS MEMBRANE (SEE

DETAIL C1, SHEET H-501).

3. THE BASE LAYER SHALL BE CUT AROUND PENETRATIONS SO THAT IT LAYS FLAT ON THE APPLICATION

SURFACE. THERE SHOULD NOT BE A GAP LARGER THAN 1/8-INCH BETWEEN THE BASE LAYER AND THE

PENETRATION (SEE DETAIL C1, SHEET H-501).

4. APPLY ONE COAT OF ASPHALTIC MEMBRANE TROWEL GRADE OR ASPHALTIC MEMBRANE SPRAY TO THE

BASE GEOTEXTILE LAYER AND AROUND THE PENETRATIONS AT A THICKNESS OF 40 MILS. PENETRATIONS

SHOULD BE TREATED IN A 6-INCH RADIUS AROUND THE PENETRATION AND 3 INCHES ONTO THE

PENETRATION OBJECT.

5. BASE GEOTEXTILE LAYER OR REINFORCEMENT FABRIC SHALL BE USED AS AN EMBEDDED GEOTEXTILE

LAYER COLLAR PLACED AFTER THE FIRST APPLICATION OF THE ASPHALTIC MEMBRANE SPRAY OR

ASPHALTIC MEMBRANE TROWEL GRADE. THEN SPRAY A SECOND 40 MIL COAT OVER THE EMBEDDED

REINFORCING LAYER ENSURING THE COMPLETE SATURATION OF THE EMBEDDED LAYER AND TIGHT SEAL

AROUND THE PENETRATION.

6. THE PENETRATION SHALL BE WRAPPED WITH A POLYPROPYLENE CABLE TIE AT A POINT 2 INCHES ABOVE

THE BASE OF THE PENETRATION. THE CABLE TIE SHALL BE TIGHTENED FIRMLY SO AS TO SQUEEZE THE

CURED MEMBRANE COLLAR, BUT NOT TOO TIGHT TO SLICE INTO THE FINISHED SEAL. (SEE DETAIL A6, SHEET

H-501). THE CABLE TIE MAY BE INSTALLED IMMEDIATELY AFTER THE GEOTEXTILE LAYER COLLAR HAS BEEN

INSTALLED.

H. INSPECTIONS

1. THE INSPECTION OF ALL VAPOR CONTROL MEASURES SHALL BE PERFORMED BY THE CERTIFIED VMS

INSPECTOR. AT A MINIMUM, INSPECTION SHALL TAKE PLACE AT THE FOLLOWING STAGES OF THE

INSTALLATION, AS DEEMED NECESSARY BY THE VMS DESIGNER:

PERIODICALLY DURING THE INSTALLATION OF THE BASE LAYER;

DURING THE SPRAY APPLICATION OF THE ASPHALTIC LAYER;

DURING SMOKE TESTING;

AFTER THE INSTALLATION OF THE PROTECTIVE GEOTEXTILE LAYER, REINFORCING STEEL, AND ALL

FOUNDATION FORM WORK, BUT PRIOR TO AND THROUGHOUT THE PLACEMENT OF CONCRETE FOR

THE FINAL FLOOR SLAB;

2. FIELD QUALITY CONTROL IS A VERY IMPORTANT PART OF ALL APPLICATIONS. THE VMS SUBCONTRACTOR

SHALL CHECK HIS OWN WORK FOR COVERAGE, THICKNESS, AND ALL-AROUND GOOD WORKMANSHIP.

3. COUPON SAMPLES SHALL BE CUT FROM THE VMS MEMBRANE IN 2 SQUARE INCHES TO REPRESENT A

MAXIMUM AREA OF PER 500 SQUARE FEET OF APPLICATION AND PROVIDED TO THE VMS INSPECTOR. THE

THICKNESS OF THE COMPOSITE LAYER SHALL BE MEASURED WITH A DIGITAL CALIPER HAVING A

RESOLUTION OF 1 MIL OR BETTER. THE THICKNESS OF THE BASE GEOTEXTILE SHALL BE DEDUCTED FROM

THE COMPOSITE THICKNESS IN ORDER TO DETERMINE THE THICKNESS OF THE ASPHALTIC LAYER. WHEN

WARRANTED, THE TEST AREA SHALL BE MARKED BY THE CERTIFIED VMS INSPECTOR FOR REPAIR.

4. VOIDS LEFT BY SAMPLING SHALL BE PATCHED BY THE VMS SUBCONTRACTOR BY OVERLAPPING THE VOID BY

A MINIMUM OF 6 INCHES. A THIN TACK COAT OF ASPHALTIC EMULSION SHALL BE APPLIED TO ADHERE TO

THE GEOTEXTILE BASE PATCH. SPRAY OR TROWEL APPLIED ASPHALTIC EMULSION SHALL THEN BE APPLIED

TO A 100 MIL MINIMUM DRY THICKNESS, EXTENDING AT LEAST 3 INCHES BEYOND THE GEOTEXTILE PATCH.

5. ON CONCRETE SURFACES, THE VMS MEMBRANE SHALL BE CHECKED FOR COVERAGE WITH A LIGHTLY OILED, NEEDLE NOSE DEPTH GAUGE. THE MINIMUM READING SHALL BE RECORDED AND THE TEST AREA SHALL BE

MARKED FOR REPAIR BY THE CERTIFIED VMS INSPECTOR.

6. CONCRETE TEST AREAS SHALL BE PATCHED WITH ASPHALTIC MEMBRANE TO A 100 MIL MINIMUM DRY

THICKNESS, EXTENDING A MINIMUM OF 1 INCH BEYOND THE TEST PERIMETER.

7. EACH COMPLETED AREA OF VMS MEMBRANE SHALL BE SMOKE TESTED AT THE COMPLETION OF THE

INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S PROTOCOL TO CONFIRM THE INTEGRITY OF THE

VMS MEMBRANE. ONE SMOKE TEST SHALL BE CONDUCTED FOR A MAXIMUM OF EVERY 2,500 SQUARE FOOT

AREA. ANY LEAKS WHICH ARE IDENTIFIED SHALL BE REPAIRED AND RE-TESTED UNTIL ALL

LEAKS/PERFORATIONS ARE ELIMINATED.

8. PRIOR TO PLACING THE FINAL CONCRETE SLAB OVER THE VMS MEMBRANE, THE VMS SUBCONTRACTOR

SHALL CERTIFY IN WRITING THAT THE VMS MEMBRANE HAS BEEN INSTALLED AND TESTED IN ACCORDANCE

WITH THE MANUFACTURER'S SPECIFICATIONS AND IS FREE OF LEAKS, AND HAS A MINIMUM THICKNESS OF 40

MILS.

9. A SMOKE TEST SHALL BE PERFORMED BY THE VMS CONTRACTOR AFTER THE INSTALLATION OF THE FLOOR SLAB TO

CONFIRM THAT THE MEMBRANE WAS NOT DAMAGED BY ACTIVITIES PERFORMED SUBSEQUENT TO THE INITIAL SMOKE

TESTING.

10.SERVICE LISTED IN THIS SPECIFICATION AS BEING REQUIRED BY THE VMS DESIGNER ARE DEPENDENT UPON

OWNER AUTHORIZATION OF SAID SERVICES TO VMS DESIGNER, AND NOTIFICATIONS TO THE VMS DESIGNER

OF THE PROJECT STATUS BY THE VMS SUBCONTRACTOR. IF THESE SERVICES ARE NOT PERFORMED BY

THE VMS DESIGNER, THE MANUFACTURER'S WARRANTY MAY BE VOIDED.

STANDARD OF CARE AND LIMITATIONS

TERRACON'S SERVICES WILL BE PERFORMED IN A MANNER CONSISTENT WITH GENERALLY ACCEPTED

PRACTICES OF THE PROFESSION UNDERTAKEN IN SIMILAR DESIGNS IN THE SAME GEOGRAPHICAL AREA

DURING THE SAME TIME PERIOD. PLEASE NOTE THAT TERRACON DOES NOT WARRANT THE WORK OF THIRD

PARTIES SUPPLYING INFORMATION USED IN THE PREPARATION OF THE VAPOR MITIGATION SYSTEM. THESE

SERVICES WERE PERFORMED IN ACCORDANCE WITH THE SCOPE OF WORK AGREED WITH YOU, OUR CLIENT, AS REFLECTED IN OUR PROPOSAL.

US Army Corps of Engineers ®

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611 LUNKEN PARK DRIVE CINCINNATI, OHIO 45226

FAX. (513) 321-4540PH. (513) 321-5816

Consulting Engineers and Scientists

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F8 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F0414 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F8 (-2' - 0")

F10 (-2' - 0")

F8 (-2' - 0")

F0414 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

SAW-CUT EXISTING SLAB

TO CONSTRUCT NEW

FOUNDATIONS

A6

S-501

9 1/2" WIDE X 24" TALL PERIMETER GRADE BEAM.

REINFORCE WITH (3) #6 CONT, T&B AND #3

STIRRUPS @ 12" OC

6 7

52' - 4" 1 7/8" 6 1/8" 20' - 9" 21' - 6" 21' - 0" 19' - 1" 0"

F4 (-2' - 0")

F4 (-2' - 0")

F6 (-2' - 0")

F6 (-2' - 0")

F6 (-2' - 0")

LOCATE F4 FOOTING @ WIND

COLUMN LOCATIONS, TYP

CAST-IN-PLACE CONCRETE TOPPING OVER

EXISTING HANGAR SLAB. SEE S-104

FOR PLAN OF ESTIMATED DIFFERENCE

BETWEEN NEW FINISH FLOOR AND EXISTING

GRADE/HANGAR FLOOR. SEE DETAIL

FOR TYPICAL TOPPING DETAIL UNO.

A6

S-501

E7

S-501

W F

.0

W F

.0

WF2.0

(-2' - 0")

WF2.0

(-2' - 0")

WF2.0

(-2' - 0")

WF2.0

(-2' - 0")

WF2.0

(-2' - 0")

WF2.0

(-2' - 0")

6" WIDE

PREFABRICATED

TRENCH DRAIN

LIMITS OF EXISTING HANGAR,

TYPICAL

CAST-IN-PLACE SLAB ON GRADE.

SEE DETAIL /F8 S-502

/2

' - 0

COORDINATE LOCATION OF

COLUMN FOOTINGS WITH

FINAL PEMB VENDOR

LOCATIONS. FOOTINGS SHALL

BE CENTERED ON COLUMN

ANCHOR BOLT PATTERN.

-0' - 1 1/2" -0' - 1 1/2"

-0' - 1 1/2" -0' - 1 1/2"

-0' - 1 1/2" -0' - 1 1/2"

-0' - 1 1/2" -0' - 1 1/2"

A1

S-501

C1

S-502

F6 (-2' - 0")

' - 6

F7

H-501

E5

H-501

E5

H-501

C1

S-501

CL

FTG

CL

FTG

E3

H-501

E1

H-501

C9

H-501

TOP OF FLOOR ELEV =

+0'-6" IN DECONTAMINATION

ROOM

/F1 S-502

8" THICK CAST-IN-

PLACE SLAB ON

GRADE. SEE DETAIL

/F8 S-502 (SIM)

F4

S-502

C4

S-502

DRAWING NOTES:

1. ELEVATIONS INDICATED ARE RELATIVE TO A FINISH FLOOR

ELEVATION OF 816.91'

2. SEE SHEET S-501 FOR TYPICAL SLAB AND FOUNDATION

DETAILS

3. SEE DETAIL FOR COLUMN PEDESTAL DETAILS

4. SEE H SERIES SHEETS FOR SLAB VAPOR MITIGATION SYSTEM

/C6 S-501

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1/8" = 1'-0"B1

FOUNDATION PLAN

SPREAD FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCING

WIDTH LENGTH THICKNESS BOTTOM TOP

F4 4' - 0" 4' - 0" 1' - 6" (5) #6 EW (5) #6 EW

F6 6' - 0" 6' - 0" 1' - 6" (8) #6 EW (8) #6 EW

F8 8' - 0" 8' - 0" 1' - 6" (9) #6 EW (9) #6 EW

F10 10' - 0" 10' - 0" 1' - 6" (11) #6 EW (11) #6 EW

F0414 4' - 0" 14' - 0" 1' - 6" (10) #4 LONG #5@12" OC

TRANS

(10) #4 LONG #5@12" OC

TRANS

8'4' 16'0

CONTINUOUS FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCING

WIDTH THICKNESS LONGITUDINAL TRANSVERSE

WF2.0 2' - 0" 1' - 0" (4) #4 CONT #4@12" OC, BOT

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6 87

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F10 (-2' - 0")

F4 (-2' - 0")

F4 (-2' - 0")

20' - 0"

A6

S-501

A6

S-501

LIMITS OF EXISTING HANGAR,

TYPICAL

CAST-IN-PLACE CONCRETE TOPPING OVER

EXISTING HANGAR SLAB. SEE S-104

FOR PLAN OF ESTIMATED DIFFERENCE

BETWEEN NEW FINISH FLOOR AND EXISTING

GRADE/HANGAR FLOOR. SEE DETAIL

FOR TYPICAL TOPPING DETAIL UNO.

CAST-IN-PLACE SLAB ON GRADE.

SEE DETAIL /F8 S-502

/F1 S-502

C4

S-502

DRAWING NOTES:

1. ELEVATIONS INDICATED ARE RELATIVE TO A FINISH FLOOR

ELEVATION OF 816.91'

2. SEE SHEET S-501 FOR TYPICAL SLAB AND FOUNDATION

DETAILS

3. SEE DETAIL FOR COLUMN PEDESTAL DETAILS

4. SEE H SERIES SHEETS FOR SLAB VAPOR MITIGATION SYSTEM

/C6 S-501

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FOUNDATION PLAN - BID OPTION

8'4' 16'0

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6" HOLLOW CORE PRECAST

CONCRETE SLAB WITH 2"

CONCRETE TOPPING

8" CMU WALL W/#6@24" OC

VERT

/8

/4

10' - 9 3/4"

E7

S-521

B1

S-521

/4

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

CJ

CJ

CJ

CJ

CJ

CJ

8" CMU WALL W/ #4@8" OC,

THIS SEGMENT ONLY

8" CMU WALL W/ #5@48" OC

VERT, TYP UNO

11' - 4"

HOLLOWCORE SUPPLIER

TO PROVIDE FRAMED

OPENINGS AROUND

COLUMN PENETRATIONS,

TYP. PROVIDE 1" CLEAR

MINIMUM BETWEEN

CONCRETE AND STEEL

COLUMNS.

B5

S-521

E1

S-521

DRAWING NOTES

1. SEE SHEET FOR PRECAST GENERAL NOTES.

2. SEE SHEET FOR DESIGN LOADS FOR HOLLOWCORE PLANKS.

3. SEE SHEET FOR TYPICAL MASONRY DETAILS.

4. CJ = CONTROL JOINT. SEE DETAIL

S-001

S-002

S-511

/D1 S-511

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CEILING FRAMING PLAN

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CLASS C

C L A

S S

C

LAP BARS SAME

SIZE AND SPACING

AS HORIZ. BARS

TENSION

SPLICE

T E

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L

IC

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CLASS C

C L A

S S

C

LAP BARS SAME

SIZE AND SPACING

AS HORIZ. BARS

CLASS C

TENSION

SPLICE

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SIZE AND SPACING

AS HORIZ. BARS

CLASS C

TENSION

SPLICE

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C

T E

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L

IC

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LAP BARS SAME

SIZE AND SPACING

AS HORIZ. BARS

FIN FLR

0' - 0"

T/FTG

-2' - 0"

PER PLAN

9 1/2"

TOPPING SLAB SEE SHEET S-104

FOR ESTIMATED THICKNESS

EXISTING SLAB ON GRADE

1/2" PEJF. PROVIDE JOINT

SEALANT AT TOP IN

APPARATUS BAY

SAW-CUT EXISTING SLAB AS

REQUIRED TO CONSTRUCT

GRADE BEAM

#3 STIRRUP @ 12" OC

(3) #6 CONT, T&B

(2) #4 CONT

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

FIN FLR

0' - 0"

T/FTG

-2' - 0"

TOPPING SLAB. SEE SHEET

FOR ESTIMATED THICKNESS

BACKFILL WITH FLOWABLE

CONCRETE FILL WHERE SLAB

REMOVED TO CONSTRUCT

FOOTINGS

1/2" PEJF. PROVIDE JOINT

SEALANT AT TOP IN

APPARATUS BAY

SAW-CUT EXISTING SLAB AS

REQUIRED TO CONSTRUCT

GRADE BEAM

#3 STIRRUP @ 12" OC

(3) #6 CONT, T&B

#3 @ 12" OC

(2) #4 CONT

S-104

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

TACK WELDHEAVY HEX NUT

OR HEADED

BOLT

DIAMETER AND

GRADE PER

PEMB SUPPLIER

HEAVY HEX NUT AND

5/16" PLATE WASHER

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N D

O R

PERIMETER GRADE BEAM

SEE DETAIL

CONTINUE REINF THROUGH

PEDESTAL

/A6 S-501

CLR

3"

C L R

/2

M

IN6

MIN

6"

(8) #6 VERT

#3 TIES @ 12" OC,

TYP AND @6" OC

IN TOP 18" OF

PEDESTAL

CORNERS SIDES

MIN.

2' - 0"

MIN.

1' - 0"

M

IN

M

IN6

6" 6"

PREFABRICATED TRENCH

DRAIN AND GRATING

C L R

T

Y P

#4@12" OC

(4) #4 CONT

EXISTING HANGAR SLAB

TOPPING SLAB

BACKER ROD AND SEALANT

1/2"

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

2' - 0"

SAW-CUT EXISTING SLAB

TO INSTALL FOOTING

TOPPING SLAB. SEE

DETAIL /F1 S-502

GROUT CELLS

BELOW GRADE

SOLID

1/2" PEJF

FOOTING. SEE

SCHEDULE ON SHEET

S-101

CMU WALL. SEE SHEET

FOR REINFORCING.

S-103

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

FLOWABLE

CONCRETE FILL

US Army Corps of Engineers ®

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NTSA8

FOOTING CORNER

NTSC9

FOOTING INTERSECTION

3/4" = 1'-0"A6

TYPICAL GRADE BEAM

3/4" = 1'-0"E7

GRADE BEAM @ FOOTING

NTSF9

ANCHOR BOLT

2'1' 4'0

2'1' 4'0

NTSC6

PEDESTAL DETAILS

1 1/2" = 1'-0"A1

TRENCH DRAIN

2'0 1'6"

R

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IS

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D I N

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C O

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3/4" = 1'-0"C1

WALL FOOTING

2'1' 4'0

2/26/2020

W

2Q R

B0

1-

V A

R

IE

S

/2

M

IN

EXISTING HANGAR SLAB

5,000 PSI CONCRETE TOPPING. PROVIDE

3/8" MAXIMUM COARSE AGGREGATE FOR

TOPPING AREAS LESS THAN 2 1/2" THICK.

PROVIDE 3/4" AGGREGATE FOR THICKER

AREAS

PROVIDE CONSTRUCTION JOINT @

EXISTING JOINT LOCATIONS

EXISTING FLOOR JOINT

ROUGHEN, DE-GREASE AND POWER

WASH SURFACE OF EXISTING

HANGAR SLAB. APPLY VAPOR

INTRUSION BARRIER PRIOR TO

PLACING TOPPING. SEE

ENVIRONMENTAL DRAWINGS FOR

MORE INFORMATION.

T /3

6X6-W4.0XW4.0 WWR

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

EXISTING HANGAR SLAB. SAWCUT EXISTING SLAB

TOPPING SLAB. SEE DETAIL /F1 S-502

1/2" JOINT WITH BACKER

ROD AND SEALANT

1' - 0"

C L R

3/4" DIA X 1'-0" SMOOTH DOWEL. EPOXY INTO

EXISTING CONCRETE. GREASE PROJECTING

END.

15 MIL VAPOR RETARDER

8" CONCRETE SLAB ON

GRADE ON 4" STONE BASE

ON 15 MIL VAPOR RETARDER

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

6X6-W6.0XW6.0

EXISTING GRADE

4,000 PSI CONCRETE SLAB

ON STONE BASE.

REINFORCE WITH 6X6-

W4.0XW4.0 WWR

STONE BASE

15 MIL VAPOR RETARDER

COMPACTED FILL

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

FIN FLR

0' - 0"

T/FTG

-2' - 0"

TOPPING SLAB SEE SHEET

FOR ESTIMATED THICKNESS

EXISTING SLAB ON GRADE

SAW-CUT EXISTING SLAB AS

REQUIRED TO CONSTRUCT

GRADE BEAM

S-104DEPRESS GRADE BEAM

@ DOORS AND EXTEND

TOPPING ACROSS

NOTE: REFER TO H SERIES

DRAWINGS FOR VAPOR

MITIGATION DETAILS

FIN FLR

0' - 0"

EXISTING SLAB AND

PERIMETER GRADE BEAM

EXISTING HANGAR

SLAB TOPPING.

SEE DETAIL

THICKEN SLAB OVER GRADE

BEAM TO MATCH TOPPING

THICKNESS

/F1 S-502

SLAB-ON GRADE. SEE DETAIL

/F8 S-502

BOND BREAK MATERIAL

SLAB TOPPING. SEE

DETAIL /F1 S-502

SAW-CUT EXISTING

SLAB AS REQUIRED

TO INSTALL

UTILITIES

BACKFILL TRENCH

WITH FLOWABLE

CONCRETE FILL

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1 1/2" = 1'-0"F1

SLAB TOPPING

1 1/2" = 1'-0"F4

APPARATUS BAY SLAB ON GRADE

1 1/2" = 1'-0"F8

SLAB OUTSIDE HANGAR FOOTPRINT

3/4" = 1'-0"C1

SLAB TOPPING AT DOORS

2'0 1'6" 2'0 1'6" 2'0 1'6"

2'1' 4'0

3/4" = 1'-0"C4

INTERFACE @NEW SLAB AND TOPPING

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3/4" = 1'-0"C8

UTILITY TRENCH SLAB REPAIR

2'1' 4'0

2/26/2020

W

2Q R

B0

1-

COMPLETE DEMOLlTION OF ENTIRE VERTICAL STRUCTURE

NUMBERS ON SLABS INDICATE

EXISTING SLAB THICKNESS

(INCHES), TYP.

8 8

1212 17

EXISTING CONCRETE EXHAUST

TUNNEL 3'-6" WIDE BY 5'-0" DEEP.

DEMOLISH PORTION OUTSIDE OF

NEW BUILDING FOOTPRINT.

ABANDON-IN-PLACE PORTION

INSIDE BUILDING FOOTPRINT AND

FILL WITH FLOWABLE FILL.

BLACK OUTLINE REPRESENTS

FOUNDATION STEM WALL 9" TO 14"

THICK AT A DEPTH OF 4'-0", TYP.

EXISTING COLUMNS REST ON PIERS

RANGING FROM 14"x20" TO 30"x30"

AT A DEPTH OF 4'-0", TYP. EACH

PIER HAS A FOOTING, REFER TO

EXISTING PIER AND FOOTING

SCHEDULES BELOW:

EXISTING

ASPHALT TO

REMAIN

A B C D E F LKJIHG

NEW BUILDING FOOTPRINT

EXISTING CONCRETE EXHAUST

TUNNEL 3'-6" WIDE BY 5'-0" DEEP.

DEMOLISH PORTION OUTSIDE OF

NEW BUILDING FOOTPRINT.

ABANDON-IN-PLACE PORTION

INSIDE BUILDING FOOTPRINT AND

FILL WITH FLOWABLE FILL.

3'-0" DIA. EXHAUST PIPE BURIED

NEXT TO TUNNEL. DEMOLISH

PORTION OUTSIDE OF NEW

BUILDING FOOTPRINT. ABANDON-

IN-PLACE PORTION INSIDE BUILDING

FOOTPRINT AND FILL WITH

FLOWABLE FILL.

3'-0" DIA. EXHAUST PIPE BURIED

NEXT TO TUNNEL. DEMOLISH

PORTION OUTSIDE OF NEW

BUILDING FOOTPRINT. ABANDON-

IN-PLACE PORTION INSIDE BUILDING

FOOTPRINT AND FILL WITH

FLOWABLE FILL.

FOUNDATION AND

SLAB INSIDE

DASHED OUTLINE IS

TO BE REMOVED

FOUNDATION AND

SLAB INSIDE

DASHED OUTLINE IS

TO BE REMOVED

FOUNDATION AND

SLAB INSIDE

DASHED OUTLINE IS

TO BE REMOVED

FOUNDATION AND

SLAB INSIDE

DASHED OUTLINE IS

TO BE REMOVED

4 - #4

EXISTING PIER

SCHEDULE

EXISTING FOOTING

SCHEDULE

MARK

VERTICAL

REINF.A B

SIZE

4 - #4

4 - #4

4 - #4

4 - #4

4 - #4

4 - #4

4 - #4

4 - #4

4 - #4

4 - #4

SIZE REINF.

A-BAR B-BARA B DP

A9-L9 14" 20" 26" 34" 12" 4 - #4 4 - #4

14" 20"

14" 20"

14" 20"

14" 20"

14" 20"

14" 20"

30" 30"

30" 30"

30" 30"

30" 30"

Ao8-Ko8

B7-K7

B6-K6

C5-J5

D4-I4

E3-H3

F3-G3

F2-G2

F1-G1

B9-K9

A8-L8

MARK

A9-L9

Ao8-Ko8

B7-K7

B6-K6

C5-J5

D4-I4

E3-H3

F3-G3

F2-G2

F1-G1

B9-K9

A8-L8

4 - #4 4 - #4

4 - #4 4 - #4

4 - #4 4 - #4

4 - #4 4 - #4

4 - #4 4 - #4

4 - #4 4 - #4

6 - #4 6 - #4

6 - #4 6 - #4

8 - #4 8 - #4

10 - #4 10 - #4

26" 34" 12"

26" 34" 12"

26" 12"

*NOT PROVIDED. SEE EXISTING HANGAR DRAWINGS

12"

12"

12"

12"

12"

12"

12"

43" 43"

54" 54"

54" 54"

66" 66"

32" 32"

66" 66"

32" 32"

GRASS, SEE

CIVIL

GRASS, SEE

CIVIL

GRASS, SEE

CIVIL

DEMO

ASPHALT,

SEE CIVIL

DEMO

ASPHALT,

SEE CIVIL

DEMO

ASPHALT,

SEE CIVIL

21' - 2"

GENERAL SHEET NOTES

I. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88

CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR

RECYCLING.

J. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 02 20.

K. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE

WITH WPAFB SPECIFICATION SECTION 01 02 20.

L. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE

WITH WPAFB SPECIFICATION SECTION 01 02 20.

M. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING

CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO

REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH

THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. CONTACT WPAFB

RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS

ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT

A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT

REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 02 20 STATING (1) THE

COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION

MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO

MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION

MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-

ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE

TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7)

EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY

SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND

JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY

REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL

INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR

DAVID.DALTON.2@US.AF.MIL.

N. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A

REPRESENTATIVE SAMPLE OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER

IT CAN BE DRAINED DIRECTLY INTO THE SANITARY SEWER. ANALYZE THE WATER TO

DETERMINE THE TOTAL LEVEL OF EACH OF THE FOLLOWING: CADMIUM, CHROMIUM,

COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM, NICKEL, SILVER, ZINC AND

SULFIDE. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO EPA

TO ANALYZE FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB'S REPORT TO

THE CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR

A DETERMINATION ON THE WASTEWATER DISPOSAL METHOD.

O. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G.

IONIZATION TYPE SMOKE DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT

SIGNS, OR ANY OTHER RADIOACTIVE COMMODITY AND/OR RADIOACTIVE

CONTAMINANT THROUGH THE INSTALLATION RADIATION SAFETY OFFICER, 88

AMDS/SGPB

P. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS

CONTAINING ASBESTOS UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.

Q. IN ADDITIONAL TO APPLICABLE WPAFB SPECIFICATION SECTIONS, CONTRACTOR IS

RESPONSIBLE FOR FOLLOWING AND ADHERING TO ALL APPLICABLE FEDERAL,

STATE, AND LOCAL REGULATIONS, INCLUDING BUT NOT LIMITED TO THOSE SET FOR

BY THE USEPA, OH EPA, REGIONAL AIR POLLUTION CONTROL AUTHORITY (RAPCA),

AND OSHA. THE STRICTEST REQUIREMENT SHALL PREVAIL.

R. REMOVE AND DISPOSE OF ANY ASBESTOS-CONTAINING MATERIALS (ACMS) IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. THE FOLLOWING IS A

LIST OF IDENTIFIED ACMS.

• OLIVE EXPANSION CAULK (1.2% CHRYSOTILE): SE OFFICE, NW CORNER AND

OPPOSITE SIDE OF WALL NEAR WATER FOUNTAIN HALLWAY IN NE CORNER

(~ 15 SF TOTAL)

• DOOR CAULK (1.3% CHRYSOTILE): EXTERIOR HANGER DOOR FRAME (~50 SF

TOTAL)

• MULTIPLE LAYER FLOOR TILE (5.9% CHRYSOTILE): OFFICE AREA (1,500 SF

TOTAL)

• WINDOW GLAZING (1.2% CHRYSOTILE): INTERIOR SIDE OF WINDOW IN

OFFICE AREA (~5 SF TOTAL)

• ARC SHIELD (ASSUMED ACM): ELECTRICAL PANEL/SWITCH GEAR IN

MECHANICAL ROOMS (~100 SF TOTAL)

• FLANGE GASKETS (ASSUMED ACM): MECHANICAL ROOM (~60 SF TOTAL

QUANTITIES AND LOCATIONS LISTED IN THE SPECIFICATION ARE ONLY ESTIMATES.

THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL QUANTITIES, LOCATIONS, AND

SPECIAL CONDITIONS, AND BID ACCORDING TO THEIR FINDINGS. IT IS STRONGLY

ENCOURAGED THAT THE BIDDING CONTRACTOR CONDUCT A SITE VISIT TO VERIFY

QUANTITIES, LOCATIONS, AND CONDITIONS PRIOR TO BID. THE CONTRACTOR WILL

BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL ACMS.

S. REFER TO EXISTING DRAWINGS FOR ADDITIONAL INFORMATION. DRAWINGS

AVAILABLE UPON REQUEST.

LEGEND

SHADED AREAS REPRESENT EXISTING SLAB

THICKNESSES

A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 02 20.

B. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

C. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING

AREAS, WILL REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT

DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED

PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE,

A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY

SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION

PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA

WATER PM KAREN BEASON BY EMAIL AT KAREN.BEASON@US.AF.MIL OR BY PHONE

AT 937-257-5899 FOR ADDITIONAL INFORMATION.

D. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING

APPROVED DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREA OF

HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88

CEG/CEIEA AIR PM CHRIS TUMBUSCH. CHRIS CAN BE REACHED AT 937-257-2455 OR

BY EMAIL AT CHRISTOPHER.TUMBUSCH@US.AF.MIL

E. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 02 09 10.

F. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 02 09 10.

G. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND

STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION

ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY

TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY /

PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE

TURNED OVER TO THE GOV'T FOR DISPOSAL. IN ADDITION PROPER COORDINATION

IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR

STORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY

THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM, MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL) OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY

EDREI (937-257- 0023 OR EMILY.ERDEI@US.AF.MIL).

H. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20.

EXISTING SLAB TO BE REMOVED

US Army Corps of Engineers ®

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SCALE: 1/16" = 1'-0"

D1

DEMO PLAN

SCALE: 1/16" = 1'-0"

A1

SLAB DEMOLITION COORDINATION PLAN

NOTE: THIS DETAIL SHOWS THE NEW BUILDING FOOTPRINT RELATIVE TO THE

EXISTING CONCRETE SLAB. PORTIONS OF THE EXISTING SLAB MAY BE

SALVAGED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXTENT

OF ACTUAL SLAB DEMOLITION WITH ALL DISCIPLINES. FIELD VERIFY EXISTING

CONDITIONS AS REQUIRED.

R

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0' 8' 16' 32'

0' 8' 16' 32'

1 1

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A

B

C

D

E

3 4 521

A.5

D.5

6 7

" 6

135' - 4"

52' - 4" 83' - 0"

FUTURE

EXPANSION

A

B

C

D

E

3 4 521

A.5

D.5

86 7

155' - 4"

52' - 4" 103' - 0"

FUTURE

EXPANSION

US Army Corps of Engineers ®

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K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

PLAN NORTH

S U

B M

IT

T

E D

B Y

S

IZ

E

T W

IL

E

Y

A-100

O V

E R

A L L P

L A

N S

W R

IG

H

T -P

A T

T E

R S

O N

A F

B O

H

IO

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

T W

IL

E

Y

R F

U S

S N

E R

R C

U R

R A

N

O C

T O

B E

R

W Q

R B

W Q

R -1

-D

-0

CERTIFIED FINAL SUBMITTAL

F

IR

E -C

R A

S H

R E

S C

U E

S T

A T

IO

N

F /3

P R

O J E

C T

N U

M B

E R

Z

H T

V -3

P

SCALE: 1/16" = 1'-0"

A6

FLOOR PLAN - BASE BID 10,867 GSF

SCALE: 1/16" = 1'-0"

A1

FLOOR PLAN - BID OPTION ADD 1,378 GSF (12,245 GSF TOTAL)

0' 8' 16' 32' 0' 8' 16' 32'

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M D

T

F

E B

1 1

W

2Q R

B0

1-

DW

D W

AIAIAIAI

AI

A I

D A-202

D2

A-201

A2

A-202

A2

A-201

D2

DORM

DORM

DORM

DORM

DORM

DORM

APPARATUS BAY

CORR

REC / DAY ROOM

MECHANICAL

112B

COMM

CORR

CORR

PATIO

KITCHEN / DINING

A3

A-312

A

B

C

D

E

3 4 521

A.5

D.5

CORR

DORM

DORM

CHF DORM

118RR

JAN

M RR

E2

A-301

A2

A-301

CLCL CL CL CLCL CL CL

CLCL CL CL CLCL CL CL

VEST

FITNESS

OFFICE

OFFICE

LN

LAUNDRY

BA

MAINT

PPE

HOSE

RR

C O

R R

PANTRY

CL CL

A4

A-310

A6

A-312

FD COMM

A-402

A1

A-402

A5

A-401

A1

C2

A-301

A7

A-311

6 7

135' - 4"

52' - 4" 8" 20' - 9" 21' - 6" 21' - 0" 19' - 1"

B O

L L A

R D

S

T Y

P

A T

E X

T E

R

IO

R

A T

B O

L L A

R D

S

T Y

P

M .O

M .O

M .O

M .O

M .O

M .O

M .O

10' - 8"

A

A A

11' - 6 1/2" 18' - 8" 22' - 1 1/2"

11' - 6 1/2" 18' - 8" 22' - 1 1/2"

5' - 0" 16' - 5" 8' - 11" 7' - 0" 5' - 7" 9' - 3 1/4" 11' - 8 3/4" 13' - 9" 5' - 4"

112A 112B

4' - 8" 10' - 10" 10' - 6" 10' - 10" 18' - 6" 12' - 4" 9' - 6" 5' - 2"

134B 134A

134C

134D

134E 134F

132B

131B 131A

128B 128A

A

A

115A

A

B

A

116A

117B

104B

AA1

AA1

AA1

AA1

AA2

AA1

AA1

AA2

AA1

AA2

D1

A1

C1

DS

DS

DS

DS

DS

ELECTRICAL

112A

6' - 5 3/4" 5' - 0" 22' - 3" 8"8

"27' - 3"

B

A1A1

A1

SLOPE SLOPESLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE SLOPESLOPE

SLOPE

SLOPE

SLOPE

SLOPE

TYP.

B

B

A6

A-312

A-501

A4 A-501

A7

TYP.

B O

L L A

R D

S

T Y

P

A T

I N

T E

R

IO

R

B O

L L A

R D

S

T Y

P

A T

I N

T E

R

IO

R

333 3

AAAAA

A-501

A4 Sim

A-501

C5

A-501

C8

10 TYP.

GENERAL SHEET NOTES

DRAWING NOTES

A. REFER TO SHEET A-001 FOR PROJECT GENERAL NOTES

B. REFER TO A-501/A-502 FOR TYPICAL WALL DETAILS

C. REFER TO A-601 FOR PARTITION TYPE INFORMATION

D. REFER TO SHEET A-603 FOR DOOR AND WINDOW INFORMATION

E. ALL GUTTERS, DOWNSPOUTS, ROOF ACCESSORIES AND TRIM TO MATCH

ROOF IN MATERIAL, COLOR AND FINISH

F. DOORS TO BE PLACED 4" FROM ADJACENT WALL, U.N.O. REFER TO DETAIL

A-502

G. CORNER GUARDS TO BE PROVIDED AT ALL GYP. BOARD WALL OUTSIDE

CORNERS, U.N.O.

H. CONTRACTOR TO COORDINATE FINAL BLOCKING LOCATIONS WITH USER FOR

WALL MOUNTED ITEMS, SUCH AS, BUT NOT LIMITED TO, TV'S IN ALL ROOMS.

LEGEND

AREA COVERED IN BASE BID. REFER TO BASE BID PLAN

FOR INFORMATION

EXTERIOR PEMB METAL PANEL WALL SYSTEM

CMU WALL

INTERIOR METAL STUD/GYP WALL

RATED WALL ASSEMBLY. REFER TO PARTITION TYPES

FOR ASSOCIATED RATING AND CONSTRUCTION TYPE.

REFER TO WALL PARTITION TYPES, A-601, FOR PARTITION TYPE DESCRIPTION

AND ASSOCIATED RATINGS

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

A2

FLOOR PLAN - BASE BID

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

PLAN NORTH

S U

B M

IT

T

E D

B Y

S

IZ

E

T W

IL

E

Y

A-101

F

IR

S T

F L O

O R

P L A

N

B A

S E

B

ID

W R

IG

H

T -P

A T

T E

R S

O N

A F

B O

H

IO

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

T W

IL

E

Y

R F

U S

S N

E R

R C

U R

R A

N

O C

T O

B E

R

W Q

R B

W Q

R -1

-D

-0

CERTIFIED FINAL SUBMITTAL

F

IR

E -C

R A

S H

R E

S C

U E

S T

A T

IO

N

F /3

P R

O J E

C T

N U

M B

E R

Z

H T

V -3

P

0' 4' 8' 16'

1 TRENCH DRAIN (REFER 'P' DRAWINGS)

2 EMERGENCY EYEWASH STATION (REFER 'P' DRAWINGS)

3 STEEL PIPE BOLLARD, ALIGN BOLLARD EDGE WITH FACE OF DOOR JAMB.

(REFER 'C' DRAWINGS)

4 ALIGN FINISH FACES

5 BUILDING EXPANSION JOINT

6 WALL ANCHORED ROOF ACCESS LADDER

7 FLOOR DRAIN/CLEAN-OUT (REFER 'P' DRAWINGS). SLOPE FLOOR TO TO DRAIN.

8 GALVANIZED STEEL ROOF EDGE SAFETY RAILING AT MECHANICAL EQUIPMENT

PLATFORM ABOVE, 42" A.F.F. TO TOP OF RAILING. ATTACH TO CONCRETE DECK.

REFER TO BUILDING SECTIONS FOR MORE INFORMATION.

9 24"D PREMANUFACTURED, SOLID WOOD PANTRY CABINET WITH ADJUSTABLE

SHELVES. WOOD SPECIES AND FINISH TO MATCH KITCHEN CABINETS. REFER

TO E1/A-411 FOR FURTHER INFORMATION.

10 PERSONAL PROTECTIVE GEAR LOCKER, WALL MOUNTED

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M D

T

F

E B

W

2Q R

B0

1-

FIRST FLOOR

0' - 0"

A-311

A1

A-310

A1

3 4 521

A2

A-301

12"

1"

C2

A-301

APPARATUS BAY

PPE

M RR

KITCHEN / DINING

FITNESS

A-312

A3

6 7

CORR

T/O PEMB

EL. = 22'-0"

T/O/ PEMB

26'-3"

GALVANIZED STEEL

SAFETY RAILING, REFER TO

DETAIL C2/A-301 FOR

TYPICAL DIMENSIONS

9' - 10"

EQEQ

FIRST FLOOR

0' - 0"

A3

A-312

A-310

A7

A B C D EA.5 D.5

E2

A-301

A6

A-312

12"

1"

KITCHEN / DINING

DORM

CORR

DORM

T/O PEMB

12'-0"

T/O PEMB

EL. = 17'-8"

T/O/ PEMB

EL. = 26'-3"

FIRST FLOOR

0' - 0"

ABCDE

A-311

A4

APPARATUS BAY

A-311

A4

OPP

20' - 0"

OPENING

3' - 6" CLR

GALVANIZED STEEL SAFETY RAILING

M A

X

M A

X

EQ. EQ. EQ. EQ. EQ.

48" MAX GALVANIZED STEEL

SAFETY RAILING

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B