VAFB UOQ Dorm - Signed Final Design Drawings.pdf

VANCE AFB

UOQ DORMITORY RENOVATIONS

VANCE AFB, ENID OK

XTLF 19-1012, 1013, 1014, 1015, 1016

SEPTEMBER 25, 2020ISSUED FOR CONSTRUCTION

PROJECT INFORMATION:

Project Name:

Project Location:

Project No:

Issue Date:Project Status:

PROJECT NAME: UOQ DORMITORY RENOVATIONSProject # XTLF 19-1012 - 1016

DATE

DESIGN APPROVED BY

SIGNATUREPRINTED NAMEFUNCTION

THERE IS KNOWN CONTAMINATION IN THE PROJECT AREA.

SPECIAL REQUIREMENTS ARE NEEDED.

THERE IS NO KNOWN CONTAMINATION IN THE PROJECT AREA

USER/FACILITY

MANAGER:

IRP-REMEDIAL PROJECT MANAGER DATE

IRP REMEDIAL PROGRAM (IRP)LEAD BASED PAINT (LBP)

THERE IS NO KNOWN LBP MATERIALS IN THE PROJECT AREA

THIS FACILITY CONTAINS LBP MATERIALS. HOWEVER, NOT IN

THE AREA OF CONSTRUCTION

THIS FACILITY CONTAINS LBP MATERIALS. THAT WILL BE IN

LEFT IN PLACE FOR THIS PROJECT.

THIS FACILITY CONTAINS LBP MATERIALS. THAT WILL BE

REMOVED BY THE AIR FORCE.

THIS FACILITY CONTAINS LBP MATERIALS. THAT WILL BE

REMOVED BY ACM/LBP REMOVAL CONTRACTOR.

THIS FACILITY CONTAINS LBP MATERIALS. THAT WILL BE

REMOVED UNDER THIS CONTRACT.

BASE ENVIRONMENTAL ENGINEER DATE

ASBESTOS CONTAINING MATERIAL (ACM)

THERE IS NO KNOWN ACM MATERIALS IN THE PROJECT AREA

THIS FACILITY CONTAINS ACM MATERIALS. HOWEVER, NOT IN

THE AREA OF CONSTRUCTION

THIS FACILITY CONTAINS ACM MATERIALS. THAT WILL BE IN

LEFT IN PLACE FOR THIS PROJECT.

THIS FACILITY CONTAINS ACM MATERIALS. THAT WILL BE

REMOVED BY THE AIR FORCE.

THIS FACILITY CONTAINS ACM MATERIALS. THAT WILL BE

REMOVED BY ACM/LBP REMOVAL CONTRACTOR.

THIS FACILITY CONTAINS ACM MATERIALS. THAT WILL BE

REMOVED UNDER THIS CONTRACT.

BASE ENVIRONMENTAL ENGINEER DATE

RELEVANT CODE DOCUMENTS

Communications

140 Channel St. Suite 205 Vance AFB, OK 73705

(580) 213-7772 CA# 7864 Expires: JUNE 30, 2020

UNITED STATES AIR FORCE AIR EDUCATION TRAINING COMMAND

VANCE AFB, OK

7ST S5X - ATPM

ENGEINEERING BRANCH

MANAGER ASRC/CEE

JAMES KITE

71 ISS/CE STEPHEN STIMSON

DAVID HATHCOAT

DAWN DEVLIN

ARCHITECTURAL/INTERIORS DESIGN

•Architectural Barriers Act (ABA) Standards (2015)

•IBC 2018 (as amended by UFC 1-200-01)

•IEBC 2018

•NFPA 101 Life Safety Code (2018)

•UFC 1-200-01 DoD Building Code (2019)

•UFC 1-200-02 High Performance and Sustainable Building Requirements

•UFC 3-101-01 Architecture

•UFC 3-110-03 Roofing

•UFC 3-120-10 Interior Design

•UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018)

•Uniform Federal Accessibility Standards (UFAS)

•VAFB Installation Facility Standards

STRUCTURAL DESIGN

•IBC 2018 (as amended by UFC 1-200-01)

•UFC 1-200-01 DoD Building Code (2019)

•UFC 3-301-01 Structural Engineering

•UFC 3-310-04 Seismic Design of Buildings

•UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018)

FIRE PROTECTION DESIGN

•IBC 2018 (as amended by UFC 1-200-01)

•NFPA 1 Fire Code (2018)

•NFPA 72 National Fire Alarm Code (2020)

•NFPA 101 Life Safety code (2018)

•UFC 1-200-01 DoD Building Code (2019)

•UFC 3-600-01 Fire Protection Engineering for Facilities, With Change 2 (2018)

•UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018)

•UFC 4-021-01 Design And O&M: Mass Notification Systems, With Change 1 (2010)

•USACE ECB 2018-17 New Requirements for Visual Notification for Mass Notification Systems (2018)

MECHANICAL/PLUMBING DESIGN

•ANSI B31.8 (1968) and B31.8b (1969) Gar Transmission and Distribution Piping System

•ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality

•ASHRAE 90.1 Energy Standard for Buildings Except Low-Rise Residential Buildings

•Energy Policy Act of 2005

•International Mechanical Code (IMC)

•International Plumbing Code (IPC)

•UFC 1-200-01 DoD Building Code

•UFC 1-200-02 High Performance and Sustainable Building Requirements

•UFC 3-401-01 Mechanical Engineering

•UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

•UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems

•UFC 3-420-01 Plumbing Systems

•UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018)

ELECTRICAL DESIGN

•NFPA 70 National Electric Code

•UFC 1-200-02 High Performance and Sustainable Building Requirements

•UFC 3-501-01 Electrical Engineering

•UFC 3-520-01 Interior Electrical Systems

•UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

•UFC 3-550-01 Exterior Electrical Power Distribution

•UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018)

CIVIL DESIGN

•Architectural Barriers Act (ABA) Standards (2015)

•UFC 3-201-01 Civil Engineering

•UFC 3-210-10 Low Impact Development

•UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018)

•Uniform Federal Accessibility Standards (UFAS)

PROJECT TEAM

PRINCIPAL IN CHARGE

ROBERT DAY, PE, BCEE, NCEES

PROJECT MANAGER

KENT BRAY, PE, PMP

LEAD ARCHITECT OF RECORD

DAVID PHELPS, AIA, NCARB

INTERIOR DESIGN

STEPHANIE PUTZKE, RID, ASSOC. AIA

LEAD CIVIL ENGINEER

ROBERT DAY, PCE, BCEE, NCEES

LEAD STRUCTURAL ENGINEER

LARRY VORBA, PE, PMP

LEAD ELECTRICAL ENGINEER

MATT RUTKOWSKI, PE, NCEES

LEAD MECHANICAL ENGINEER

MIKE OBERMARK, PE, NCEES

LEAD FIRE PROTECTION ENGINEER

JAMES SPRADLING, PE/FPE, NCEES

CONSTRUCTION SERVICES

STEPHEN BURGIN, LEED AP, ASSOC. DBIA

VICINITY MAP KEYPLAN

W

ILLIA

M S A

V E.H

A N C O

C K A

V E.

SA

Y W

E R A

VE

F641

F642

F643

F644

F645

SHEET ISSUE MATRIX

● ISSUED

○ ISSUED FOR REFERENCE ONLY

/2

/2

I S

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

SHEET

NO SHEET TITLE

GENERAL

G-001 COVER SHEET ●

G-002 GENERAL NOTES, ABBREVIATIONS ●

G-003 LOCATION AND HAUL ROUTE ●

G-101 LIFE SAFETY PLAN - F641, F644, F645 ●

G-102 LIFE SAFETY PLAN - F642, F643 ●

CIVIL

CD401 SITE DEMOLITION PLAN - F641 ●

CS401 SITE PLAN - F641 ●

CG401 GRADING PLAN - F641 ●

CU401 UTILITY PLAN - F641 ●

CD402 SITE DEMOLITION PLAN - F642 ●

CS402 SITE PLAN - F642 ●

CG402 GRADING PLAN - F642 ●

CU402 UTILITY PLAN - F642 ●

CD403 SITE DEMOLITION PLAN - F643 ●

CS403 SITE PLAN - F643 ●

CG403 GRADING PLAN - F643 ●

CU403 UTILITY PLAN - F643 ●

CD404 SITE DEMOLITION PLAN - F644 ●

CS404 SITE PLAN - F644 ●

CG404 GRADING PLAN - F644 ●

CU404 UTILITY PLAN - F644 ●

CD405 SITE DEMOLITION PLAN - F645 ●

CS405 SITE PLAN - F645 ●

CG405 GRADING PLAN - F645 ●

CU405 UTILITY PLAN - F645 ●

CS501 SITE DETAILS I ●

CS502 LANDING AND RAMP DETAILS ●

CS503 RAMP AND STAIR DETAILS ●

CS504 LANDING RAMP DETAILS ●

CS505 SITE DETAILS II ●

STRUCTURAL

S-001 GENERAL NOTES AND DIAGRAMS ●

S-002 GENERAL NOTES AND TYPICAL DETAIL ●

S-003 EXISTING BUILDING PLANS ●

S-101 FOUNDATION PLANS ●

S-102 FRAMING PLANS ●

S-501 DETAILS ●

ARCHITECTURAL

AD101 DEMOLITION PLAN - F641, F644, F645 ●

AD102 DEMOLITION PLAN - F642, F643 ●

AD103 DEMOLITION WALL SECTIONS ●

AD104 DEMOLITION WALL SECTIONS ●

A-101 FLOOR PLAN - F641, F644, F645 ●

A-102 FLOOR PLAN - F642, F643 ●

A-105 REFLECTED CEILING PLAN - F641, F644, F645 ●

A-106 REFLECTED CEILING PLAN - F642, F643 ●

A-201 EXTERIOR ELEVATIONS - F641, F644, F645 ●

A-202 EXTERIOR ELEVATIONS - F642, F643 ●

A-301 BUILDING CROSS SECTION ●

A-310 WALL SECTIONS ●

A-401 ENLARGED TYP VESTIBULE ●

A-402 ENLARGED ACC VESTIBULE ●

A-403 ENLARGED TYP UNIT PLANS ●

A-404 ENLARGED ABA UNIT PLANS ●

A-405 ENLARGED STAIR PLANS AND SECTIONS ●

A-510 EXTERIOR DETAILS ●

A-511 EXTERIOR DETAILS ●

A-601 PARTITION, WINDOW, DOOR TYPES & DETAILS ●

A-701 ROOM SCOPE MATRIX - F641 ●

A-702 ROOM SCOPE MATRIX - F642 ●

A-703 ROOM SCOPE MATRIX - F643 ●

A-704 ROOM SCOPE MATRIX - F644 ●

A-705 ROOM SCOPE MATRIX - F645 - FIRST FLOOR ●

A-706 ROOM SCOPE MATRIX - F645 - 2ND FLOOR ●

A-707 BASIS OF DESIGN PHOTOS ●

FIRE PROTECTION

FA001 FIRE ALARM NOTES AND DETAILS ●

FA101 FIRE ALARM PLAN ●

PLUMBING

P-001 PLUMBING NOTES, SYMBOLS, AND ABBREVIATIONS ●

PD101 PLUMBING DEMOLITION PLAN ●

P-101 PLUMBING PLAN ●

P-501 PLUMBING DETAILS ●

P-601 PLUMBING SCHEDULES ●

MECHANICAL

M-001 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONS ●

MD101 MECHANICAL DEMOLITION PLANS ●

M-101 MECHANICAL PLANS ●

M-501 MECHANICAL DETAILS ●

M-601 MECHANICAL SCHEDULES ●

ELECTRICAL

E-001 NOTES, LEGENDS, AND ABBREVIATIONS ●

E-201 ELECTRICAL PLANS ●

E-301 ENLARGED PLANS ●

E-501 LIGHTING SCHEDULES & DETAILS ●

E-601 ELECTRICAL ONE-LINE DIAGRAMS ●

E-602 ELECTRICAL PANEL SCHEDULES ●

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

N

2004 QUAIL CREEK

SUITE 200

WICHITA FALLS, TX 76308

940.767.7478 www.slatx.us

S T

A

TE OF OKLAHOM

A

LIC

ENSED A RCHIT

EC

T

DAVID F.

PHELPS

L

IC

E N

S E

D P

R

O FE S S IO N A

L

E N

G I N

E E

R

O K L A HO M A

LARRY LEE

VORBA

11654

L

IC

E N

S E

D P

R O FE S S IO N A

L

E N

G

IN

E E

R

O K L A HO M A

MICHAEL

DAVID

OBERMARK

17187

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ABA ARCHITECTURAL BARRIERS

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL

WOODW ORK

AWT ACOUSTICAL WALL

TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CPCI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

CY CUBIC YARD

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC W ATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FW C FABRIC WALLCOVERING

G ---------------------g GRAMS

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

K KIPS

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

KSI KIPS PER SQUARE INCH

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MPH MILES PER HOUR

MR MOLD RESISTANT

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OW SJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

R RADIUS

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION TAG

NORTH ARROW W/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

A

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

N

PLAN

NORTH

A101

SIM

A101

A101

1 Ref

R e f

1Ref

R e f

Name

Elevation

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A101 __________________________________________ Room name

THIS PROJECT IS IN SUPPORT OF THE VANCE AFB'S SUSTAINMENT, RESTORATION

AND MODERNIZATION (SRM) PROGRAM AT FACILITIES F641 THROUGH G645. THE

FACILITY IS LOCATED AT VANCE AIR FORCE BASE, ENID, OK. THE MAIN INTENT OF THE

WORK IS TO BRING FIVE (5) OFFICER DORMITORY FACILITIES INTO COMPLIANCE WITH

AIR FORCE AND CODE REQUIREMENTS, BASED ON THE FOLLOWING SCOPE OF WORK:

1. REPLACE EXISTING HVAC SYSTEM WITH PTAC SYSTEM.

2. REPLACE WINDOWS IN EACH ROOM AND EXTERIOR AGGREGATE PANELS NEAR

WINDOW.

3. RENOVATE KITCHENS, INCLUDING REPAIR/REPLACE MOLD DAMAGED ITEMS,

INSTALL ANTI-SCALING SYSTEM, AND INDICATE EXTINGUISHING SYSTEM PER

UFC-3-600-01.

4. RENOVATE BATHROOMS INCLUDING SINKS WITH VANITIES, TOILETS WITH FULL

LIDS, FLOOR TILE, SHOWER FIXTURES, BIDETS IN EIGHT (8) ROOMS PER FACILITY.

5. ENCLOSE BREEZEWAYS, REPAIR STAIRS. DESIGN COMPLIANT WITH ABA.

6. ELECTRICAL PANELS UPGRADED.

7. RENOVATE TW O ROOMS PER FACILITY TO MAKE ACCESSIBLE.

8. ASSESSMENT OF MOLD DAMAGE PROVIDED.

1. ALL MOLD REMEDIATION MUST BE COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

PLEASE SEE MICROBIAL ASSESSMENT FOR FULL MOLD ASSESSMENT AS WELL AS SPECIFICATION

SECTION 02 85 00.

2. ALL CONSTRUCTION SHALL MEET ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES (LATEST

EDITIONS). THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL

COMPLY WITH THESE REQUIREMENTS. A COPY OF CONSTRUCTION MANAGER-APPROVED

CONSTRUCTION DOCUMENTS MUST BE AVAILABLE ON SITE DURING CONSTRUCTION. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTIONS AND/OR THE LATEST

ADOPTED CODE.

3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GENERAL CONDITIONS AND PROJECT

REQUIREMENTS WITH THE CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.

CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND VERIFYING EXISTING CONDITIONS AND

CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION START.

4. ALL CONTRACTORS AND SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE

RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS. FAILURE TO REVIEW ALL

CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS OR SUBCONTRACTORS FROM

PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION ON THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS AT TIME OF BID. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK PERFORMED BY OTHER SUBCONTRACTORS. ANY DISCREPANCIES SHALL BE BROUGHT TO

THE CONSTRUCTION MANAGER'S ATTENTION BEFORE PROCEEDING WITH WORK

5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. ARCHITECTURAL DRAWINGS

TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS

PROVIDED. IF ANY ERRORS OR OMISSIONS APPEAR IN CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AND ARCHITECT IN WRITING OF SUCH ERRORS OR OMISSIONS.

THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS, AND CONFIRM W ORK IS BUILDABLE AS SHOWN. DO NOT SCALE OFF PLANS.

6. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN, AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR REMOVAL AND DISPOSAL OF ALL TRASH IN ACCORDANCE WITH LOCAL JURISDICTIONAL

AUTHORITIES.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED SPECIAL INSPECTIONS.

8. THE CONTRACTOR IS TO VERIFY THAT THE EXTERIOR STUD WALLS AND EXTERIOR SHEATHING

BETWEEN THE APARTMENT UNITS AND THE VESTIBULE ARE CONTINUOUS FROM FLOOR TO

STRUCTURE ABOVE. CONTRACTOR IS TO PATCH OR FILL VOIDS WHERE PIPES OR DUCTS HAVE BEEN

REMOVED, WITH 1 HOUR RATED CONSTRUCTION OR FIRE STOPPING MATERIALS.

9. AT SECOND FLOOR PENETRATIONS WHERE PIPING IS BEING REMOVED PROVIDE 1 HOUR FIRE

STOPPING MATERIAL.

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DATE:

PROJECT NO.:

CHECKED BY:

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

UOQ DORMITORY RENOVATIONS

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

G E

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G-002

GARCETE GARCETE

SEPTEMBER 25, 2020

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

S T

A

TE OF OKLAHOM

A

LIC

ENSED A RCHIT

EC

T

DAVID F.

PHELPS

R e v is io n

N u m b e r

D e s c ri p ti o n

D a te

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B72

B75

FOX DR.

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THIS GATE ENTRANCE

ONLY, NO EXIT

YOUNG RD.

YOUNG R

D.

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M R

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G O

T T

R D

F645

F641

F642

F643

F644

NO

EXIT

THIS GATE EXIT ONLY, NO

CONSTRUCTION ENTRANCE.

OVERALL PROJECT MATERIAL

STORAGE AND STAGING AREA

ELAM

RD.

47TH EAST WEST ROAD

F641

F642

F643

F644

F645

EXISTING PARKING LOT

EXISTING PARKING LOT

EXISTING PARKING LOT

EXISTING PARKING LOT

EXISTING PARKING LOT

FACILITY STAGING AREA (TYP.)

NSCALE:

LOCATION AND HAUL ROUTE

1" = 400'-0"1

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

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AF

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DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

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DAY

12532LI

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PROFESSIONAL

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OKL A HOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

G-003

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PRIMARY HAUL ROUTE.

SECONDARY HAUL ROUTE TO BE USED ONLY WHEN PRIMARY ROUTE GATE IS

CLOSED.

POV ONLY LANE

PROJECT LOCATION. F641 - F645

FACILITY 288 CIVIL ENGINEERING INCLUDING CONSTRUCTION MANAGEMENT.

FACILITY 200 PROCUREMENT.

FACILITY 72 VISITOR'S CENTER, USE FOR PASS APPROVAL PRIOR TO BEGINNING

WORK.

FACILITY 75 COMMERCIAL VEHICLE INSPECTION.

PROJECT LOCATION

PRIMARY INDUSTRIAL INSPECTION ENTRY

SECONDARY BASE ENTRY AND ALL VEHICLE EXIT ROUTE

POV BASE ENTRY ONLY (RESTRICTED HOURS)

LEGEND

KEYNOTES

1. APPROVED HAUL AND ACCESS ROUTES ARE NOTED ON THE PLAN. THE CONTRACTOR

SHALL USE ONLY ACCESS ROUTES THAT ARE PREVIOUSLY APPROVED BY CONSTRUCTION

MANAGEMENT.

2. CONSTRUCTION MANAGERS OFFICE IS LOCATED ON THE FIRST FLOOR NORTH-WEST

CORNER OF BUILDING 288

3. CONTRACTING/LOCAL PURCHASE IS LOCATED IN BUILDING 200 FIRST FLOOR SOUTH-WEST

CORNER OF BUILDING.

4. REFER TO SPEC SECTION 010000 - GENERAL PROVISIONS FOR BASE ACCESS

PROCEDURES AND RULES.

5. EXECUTION OF WORK DESCRIBED WITHIN THIS PLAN SET SHALL BE IAW 48 CFR SUBPART

25.2 - BUY AMERICAN - CONSTRUCTION MATERIALS AND ALL SUBSEQUENT PARTS RELATED

TO SUCH REFERENCE.

6. LAYDOWN AREA SHALL BE COORDINATED THROUGH CONSTRUCTION MANAGER

GENERAL NOTES

0 400' 800'

SCALE: 1" = 400'-0"

G-003

NSCALE:

FACILITY STORAGE AREA

1" = 100'-0"2 0 100' 200'

SCALE: 1" = 100'-0"

FACILITY STORAGE AREA NOTES

1. THE CONTRACTOR MAY USE THE EXISTING PARKING LOT AS AN INDIVIDUAL FACILITY STORAGE AREA. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE SURE THE PROPERTY IS NOT DAMAGED AND

IS ACCESSIBLE FOR EMERGENCY VEHICLES AT ALL TIMES.

2. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS

NECESSARY TO AVOID PROPERTY DAMAGE TO THE PROPERTY AND PARKING LOT DURING THE

CONSTRUCTION PHASES OF THIS PROJECT. ALL REPAIRS AND REPLACEMENTS SHALL BE AT CONTRACTOR'S

SOLE EXPENSE.

DN

TYPICAL VESTIBULE

F641.6 F644.6 F645.6

ACCESSIBLE VESTIBULE

F641.5

F644.5 DOOR OPPOSITE SIDE

F645.5

TYPICAL VESTIBULE

F641.3 F644.3 F645.3

TYPICAL VESTIBULE

F641.2

F644.2 DOOR OPPOSITE SIDE

F645.2 DOOR OPPOSITE SIDE

TYPICAL VESTIBULE

F641.1

F644.1 DOOR OPPOSITE SIDE

F645.1

UNIT 101 UNIT 102

UNIT 103 UNIT 104

UNIT 105 UNIT 106

UNIT 107 UNIT 108

UNIT 109 UNIT 110

UNIT 111 UNIT 112

UNIT 113

UNIT 114

UNIT 115

UNIT 116

UNIT 117 UNIT 118

UNIT 119 UNIT 120

NIC

TYPICAL EGRESS

CAPACITY 36"

OPENING = 8

TYPICAL EGRESS

CAPACITY 69"

OPENING = 14

PATH A

PATH B

TYPICAL VESTIBULE

F641.6 F644.6 F645.6

ACCESSIBLE VESTIBULE

F641.5 F644.5 F645.5

TYPICAL VESTIBULE

F641.3 F644.3 F645.3

TYPICAL VESTIBULE

F641.2 F644.2 F645.2

TYPICAL VESTIBULE

F641.1 F644.1 F645.1

UNIT 201 UNIT 202

UNIT 203 UNIT 204

UNIT 205 UNIT 206

UNIT 207 UNIT 208

UNIT 209 UNIT 210

UNIT 211 UNIT 212

UNIT 213 UNIT 214

UNIT 215 UNIT 216

UNIT 217 UNIT 218

UNIT 219 UNIT 220

NIC

PATH B

APPLICABLE CODES

SEE SHEET G-001 RELEVANT CODE DOCUMENTS

USE AND OCCUPANCY CLASSIFICATION - IBC CHAPTER 3

RESIDENTIAL (R-2) SECTION 306

GENERAL BUILDING INFORMATION - IBC

GENERAL BUILDING HEIGHTS AND AREAS - IBC CHAPTER 5

CODE INFORMATION

CONSTRUCTION TYPE: IIB

NON-SPRINKLERED

MEANS OF EGRESS - NFPA 101

EGRESS W IDTH - WITH NON-SPRINKLER

EGRESS COMPONENTS STAIRS

57 OCCUPANTS X 0.3 = 17.1 INCHES REQUIRED

42 INCHES PROVIDED

EGRESS COMPONENTS EXTERIOR DOORS

57 OCCUPANTS X 0.2 = 11.4 INCHES REQUIRED

168 INCHES PROVIDED IN 3 EXITS

REQUIRED NUMBER OF MEANS OF ESCAPE

1 PRIMARY AND 1 SECONDARY REQUIRED

FOR ACCESSIBLE UNITS AT LEAST ONE UNIT MEANS OF EGRESS SHALL BE

ACCESSIBLE PER ABA SECTION F202.2

EXIT ACCESS TRAVEL DISTANCE

200' (NON-SPRINKLERED) MAXIMUM

102'-6" MAXIMUM PROVIDED

DEAD END CORRIDORS - IBC 2015 SECTION 1020.4

NO DEAD END CORRIDORS IN EXCESS OF 50'

PROVIDE MINIMUM 1 FC EMERGENCY LIGHTING ALONG PATHS OF EXIT ACCESS

PLUMBING SYSTEMS - IBC CHAPTER 29

SAFETY GLAZING - CHAPTER 24

ALL GLAZING SHALL MEET REQUIREMENTS OF SECTION 2406

AND SHALL PASS THE TEST REQUIREMENTS OF CPSC 16

CFR 1201. ALL GLAZING SHALL BE A MINIMUM CATEGORY II.

INTERNATIONAL MECHANICAL CODE - SECTION 403

VENTILATION SYSTEMS SHALL BE DESIGNED TO HAVE THE

CAPACITY TO SUPPLY THE MINIMUM OUTDOOR AIR FLOW RATE

DETERMINED IN ACCORDANCE WITH TABLE 403.3 BASED ON

THE OCCUPANCY OF THE SPACE AND THE OCCUPANT LOAD OR

OTHER PARAMETER AS STATED THEREIN.

WATER CLOSETS: (1) PER DW ELLING UNIT

LAVATORIES: (1) PER DW ELLING UNIT

SHOWERS: (1) PER DW ELLING UNIT

SERVICE SINK: (1) KITCHEN SINK PER DWELLING UNIT

(1) AUTOMATIC CLOTHES WASHER CONNECTION

PER 20 DWELLING UNITS

PRIMARY STRUCTURAL FRAME 0 IBC 2018 TABLE 601

BEARING WALLS

EXTERIOR 0 IBC 2018 TABLE 601

INTERIOR 0 IBC 2018 TABLE 601

NON-BEARING WALLS AND PARTITIONS

EXTERIOR 0 IBC 2018 TABLE 601

(1-HR EXTERIOR BARRIER WALL AT VESTIBULE)

INTERIOR 0 IBC 2018 TABLE 601

(1-HR INTERIOR DWELLING UNIT SEPARATION REQUIRED)

FLOOR CONSTRUCTION

( 1-HR BARRIER SEPARATION BETW EEN FLOORS)

AND SECONDARY MEMBERS 0 IBC 2018 TABLE 601

ROOF CONSTRUCTION

AND SECONDARY MEMBERS 0 IBC 2018 TABLE 601

SHAFT ENCLOSURES 0 NFPA SECTION 8.6.5 (2)

FIRE RESISTANCE RATING REQUIREMENTSREQUIRED OCCUPANT LOAD FOR EGRESS - NFPA 101

ALLOWABLE AND PROVIDED BUILDING HEIGHT - TABLE 504.3

RESIDENTIAL (R-2) ALLOWABLE = 55'-0" PROVIDED = 22'-0"

ALLOWABLE AND PROVIDED STORIES - TABLE 504.4

RESIDENTIAL (R-2) ALLOWABLE = 4 PROVIDED = 2

ALLOWABLE AREA - TABLE 506.2

RESIDENTIAL (R-2) ALLOWABLE = 16,000 SQ FT PROVIDED = 11,353 SQ FT

APARTMENT BUILDINGS 332 AT 200 PER = 2 OCCUPANTS PER DWELLING UNIT

PORTABLE FIRE EXTINGUISHERS - SECTION 906

EACH DWELLING UNIT TO BE EQUIPPED WITH A PORTABLE FIRE

EXTINGUISHER - GFGI

BATTERY BACKED UP EXIT SIGN / EMERGENCY LIGHT

FIRE BARRIER - 1 HR Fire Rating

FIRE BARRIER - 2 HR Fire Rating

FIRE WALL SYMBOLS:

LIFE SAFETY SYMBOLS

BATTERY BACKED UP EMERGENCY LIGHT

PATH OF TRAVEL

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DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

UOQ DORMITORY RENOVATIONS

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

L

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L A

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F

F

G-101

WALLACE GARCETE

SEPTEMBER 25, 2020

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

S T

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TE OF OKLAHOM

A

LIC

ENSED A RCHIT

EC

T

DAVID F.

PHELPS

W

ILLIAM

S AV

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AV

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AYW

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A

V E.

F642

F641

F643

F644

F645

KEYPLAN

3/32" = 1'-0"1

FIRST FLOOR LIFE SAFETY PLAN - F641, F644, F645

3/32" = 1'-0"2

SECOND FLOOR LIFE SAFETY PLAN - F641, F644, F645

0 4' 8' 16' 24'

0 4' 8' 16' 24' N

N

EGRESS PATH SCHEDULE

PATH A 58'-0"

PATH B 76'-9"

R e v is io n

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DN

TYPICAL VESTIBULE

F642.6

F643.6 DOOR OPPOSITE SIDE

ACCESSIBLE VESTIBULE

F642.4

F643.4 DOOR OPPOSITE SIDE

TYPICAL VESTIBULE

F642.2 F643.2

TYPICAL VESTIBULE

F642.1 F643.1

TYPICAL VESTIBULE

F642.5

F643.5 DOOR OPPOSITE SIDE

UNIT 101 UNIT 102

UNIT 103 UNIT 104

UNIT 105 UNIT 106

UNIT 107 UNIT 108

UNIT 109

UNIT 110

UNIT 111

UNIT 112

UNIT 113 UNIT 114

UNIT 115 UNIT 116

UNIT 117 UNIT 118

UNIT 119 UNIT 120

NIC

TYPICAL EGRESS

CAPACITY 36"

OPENING = 8

TYPICAL EGRESS

CAPACITY 69"

OPENING = 14

PATH A

PATH B

TYPICAL VESTIBULE

F642.6 F643.6

ACCESSIBLE VESTIBULE

F642.4 F643.4

TYPICAL VESTIBULE

F642.2 F643.2

TYPICAL VESTIBULE

F642.1 F643.1

TYPICAL VESTIBULE

F642.5 F643.5

UNIT 201 UNIT 202

UNIT 203 UNIT 204

UNIT 205 UNIT 206

UNIT 207 UNIT 208

UNIT 210

UNIT 212

UNIT 213 UNIT 214

UNIT 215 UNIT 216

UNIT 217 UNIT 218

UNIT 219 UNIT 220

UNIT 209

UNIT 211

PATH B

BATTERY BACKED UP EXIT SIGN / EMERGENCY LIGHT

FIRE BARRIER - 1 HR Fire Rating

FIRE BARRIER - 2 HR Fire Rating

FIRE WALL SYMBOLS:

LIFE SAFETY SYMBOLS

BATTERY BACKED UP EMERGENCY LIGHT

PATH OF TRAVEL

V A

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DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

UOQ DORMITORY RENOVATIONS

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

L

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F

G-102

WALLACE GARCETE

SEPTEMBER 25, 2020

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

S T

A

TE OF OKLAHOM

A

LIC

ENSED A RCHIT

EC

T

DAVID F.

PHELPS

W

ILLIAM

S AV

E.H

A N C

O C K

AV

E.

S

AYW

ER

A

V E.

F642

F641

F643

F644

F645

KEYPLAN

3/32" = 1'-0"1

FIRST FLOOR LIFE SAFETY PLAN - F642, F643

3/32" = 1'-0"2

SECOND FLOOR LIFE SAFETY PLAN - F642, F643

0 4' 8' 16' 24'

0 4' 8' 16' 24' N

N

EGRESS PATH SCHEDULE

PATH A 58'-0"

PATH B 76'-9"

R e v is io n

N u m b e r

D e s c ri p ti o n

D a te

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/2 /2

R D x

R D x

RD

x

RD x

RD

x

R D x

R D x

XXX

XXX

W

WW

W

F641 F6

.1

F6

.2

F6

.3

F6

.4

F6

.5

F6

.6

3 3 3

REMOVE PAVEMENT MARKINGS

25'

25' 25'

6 6

9 9 9

9 9

4'

4'

4'

4'

4'

NSCALE:

SITE DEMOLITION PLAN - F641

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

REMOVE CONCRETE SIDEWALL AND STEPS

REMOVE CONCRETE ACCESSIBLE RAMP

SAW-CUT FULL DEPTH AND PROVIDE A CLEAN FINISH

REMOVE EXISTING SIGN

REMOVE PAVEMENT MARKINGS

PARTIAL UTILITY LINE REMOVAL - RE: CU401-CU405

CURB AND GUTTER REMOVAL

REMOVE TRANSFORMER

DE-ENERGIZE AND REMOVE BUILDING ELEC PANEL

REMOVE LANDSCAPE ROCK FOR INSTALLATION OF

ELECTRICAL CONDUIT - RE: CU401-CU405

REMOVE EXISTING SIDEWALK TO THE NEAREST JOINT

KEY NOTES:

DEMOLITION LEGEND:DEMOLITION NOTES:

REMOVE CONCRETE CURB AND GUTTER

REMOVE CONCRETE SIDEWALK FULL DEPTH

REMOVE ASPHALT PAVEMENT FULL DEPTH

REMOVE AND REPLACE ROCK (STOCKPILE FOR RE-USE)

1. PRIOR TO ANY WORK, CONTRACTOR SHALL CONTACT A

UTILITY LOCATE COMPANY TO FIELD VERIFY ALL EXISTING

UTILITIES.

2. PROVIDE UTILITY POTHOLE TO DETERMINE EXISTING UTILITY

BURY DEPTH UNDER PROPOSED FOUNDATIONS.

3. CONTRACTOR SHALL ABIDE BY ALL FEDERAL, STATE, AND

LOCAL CODES FOR THE DEMOLITION AND DISPOSAL OF ALL

MATERIALS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

DISPOSAL OF ALL TRASH AND BUILDING MATERIALS. ALL

WASTE MATERIAL GENERATED BY DEMOLITION AND

CONSTRUCTION ACTIVITIES SHALL BE HAULED OFF-SITE TO A

LEGAL DUMP SITE AND DEPOSITED AT THE CONTRACTORS

EXPENSE. THE HAUL ROUTE SHALL BE MAINTAINED FREE OF

DEBRIS, MUD, ROCK, AND TRASH AT ALL TIMES.

5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE

ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY

DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. THE

MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY

WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS.

UNDER NO CIRCUMSTANCES SHALL BLACK PAINT BE USED TO

COVER EXISTING PAVING MARKINGS, OR MISTAKES IN

STRIPING.

R ev is io n N um be r D es cr ip tio n D at e

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NC

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VA

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DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F641

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

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9/

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DAY

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PROFESSIONAL

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G

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OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CD401

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F6

W

WW

W

F641 F6

.1

F6

.2

F6

.3

F6

.4

F6

.5

F6

.6

.5

6.

6'

6'

TY

P.

10'

TYP.

6'

9'

TY

P.

6'

TYP.

6.

5'

7'

TYP.

5'

9'

5 15 10

TYP.

1 1

TYP.

8'6'

TYP.

6.

5' 11'

6'

7'

TYP.

7'

5.

25 25

25 25

L=8'

8.5'

27 27

27 27

5'

6.

6'

TY

P.

28 TYPICAL

5 PLACES

29 TYP. ALL

CANOPIES

30 TYP. AT ROOF

DRAIN TIE-INS

26 26

13 13

TYP.

13 13

NSCALE:

SITE PLAN - F641

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

NEW 36-INCH CORRIDOR VESTIBULE EXTENSION WITH

ABA DOUBLE SWING DOORS - RE: A-401 & A-402

NEW CANOPY OVERHANG ( TYPICAL )

5 - FOOT LANDING ( 2% MAX. SLOPE )

NEW EXTERIOR LANDING WITH 3 STEPS AND HANDRAILS

NEW EXTERIOR LANDING WITH 2 STEPS AND HANDRAILS

SLOPE SIDEWALK TO STAIR ( 5% MAX.SLOPE )

NEW 7 - FOOT SIDEWALK WITH 3 STAIR STEPS WITH TWO

HANDRAILS

NEW 7 - FOOT SIDEWALK WITH 2 STAIR STEPS WITH TWO

HANDRAILS

NEW ACCESSIBLE RAMP WITH HANDRAILS ( MAX. RAMP

SLOPE 8.33% OR 12:1 )

NEW EXTERIOR LANDING WITH SIDEWALK RAMP

NEW SIDEWALK CONCRETE - RE: 2/CS501

NEW CURB TRANSITION ( FROM 0” TO 6” ). CURB

TRANSITION IS 6' UNLESS NOTED OTHERWISE

MEET AND MATCH PAVEMENT FLUSH

EXISTING SIDEWALK TO REMAIN

SAW-CUT AND REMOVE A PORTION OF EXISTING

SIDEWALK FOR NEW LANDING FOUNDATION. REPLACE

SIDEWALK AS REQUIRED ( TYPICAL )

REMOVE EXISTING RAMP AND REPLACE WITH ASPHALT

PAVEMENT (RE: 1 / CS501) OR CONCRETE OPTION (10 /

CS501) COORDINATE WITH CONSTRUCTION MANAGER.

NEW 6 - INCH HIGH CURB AND GUTTER

NEW ACCESSIBLE SIGN & POST - RE: 8/CS501

NEW ACCESSIBLE PAVEMENT SYMBOL - RE: 6/CS501

NEW ABA VAN ACCESSIBLE PARKING - RE: 9/CS501

NEW 4' X 2' DETECTABLE WARNING TRUNCATED DOMES

NEW ACCESSIBLE 4-INCH AISLE STRIPING WITH DIAGONAL

STRIPE AT 2-FOOT ON CENTER ( COLOR ACCESSIBLE

BLUE )

NEW 4-INCH WIDE ACCESSIBLE BLUE PAINT STRIPE

NEW 4-INCH WIDE WHITE PAINT STRIPE

NEW EGRESS DOOR - RE: A-101 & A-102

5' x 3.67' CONCRETE STOOP AT EGRESS DOOR

LANDSCAPE ROCK REPAIR - RE: CU401-CU405

NEW 4'-6" L x 2'-6" W CONCRETE PAD WITH MINI-SPLIT

OUTDOOR UNITS - RE: CU401-CU405

NEW CANOPY DOWNSPOUT

NEW SIDEWALK PANEL

KEY NOTES: KEY NOTES CONTINUED: KEY NOTES CONTINUED:

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

E

AF

B

UO

Q

DO

RM

IT

OR

Y

RE

NO

VA

TI

ON

S

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F641

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

ED

F

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9/

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DAY

12532LI

C

E N

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PROFESSIONAL

EN

G

IN

E

E R

OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CS401

SI

TE

P

LA

N

- F

SDx SDx SDx SDx SDx SDx

SD x

SD x

R D x

R D x

RD

x

RD x

RD

x

R D x

R D x

W

WW

W

F641 F6

.1

F6

.2

F6

.3

F6

.4

F6

.5

F6

.6

1289.31 1289.36 1289.36

1289.32 1289.32

1287.961288.351288.641288.361288.33

1289.29

1288.741288.621288.431288.38

1288.02

1288.12

1287.99

1288.32

1288.61

1288.54 1288.72

-1 .4%

-0.5%

-4 .1

1289.25

1289.31

1289.30 1289.30

1289.32

1289.261288.31

12:1

MAX.

RAMP

12:1

RAMP

12:1

1288.39

1288.00

1289.32

1289.36

1289.00 1289.22

1289.20

1288.42

1289.36

CURB INLET (TYP.)

RE: NOTE 3 & DETAIL

11 / CS501

1289 1289

3 TYPICAL ROOF

DRAIN TIE-INS

CANOPY

DOWNSPOUT

TYP.

WYE

2 2

EXISTING 15" CMP

STORM PIPE

NSCALE:

GRADING PLAN - F641

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

GRADING LEGEND:

NEW SPOT ELEVATION

EXISTING SPOT ELEVATION

APPROXIMATE LIMITS OF SOD

INLET PROTECTION RE: 11/CS501

1289.30

1289.10

GRADING NOTES:

1. PROVIDE AND INSTALL SOLID SOD IN ALL DISTURBED GRASS

AREAS.

2. MAXIMUM FINISH GRADES SHALL NOT EXCEED 3:1 SLOPE.

3. PROVIDE EROSION SEDIMENT PROTECTION AT CURB INLET

FOR THE DURATION OF GRADING ACTIVITIES AND UNTIL SOD

IS STABILIZED - RE: 11 / CS501

NEW CANOPY ROOF DRAIN - REFER TO DETAIL 1 / CS505

6-INCH ROOF DRAIN PIPE SCHEDULE 40 PVC WITH

APPROPRIATE PIPE FITTINGS. 12-INCH MIN. BURY DEPTH

AND 50:1 (2%) MINIMUM PIPE SLOPE.

CONNECT NEW 6-INCH ROOF DRAIN TO EXISTING 15"

CORRUGATED METAL STORM PIPE. USE INSERTA TEE

FOR STORM PIPE TIE-IN OR APPROVED EQUAL.

6-INCH ROOF DRAIN PIPE ( SCH. 40 PVC ) UNDER

LANDING FOUNDATION FOOTING. BURY DEPTH OF PIPE

SHALL CLEAR BOTTOM OF FOOTING 6-INCH MINIMUM.

PROVIDE MINIMUM PIPE SLOPE 50:1 (2%) .

KEY NOTES:

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

E

AF

B

UO

Q

DO

RM

IT

OR

Y

RE

NO

VA

TI

ON

S

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F641

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

ED

F

O R

C O

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TI

O N

9/

/2

ROBERT L.

DAY

12532LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CG401

GR

AD

IN

G

PL

AN

x

R D x

RD

x

RD x

RD

x

R D x

R D x

W

WW

W

F641 F6

.1

F6

.2

F6

.3

F6

.4

F6

.5

F6

.6

XFMR

XFMR

ES

ES

ES

ES

ES

ES

ES

ES

ES

X4X5

1 1 1

1 1

X1

X3

3 3X1

U1

U2 U2 U2

X8

U1

X3X9 X1

U1

X4

X6

X2

X7

X7

TYP.

TYP.

X5

4' 4' 4'

X8

5 TRANSFORMER 2

5 TRANSFORMER 1

PANEL A

PANEL B

PANEL C

PANEL D

PANEL N

PANEL F

PANEL G

PANEL J

PANEL K

PANEL L

PANEL M

7 6

8 8

8 8

ODU-1 ODU-2 ODU-3

ODU-4 ODU-5

10 TYPICAL

5 PLACES

11 11 11

U1 U1

EXISTING WATER SUPPLY LINE

EXISTING DOMESTIC HOT WATER "CIRCULATION" LINES

EXISTING WATER SERVICE LINE

EXISTING 15 - INCH STORM PIPE

EXISTING TYPE II CATCH BASIN INLET (8' L x 3.5' W)

EXISTING GAS PIPE (SIZE UNKNOWN) - USE CAUTION

EXISTING COMMUNICATION LINE - USE CAUTION

EXISTING UG POWER (SECONDARY) - USE CAUTION

EXISTING ROOF DRAIN

NOT USED

NEW 36-INCH CORRIDOR VESTIBULE EXTENSION WITH ABA

DOUBLE SWING DOORS - RE: A-401 & A-402

NEW EXTERIOR LANDING WITH STAIRS - RE: CS101-CS105

NEW SIDEWALK WITH STAIRS - RE: CS101-CS105

NEW ACCESSIBLE RAMP WITH HANDRAILS

NEW TRANSFORMER- RE: E-201

NEW ELECTRICAL CONDUIT AND CONDUCTOR- RE: E-601

EXISTING ELECTRICAL CONDUIT AND NEW CONDUCTOR

REMOVE AND REPLACE LANDSCAPE ROCK FOR

INSTALLATION FOR ELECTRICAL CONDUIT. MATCH NEW

ROCK WITH LIKE KIND.

SAW-CUT AND REMOVE CONCRETE. REPLACE CONCRETE

RE: 1 / S-002 (TYPICAL EACH CORRIDOR)

NEW 4'-6" L x 2'-6" W CONCRETE PAD WITH MINI-SPLIT

OUTDOOR UNITS - RE: 2 / S-002

NEW ROOF DRAIN PIPE - RE: CG101- CG105

PROTECT UTILITY LINE WITH "PVC PROTECTION SLEEVES"

AS MANUFACTURED BY BINGHAM & TAYLOR OR

APPROVED EQUAL.

VERIFY UTILITY LOCATION AND DEPTH. REROUTE UTILITY

AS REQUIRED. FOR RELOCATED UTILITY REMOVE THE

EXISTING LINE.

X1

KEY NOTES: KEY NOTES CONTINUED:

X2

X3

X4

X5

X6

X7

X8

X9

X10

U1

U2

UTILITY NOTES CONTINUED:

3. EXISTING UTILITY LOCATIONS ARE SHOWN APPROXIMATELY

AND ARE FOR GENERAL INFORMATION PURPOSES ONLY. THE

CONTRACTOR IS TO VERIFY THE LOCATION, DEPTH AND

INVERT OF ALL EXISTING UTILITIES AND FACILITIES.

4. NO EXISTING UTILITIES SHALL REMAIN UNDER THE NEW

CORRIDOR VESTIBULE EXTENSION. ANY EXISTING UTILITY

UNDER THE NEW BUILDING SLAB OR FOUNDATION WITH THE

EXCEPTION OF SERVICE LINES SHALL BE RE-ROUTED.

5. ALL EXISTING PRESSURE PIPES OR GRAVITY FLOW PIPES

UNDER NEW LANDING, STAIR OR RAMP FOUNDATIONS SHALL

HAVE A MINIMUM CLEARANCE OF ONE FOOT. PROVIDE AND

INSTALL PIPE PROTECTION IF MINIMUM CLEARANCE IS

UNATTAINABLE.

6. TRANSFORMER PROVIDED BY CONTRACTOR. CONTRACTOR

TO CONSTRUCT TRANSFORMER PAD AND PROVIDE AND

INSTALL CONDUIT AND CONDUCTOR TO EACH PANEL. REFER

TO E-601 FOR ELECTRICAL DIAGRAM. RE 2 / CS505 FOR

TRENCHING DETAIL.

KEY NOTES CONTINUED:

UTILITY NOTES:

1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE

PLANS ARE BASED ON INFORMATION PROVIDED BY THE

GOVERNMENT AND FIELD SURVEY. UTILITY LOCATES ARE

PROVIDED BY THE BASE. UTILITY LOCATES TO BE

COORDINATED WITH CONSTRUCTION MANAGER 14 DAYS

PRIOR TO EXCAVATION.

2. DOMESTIC WATER LINES SHOWN ON 1995 AS-BUILT

DRAWINGS, PROJECT NO. XTLF-96-1036, PROJECT NAME:

REPLACE WATER PIPING OUPH'S INDICATE A MINIMUM WATER

LINE BURY DEPTH OF 3-FOOT.

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

E

AF

B

UO

Q

DO

RM

IT

OR

Y

RE

NO

VA

TI

ON

S

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F641

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

9/

/2

ROBERT L.

DAY

12532LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CU401

UT

ILI

TY

P

LA

N

- F

NSCALE:

UTILITY PLAN - F641

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

RD

x

R D x

R D x

R D x

RD

x

E

XXX

XXX

W

F642 F6

.1

F6

.2 F6

.3

F6

.4

F6

.5

F6

.6

3 3

3 3 3

REMOVE PAVEMENT MARKINGS

25'

25'

9 9

9 9 9

4'

4'

4'

4'

4'

1111111111

NSCALE:

SITE DEMOLITION PLAN - F642

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

REMOVE CONCRETE SIDEWALL AND STEPS

REMOVE CONCRETE ACCESSIBLE RAMP

SAW-CUT FULL DEPTH AND PROVIDE A CLEAN FINISH

REMOVE EXISTING SIGN

REMOVE PAVEMENT MARKINGS

PARTIAL UTILITY LINE REMOVAL - RE: CU401-CU405

CURB AND GUTTER REMOVAL

REMOVE TRANSFORMER

DE-ENERGIZE AND REMOVE BUILDING ELEC PANEL

REMOVE LANDSCAPE ROCK FOR INSTALLATION OF

ELECTRICAL CONDUIT - RE: CU401-CU405

REMOVE EXISTING SIDEWALK TO THE NEAREST JOINT

KEY NOTES:

DEMOLITION LEGEND:DEMOLITION NOTES:

REMOVE CONCRETE CURB AND GUTTER

REMOVE CONCRETE SIDEWALK FULL DEPTH

REMOVE ASPHALT PAVEMENT FULL DEPTH

REMOVE AND REPLACE ROCK (STOCKPILE FOR RE-USE)

1. PRIOR TO ANY WORK, CONTRACTOR SHALL CONTACT A

UTILITY LOCATE COMPANY TO FIELD VERIFY ALL EXISTING

UTILITIES.

2. PROVIDE UTILITY POTHOLE TO DETERMINE EXISTING UTILITY

BURY DEPTH UNDER PROPOSED FOUNDATIONS.

3. CONTRACTOR SHALL ABIDE BY ALL FEDERAL, STATE, AND

LOCAL CODES FOR THE DEMOLITION AND DISPOSAL OF ALL

MATERIALS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

DISPOSAL OF ALL TRASH AND BUILDING MATERIALS. ALL

WASTE MATERIAL GENERATED BY DEMOLITION AND

CONSTRUCTION ACTIVITIES SHALL BE HAULED OFF-SITE TO A

LEGAL DUMP SITE AND DEPOSITED AT THE CONTRACTORS

EXPENSE. THE HAUL ROUTE SHALL BE MAINTAINED FREE OF

DEBRIS, MUD, ROCK, AND TRASH AT ALL TIMES.

5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE

ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY

DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. THE

MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY

WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS.

UNDER NO CIRCUMSTANCES SHALL BLACK PAINT BE USED TO

COVER EXISTING PAVING MARKINGS, OR MISTAKES IN

STRIPING.

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

E

AF

B

UO

Q

DO

RM

IT

OR

Y

RE

NO

VA

TI

ON

S

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F642

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

9/

/2

ROBERT L.

DAY

12532LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CD402

SI

TE

D

EM

OL

IT

IO

N

PL

AN

E

F642 F6

.1

F6

.2 F6

.3

F6

.4

F6

.5

F6

.6

6'

6'

TY

P.

10'

TYP.

7'

9'

11' 5' 9'

TY

P.

6'

TYP.

6.

7'

TYP.

TYP.

5' 8.

6'

TYP.

8'

147'

TYP.

25 25

25 25

TYP.

13 13

L=7.5'

7.2'

27 27

27 27 27

5.

28 TYPICAL

5 PLACES

29 TYP. ALL

CANOPIES

30 TYP. AT ROOF

DRAIN TIE-INS

13 13 13

TYP.

NSCALE:

SITE PLAN - F642

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

NEW 36-INCH CORRIDOR VESTIBULE EXTENSION WITH

ABA DOUBLE SWING DOORS - RE: A-401 & A-402

NEW CANOPY OVERHANG ( TYPICAL )

5 - FOOT LANDING ( 2% MAX. SLOPE )

NEW EXTERIOR LANDING WITH 3 STEPS AND HANDRAILS

NEW EXTERIOR LANDING WITH 2 STEPS AND HANDRAILS

SLOPE SIDEWALK TO STAIR ( 5% MAX.SLOPE )

NEW 7 - FOOT SIDEWALK WITH 3 STAIR STEPS WITH TWO

HANDRAILS

NEW 7 - FOOT SIDEWALK WITH 2 STAIR STEPS WITH TWO

HANDRAILS

NEW ACCESSIBLE RAMP WITH HANDRAILS ( MAX. RAMP

SLOPE 8.33% OR 12:1 )

NEW EXTERIOR LANDING WITH SIDEWALK RAMP

NEW SIDEWALK CONCRETE - RE: 2/CS501

NEW CURB TRANSITION ( FROM 0” TO 6” ). CURB

TRANSITION IS 6' UNLESS NOTED OTHERWISE

MEET AND MATCH PAVEMENT FLUSH

EXISTING SIDEWALK TO REMAIN

SAW-CUT AND REMOVE A PORTION OF EXISTING

SIDEWALK FOR NEW LANDING FOUNDATION. REPLACE

SIDEWALK AS REQUIRED ( TYPICAL )

REMOVE EXISTING RAMP AND REPLACE WITH ASPHALT

PAVEMENT (RE: 1 / CS501) OR CONCRETE OPTION (10 /

CS501) COORDINATE WITH CONSTRUCTION MANAGER.

NEW 6 - INCH HIGH CURB AND GUTTER

NEW ACCESSIBLE SIGN & POST - RE: 8/CS501

NEW ACCESSIBLE PAVEMENT SYMBOL - RE: 6/CS501

NEW ABA VAN ACCESSIBLE PARKING - RE: 9/CS501

NEW 4' X 2' DETECTABLE WARNING TRUNCATED DOMES

NEW ACCESSIBLE 4-INCH AISLE STRIPING WITH DIAGONAL

STRIPE AT 2-FOOT ON CENTER ( COLOR ACCESSIBLE

BLUE )

NEW 4-INCH WIDE ACCESSIBLE BLUE PAINT STRIPE

NEW 4-INCH WIDE WHITE PAINT STRIPE

NEW EGRESS DOOR - RE: A-101 & A-102

5' x 3.67' CONCRETE STOOP AT EGRESS DOOR

LANDSCAPE ROCK REPAIR - RE: CU401-CU405

NEW 4'-6" L x 2'-6" W CONCRETE PAD WITH MINI-SPLIT

OUTDOOR UNITS - RE: CU401-CU405

NEW CANOPY DOWNSPOUT

NEW SIDEWALK PANEL

KEY NOTES: KEY NOTES CONTINUED: KEY NOTES CONTINUED:

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

E

AF

B

UO

Q

DO

RM

IT

OR

Y

RE

NO

VA

TI

ON

S

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F642

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

9/

/2

ROBERT L.

DAY

12532LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CS402

SI

TE

P

LA

N

- F

SDx SDx SDx SDx SDx SDx SDx SDx SDx

RD

x

R D x

R D x

R D x

RD

x

E

W

F642 F6

.1

F6

.2 F6

.3

F6

.4

F6

.5

F6

.6

1290.36

1289.21

1290.38

1289.56

1290.36 1290.34 1290.32

1289.54 1289.14 1288.71

1289.18

1289.10

1290.23

1289.69 1289.87

1289.331289.43

1289.111289.26

1289.80 1289.67

-1 .0%

-0.7%

-2 .8

1290.36

1290.30

1290.38

1290.28

1290.36 1290.34

1290.24

1290.32

RAMP

12:1

RAMP

12:1

1289.16 1288.73

:1

M

AX

12:1

MAX.1289.25 1289.60

1290.26

1289.55

1290.12 1290.12

1290.22

CURB INLET (TYP.)

RE: NOTE 3 & DETAIL

11 / CS501

3TYPICAL ROOF

DRAIN TIE-INS

CANOPY

DOWNSPOUT

TYP.

2 2

EXISTING 15" CMP

STORM PIPE

NSCALE:

GRADING PLAN - F642

1" = 10'-0"1 0 10' 20'

SCALE: 1" = 10'-0"

GRADING LEGEND:

NEW SPOT ELEVATION

EXISTING SPOT ELEVATION

APPROXIMATE LIMITS OF SOD

INLET PROTECTION RE: 11/CS501

1289.30

1289.10

GRADING NOTES:

1. PROVIDE AND INSTALL SOLID SOD IN ALL DISTURBED GRASS

AREAS.

2. MAXIMUM FINISH GRADES SHALL NOT EXCEED 3:1 SLOPE.

3. PROVIDE EROSION SEDIMENT PROTECTION AT CURB INLET

FOR THE DURATION OF GRADING ACTIVITIES AND UNTIL SOD

IS STABILIZED - RE: 11 / CS501

NEW CANOPY ROOF DRAIN - REFER TO DETAIL 1 / CS505

6-INCH ROOF DRAIN PIPE SCHEDULE 40 PVC WITH

APPROPRIATE PIPE FITTINGS. 12-INCH MIN. BURY DEPTH

AND 50:1 (2%) MINIMUM PIPE SLOPE.

CONNECT NEW 6-INCH ROOF DRAIN TO EXISTING 15"

CORRUGATED METAL STORM PIPE. USE INSERTA TEE

FOR STORM PIPE TIE-IN OR APPROVED EQUAL.

6-INCH ROOF DRAIN PIPE ( SCH. 40 PVC ) UNDER

LANDING FOUNDATION FOOTING. BURY DEPTH OF PIPE

SHALL CLEAR BOTTOM OF FOOTING 6-INCH MINIMUM.

PROVIDE MINIMUM PIPE SLOPE 50:1 (2%) .

KEY NOTES:

R ev is io n N um be r D es cr ip tio n D at e

VA

NC

E

AF

B

UO

Q

DO

RM

IT

OR

Y

RE

NO

VA

TI

ON

S

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

SEPTEMBER 25, 2020

XTLF 19-1012, 1013,

1014, 1015, 1016

DESIGN STAGE:

DATE: SEPTEMBER 25, 2020

ISSUED FOR

CONSTRUCTION

UOQ DORMITORY RENOVATIONS

BDCRHR

140 Channel St., Suite 205 Vance AFB, OK 73705

(580) 213-7772

CA# 07864 EXPIRES

JUNE 30, 2020

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

Communications

WILLIAMS AVE.HANCOCK AVE.

SAYWER AVE.

KEY PLAN- F642

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000 www.cyntergy.com

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

9/

/2

ROBERT L.

DAY

12532LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL AHOMA

CYNTERGY ENGINEERING, PLLC

LICENSE # CA3537 | EXPIRES 6/30/22

CG402

GR

AD

IN

G

PL

AN

RD

x

R D x

R D x

R D x

RD

x

E

W

F642 F6

.1

F6

.2 F6

.3

F6

.4

F6

.5

F6

.6

XFMR

XFMR

ES

ES

ES ES

ES

ES

ES

ES

X4

X5

1 1

X1

X3

U2 U2 1 1

X9

U1

U1

X7

X8

X5

3 3U1 X1

X2

TYP.

X3 TYP.

X4

X74' 4'

5 TRANSFORMER 1

5 TRANSFORMER 2

PANEL A

PANEL B

PANEL C

PANEL D

PANEL N

PANEL F

PANEL G

PANEL J

PANEL K

PANEL L

PANEL M

7 7

8 8

9 9

9 9 9

ODU-1 ODU-2

ODU-3 ODU-4 ODU-5

10 TYPICAL

5 PLACES

11 11

U1

U1

EXISTING WATER SUPPLY LINE

EXISTING DOMESTIC HOT WATER "CIRCULATION" LINES

EXISTING WATER SERVICE LINE

EXISTING 15 - INCH STORM PIPE

EXISTING TYPE II CATCH BASIN INLET (8' L x 3.5' W)

EXISTING GAS PIPE (SIZE UNKNOWN) - USE CAUTION

EXISTING COMMUNICATION LINE - USE CAUTION

EXISTING UG POWER (SECONDARY) - USE CAUTION

EXISTING ROOF DRAIN

NOT USED

NEW 36-INCH CORRIDOR VESTIBULE EXTENSION WITH ABA

DOUBLE SWING DOORS - RE: A-401 & A-402

NEW EXTERIOR LANDING WITH STAIRS - RE: CS101-CS105

NEW SIDEWALK WITH STAIRS - RE: CS101-CS105

NEW ACCESSIBLE RAMP WITH HANDRAILS

NEW TRANSFORMER- RE: E-201

NEW ELECTRICAL CONDUIT AND CONDUCTOR- RE: E-601

EXISTING ELECTRICAL CONDUIT AND NEW CONDUCTOR

REMOVE AND REPLACE LANDSCAPE ROCK FOR

INSTALLATION FOR ELECTRICAL CONDUIT. MATCH NEW

ROCK WITH LIKE KIND.

SAW-CUT AND REMOVE CONCRETE. REPLACE CONCRETE

RE: 1 / S-002 (TYPICAL EACH CORRIDOR)

NEW 4'-6" L x 2'-6" W CONCRETE PAD WITH MINI-SPLIT

OUTDOOR UNITS - RE: 2 / S-002

NEW ROOF DRAIN PIPE - RE: CG101- CG105

PROTECT UTILITY LINE WITH "PVC PROTECTION SLEEVES"

AS MANUFACTURED BY BINGHAM & TAYLOR OR

APPROVED EQUAL.

VERIFY UTILITY LOCATION AND DEPTH. REROUTE UTILITY

AS REQUIRED. FOR RELOCATED UTILITY REMOVE THE

EXISTING LINE.

X1

KEY NOTES: KEY NOTES CONTINUED:

X2

X3

X4

X5

X6

X7

X8

X9

X…