Attch 6 - MH-B1100-DoorsWindows-Final Design.pdf

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

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Sheet List

SHEET NUMBER SHEET NAME

CURRENT

REVISION CURRENT REVISION DATE SHEET ISSUE DATE

001-GENERAL

G-001 TITLE SHEET, SHEET INDEX 11/07/22

G-002 PROJECT SITE MAP 11/07/22

003-STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES 11/07/22

S-501 CMU REPAIR DETAILS 11/07/22

004-ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL NOTES & LEGENDS 11/07/22

A-101 FIRST FLOOR PLAN 11/07/22

A-102 CLERESTORY 11/07/22

A-201 BUILDING ELEVATIONS 11/07/22

A-202 BUILDING ELEVATIONS 11/07/22

A-501 WINDOW TYPES 11/07/22

A-502 DETAILS 11/07/22

A-601 DOOR SCHEDULE AND LEGEND 11/07/22

BUILDING 1100 - VEHICLE

MAINTENANCE SHOP - DOORS,

WINDOWS AND EXTERIOR WALLS

REPAIR

CONTRACT # FA489720D0005

Architectural/Structural: WJA Design Collaborative Mechanical/Plumbing/Electrical: Musgrove Engineering Hazmat: MedTox Cost Estimating: Tetra Tech

DESIGN TEAM LIST

MOUNTAIN HOME AIR FORCE BASE, IDAHO

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FALCON

LIBERATOR

ALPINEHAUL ROUTE. ACCESS VIA

MHAFB GRANDVIEW GATE.

COORDINATE ACCESS W/

CONTRACTING OFFICER

B ST.

PROJECT LOCATION

B1100

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

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PLAN

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GENERAL:

THE STRUCTURAL GENERAL NOTES SHALL BE USED AS A

SUPPLEMENT TO THE PROJECT SPECIFICATIONS AND OTHER

CONTRACT DOCUMENTS. WHERE DIFFERENCES BETWEEN

CONTRACT DRAWINGS, SPECIFICATIONS, OR EXISTING CONDITIONS

OCCUR, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM

THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY UPON

DISCOVERY AND BEFORE PROCEEDING.

THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED

VERTICAL AND LATERAL FORCES AFTER ALL BUILDING ELEMENTS

ARE INSTALLED. THE STRUCTURE HAS NOT BEEN INTENTIONALLY

DESIGNED TO REMAIN STABLE DURING CONSTRUCTION. THE

GENERAL CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR

PROTECTING AND STABILIZING THE STRUCTURE DURING

CONSTRUCTION. THIS RESPONSIBILITY INCLUDES, BUT IS NOT

LIMITED TO JOB SITE SAFETY, TEMPORARY SHORING, ERECTION

MEANS AND METHODS, ERECTION SEQUENCING, FORMWORK,

TEMPORARY BRACING, USE OF CONSTRUCTION EQUIPMENT, AND

TEMPORARY FALL PROTECTION. AS A MINIMUM, THE CONTRACTOR

SHALL SHORE AND/OR BRACE THE STRUCTURE TO RESIST

TEMPORARY CONSTRUCTION LOADS DEFINED BY ASCE 37-14

"DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION."

TYPICAL DETAILS MAY NOT BE NECESSARILY SHOWN ON THE PLANS,

BUT APPLY AS REFERENCED IN THE STRUCTURAL DRAWINGS AND

DETAILS UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS

INDICATED, THE CONTRACTOR SHALL REQUEST CLARIFICATION

FROM THE ENGINEER PRIOR TO SHOP DRAWING PRODUCTION,

FABRICATION, AND CONSTRUCTION.

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES

OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE

CONTRACTING OFFICER REPRESENTATIVE FOR RESOLUTION.

THE CONTRACTOR SHALL ESTABLISH, COORDINATE, AND VERIFY ALL

OPENINGS AND INSERTS REQUIRED FOR ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, SECURITY, AND OTHER

TRADES PRIOR TO CONSTRUCTION. NO PENETRATIONS THROUGH

STRUCTURAL MEMBERS ARE PERMITTED UNLESS SHOWN ON THE

STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL

ENGINEER IN WRITING

CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS

FOR VERIFICATION OF DESIGN ASPECTS ONLY, AND IS NOT INTENDED

IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION

PROCEDURES.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFIED

BUILDING CODE AND STANDARDS. IN THE CASE OF CONFLICTING

CODES AND STANDARDS, THE BUILDING CODE SHALL GOVERN.

DEFERRED ENGINEERED COMPONENT SYSTEMS SHALL BE

ENGINEERED BY A QUALIFIED PROFESSIONAL ENGINEER WHO IS

RETAINED BY THE PRODUCT MANUFACTURER. ALL ENGINEERED

COMPONENT DESIGN DRAWINGS AND CALCULATIONS SHALL BEAR

THE STAMP OF A LICENSED PROFESSIONAL ENGINEER, AND SHALL

BE SUBMITTED TO THE CONTRACTING OFFICER REPRESENTATIVE

FOR REVIEW PRIOR TO FABRICATION.

THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR

SELECTING PRODUCTS THAT MEET THE "BUY AMERICAN ACT" WHEN

REQUIRED BY THE CONTRACT.

CONSTRUCTION SEQUENCING AND STABILITY DURING ERECTION:

THE COMPLETED STRUCTURE IS DESIGNED TO RESIST CODE

REQUIRED GRAVITY AND LATERAL FORCES AFTER ALL PERMANENT

STRUCTURAL ELEMENTS, BRACING, AND SHEATHING ARE

INSTALLED. THE STRUCTURE MAY NOT BE STABLE UNTIL ALL

STRUCTURAL ELEMENTS AND SHEATHING ARE INSTALLED. THE

CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR DESIGNING

AND PROVIDING ALL TEMPORARY SHORING, TEMPORARY BRACING,

CONSTRUCTION SAFETY SYSTEMS, CONSTRUCTION SEQUENCING

AND/OR ALL OTHER MEANS AS NECESSARY TO PROVIDE STABILITY

AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL

SUBMIT AN ERECTION PLAN TO INDICATE CONSTRUCTION

SEQUENCING AND TEMPORARY SHORING FOR REVIEW BY THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO ERECTION.

PRODUCT SUBSTITUTIONS:

PRODUCT SUBSTITUTIONS MAY BE PERMITTED ONLY IF ALL

REQUIREMENTS OF THE CONTRACT DOCUMENTS ARE SATISFIED,

COMPLETE ENGINEERING DATA IS SUBMITTED TO THE STRUCTURAL

ENGINEER FOR REVIEW AT LEAST TWO WEEKS PRIOR TO

CONSTRUCTION, AND WRITTEN APPROVAL IS OBTAINED FROM THE

CONTRACTING OFFICER REPRESENTATIVE. ENGINEERING DATA SHALL

INCLUDE AS A MINIMUM THE ASSUMED BUILDING CODE, ALLOWABLE

STRESSES INCLUDING ASSUMED STRESS INCREASES (IF ANY), ACTUAL

MEMBER STRESSES, CONNECTION STRENGTHS, TOTAL DEFLECTION,

AND LIVE LOAD DEFLECTION. ALL INCREASED DESIGN AND

CONSTRUCTION COSTS WHICH RESULT FROM CONSIDERATION AND/OR

CONSTRUCTION OF ANY PRODUCT SUBSTITUTION, INCLUDING BUT NOT

LIMITED TO MECHANICAL/ELECTRICAL/STRUCTURAL/ARCHITECTURAL

COORDINATION, SHALL BE COMPENSATED BY THE GENERAL

CONTRACTOR.

DESIGN CRITERIA:

CODES AND STANDARDS:

BUILDING CODE:

UFC 1-200-01

"DOD BUILDING CODE", 8 OCT 2019 WITH CHANGE 1,

1 OCT 2020

IEBC 2018

"INTERNATIONAL EXISTING BUILDING CODE", 2018

DEPARTMENT OF DEFENSE STANDARDS:

UFC 3-301-01; 1 OCT 2019 WITH CHANGE 1, 4 FEB 2022

"STRUCTURAL ENGINEERING, WITH CHANGE 1"

UFC 4-010-01; 12 DEC 2018 WITH CHANGE 1, 19 AUG 2020

"DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS"

STANDARDS:

AISI S202

"CODE OF STANDARD PRACTICE FOR COLD-FORMED STEEL

FRAMING", 2015

AISI S240

"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL

STRUCTURAL FRAMING", 2015

ANSI/AISC 303

"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES"

ASCE 7

"MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES", 2016

AWS D1.1

"STRUCTURAL WELDING CODE-STEEL", 2015

ANTI-TERRORISM BLAST DESIGN CRITERIA:

DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UFC

4-010-01 "DoD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS"

EXTERIOR DOORS AND WINDOWS WILL SATISFY THE MINIMUM

REQUIREMENTS OF UFC 4-010-01

POST-INSTALLED CONCRETE ANCHORS:

POST-INSTALLED ANCHORS INTO HARDENED CONCRETE SHALL BE THE TYPE,

DIAMETER, AND MINIMUM EMBED DEPTH INDICATED ON THE CONTRACT

DRAWINGS. THE MINIMUM EMBEDMENT DEPTH SHALL BE 4 1/2 DIAMETERS

UNLESS INDICATED OTHERWISE.

DRILLED ANCHOR HOLES SHALL BE PREPARED IN STRICT ACCORDANCE WITH

THE MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON THE

CONTRACT DOCUMENTS. DO NOT DRILL HOLES LARGER THAN SPECIFIED BY

THE MANUFACTURER.

ANCHORS SHALL SATISFY THE REQUIREMENTS OF ACI 318 APPENDIX D AS

MODIFIED BY IBC. ANCHORS SHALL BE SUITABLE FOR INSTALLATION INTO

UNCRACKED AND CRACKED CONCRETE FOR THE SEISMIC DESIGN CATEGORY

INDICATED ON THE STRUCTURAL GENERAL NOTES, AND SHALL BE

DOCUMENTED AS SUITABLE FOR USE BY ICC ENGINEERING REPORT. THE

CONTRACTOR SHALL SUBMIT PROPOSED ANCHORS TO THE STRUCTURAL

ENGINEER FOR REVIEW PRIOR TO INSTALLATION. ANCHORS SHALL BE

STAINLESS STEEL AISI 303, 304, OR 316 EXCEPT AT DRY, INTERIOR LOCATIONS

WHERE ANCHORS SHALL BE EITHER STAINLESS STEEL OR ZINC PLATED

CARBON STEEL.

EPOXY GROUT (DOWEL TYPE):

EPOXY GROUT SHALL BE A TWO-COMPONENT, 100% SOLIDS EPOXY, THAT IS

MANUFACTURED FOR THE PURPOSE OF ANCHORING DOWELS INTO HARDENED

CONCRETE. EPOXY SHALL BE MIXED AND DISPENSED IN STRICT ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS. EPOXY SHALL MEET THE

MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, II, IV, AND

V, GRADE 3 (NON-SAGGING), CLASS "A" WHEN THE SURFACE OF THE HARDENED

CONCRETE TEMPERATURE IS LESS THAN 40 DEGREES FAHRENHEIT, CLASS "B"

WHEN THE HARDENED CONCRETE TEMPERATURE 40<T<60 DEGREES F, AND

CLASS "C" WHEN THE HARDENED CONCRETE TEMPERATURE EXCEEDS 60

DEGREE F. THE EPOXY MUST DEVELOP A MINIMUM BOND STRENGTH OF 1500

PSI AFTER A 14-DAY CURE (ASTM C-882), A MINIMUM COMPRESSIVE YIELD

STRENGTH OF 10,000 PSI AFTER A 7-DAY CURE (ASTM D-695), A MINIMUM

COMPRESSIVE MODULUS OF 200 KSI AFTER A 7-DAY CURE (ASTM D-695), AND A

MINIMUM TENSILE STRENGTH OF 6310 PSI AFTER A 7-DAY CURE (ASTM D-638).

EPOXY SHALL HAVE A HEAT DEFLECTION TEMPERATURE OF 120 DEGREES

FAHRENHEIT MINIMUM AFTER A 7-DAY CURE (ASTM D-648).

DESIGN LOADS:

RISK CATEGORY = II (UFC 3-301-01 TABLE 2-2)

LOCATION (LATITUDE/LONGITUDE) = 43.0444129 N, -115.8619784 W

SEISMIC LOADS FOR NONSTRUCTURAL COMPONENTS:

FP = .4 aP SDS WP (1 + 2 (z/h)) / (RP/IP)

FP MAX = 1.6 SDS IP WP

FP MIN = 0.3 SDS IP WP

SITE CLASS = D (ASSUMED)

SS = 0.259 g (.2 SECOND MCE SPECTRAL ACCELERATION) S1 = 0.094 g (1.0 SECOND MCE SPECTRAL ACCELERATION)

SEISMIC IMPORTANCE FACTOR IP = 1.0

SITE COEFFICIENT Fa = 1.592 SITE COEFFICIENT Fv = 2.4

SDS = 0.275

SD1 = 0.151

SEISMIC DESIGN CATEGORY = C

WIND LOADS:

BASIC WIND SPEED (3 SECOND GUST) = 115 (MPH)

WIND EXPOSURE = C

ENCLOSURE CLASSIFICATION = PARTIALLY OPEN

CONCRETE MASONRY UNITS (CMU) REPAIR:

CMU REPAIR WILL CONFORM TO SPECIFICATION 04 03 00

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

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TYP CORNER PILASTER CONDITIONS

(N) AIR-ENTRAINED REPAIR MORTAR

PATCH-MATCH (E) BLOCK AND MORTAR

JOINT APPEARANCE AND TEXTURE

TYP FIELD PILASTER CONDITIONS

NOTES:

1) FOR ADDITIONAL CALLOUTS SEE SPECIFICATION 04 03 00 "MASONRY REPAIR"

2) REPAIR MORTAR PATCH WILL HAVE ENTRAINED AIR ADMIXTURE WITH 15 PERCENT TOTAL AIR CONTENT +/- 3 PERCENT BY VOLUME.

3) UNIT PRICE QUANTITY ESTIMATE = 9 LOCATIONS FOR BIDDING

REMOVE PAINT, CLEAN SURFACE-APPLY

WATER TO BRING SURFACE TO SATURATED

SURFACE DRY CONDITION IMMEDIATELY

PRIOR TO APPLYING PATCH

FOR ADDITIONAL CALLOUTS

SEE "TYP CORNER PILASTER

CONDITIONS" NOTES

TYP CMU OUTSIDE CORNER CONDITIONS

FOR ADDITIONAL CALLOUTS

SEE "TYP CORNER PILASTER

CONDITIONS" NOTES

DRILL 3/8" DIA X 3" HOLE-CLEAN AND FILL

W/EPOXY GROUT (DOWEL TYPE) EA

ANCHOR-DO NOT DRILL THROUGH REBAR

1/4" DIA STAINLESS STEEL ALL-THREAD

@ 3" OC EW (ASTM 193 AISI 316)

1/2" CLR TYP

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TYP CMU CRACK REPAIR ELEVATION

NOTES:

1) FOR ADDITIONAL CALLOUTS SEE SPECIFICATION 04 03 00

"MASONRY REPAIR"

2) UNIT PRICE CRACK REPAIR QUANTITY ESTIMATE = 10 LINEAL

FEET FOR BIDDING

REMOVE SURFACE PAINT

AND CLEAN CMU-INJECT

CRACKS THAT HAVE WIDTH

BETWEEN 1/32" AND 1/8"

WIDE. APPLY (N) REPAIR

MORTAR COATING OVER (E)

CRACKS ON EXTERIOR

SURFACE-TOOL MORTAR

JOINTS TO MATCH

ADJACENT JOINT PATTERN

TYP. APPLY WALL PAINT

COATING SYSTEM AFTER

CRACK REPAIRS ARE

COMPLETED.

TYP CMU WALL INDENTATION REPAIR ELEVATION

NOTES:

1) FOR ADDITIONAL CALLOUTS SEE SPECIFICATION 04 03 00 "MASONRY REPAIR"

2) UNIT PRICE WALL INDENTATION QUANTITY ESTIMATE = 20 EA FOR BIDDING

EXISTING WALL

INDENTATION OR HOLE

WITH DEPTH THAT

EXCEEDS 3/8" RELATIVE

TO EXTERIOR FACE OF

CMU

REMOVE EXISTING PAINT

AND CLEAN CMU

SURFACE. PROVIDE NEW

REPAIR MORTAR FLUSH

WITH EXTERIOR CMU

SURFACE

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

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1" = 1'-0"1

TYP EXTERIOR CMU PILASTER CORNER

REPAIR

0'

SCALE:

6" 1' 2' 4'

1" = 1'-0"

1" = 1'-0"2

TYP EXTERIOR CMU CRACK REPAIR

1" = 1'-0"3

TYP EXTERIOR CMU INDENTATION REPAIR

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SYMBOLS

W33

P3

Room name

PLAN

NORTH

HATCH SYMBOLS

CG

FEC

CALL-OUTS

GENERAL NOTES

ELEVATION & BUILDING, WALL, SECTION SYMBOL

NUMBER INDICATES SECTION/ELEVATION

SHEET NUMBER WHERE SECTION/ELEVATION IS DRAWN

DETAIL SYMBOL

NUMBER INDICATES DETAIL

SHEET NUMBER WHERE DETAIL IS DRAWN

INTERIOR ELEVATION SYMBOL

NUMBER INDICATES INTERIOR ELEVATION

COMPASS POINTS INDICATES WHICH ELEVATIONS ARE DRAWN

SHEET NUMBER WHERE ELEVATION IS DRAWN

VERTICAL OR SPOT ELEVATION

A-301

A-501

A-211

1. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY

PROVIDED AS IF DRAWN IN FULL.

2. DIMENSIONS ON DRAWINGS ARE TAKEN TO/FROM THE LOCATIONS LISTED BELOW

UNLESS OTHERWISE INDICATED:

GRID LINES

FACE OF WALL UNLESS CENTERED ON GRID

ROUGH OPENING FOR WINDOWS AND DOORS IN MASONRY WALLS

CENTERLINES OF DOORS IN METAL STUD WALLS

FACE OF MASONRY

3. PLAN VIEWS ARE CUT AT 4'-0" AFF.

4. MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON THE ARCHITECTURAL

DRAWINGS ARE PROVIDED FOR CLARITY AND/OR LOCATIONAL PURPOSES ONLY.

SEE MECHANICAL AND ELECTRICAL DRAWINGS.

5. ALL WORK SHALL COMPLY WITH THE FOLLOWING:

• 2018 INTERNATIONAL BUILDING CODE (IBC)

• UFC 1-200-01 DOD BUILDING CODE

• UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENT

• UFC 3-010-01 ARCHITECTURE

• UFC 3-190-06 PROTECTIVE COATINGS AND PAINTS

• AIR FORCE BASE INTALLATION FACILITIES STANDARDS (AFCFS)

• MOUNTAIN HOME AIR FORCE BASE INSTALLATION FACILITIES STANDARDS (IFS)

FOR A GROUP 3 FACILITY

6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION

PURPOSES ONLY.

IDENTIFICATION

CONSTRUCTION GRID LINE

AND BUBBLE

WALL TYPE

KEYNOTE

WINDOW, LOUVER

GUARDRAILG33

REVISION

DOOR

ROOM NAME

FLOOR FINISH

TRANSITION

FIRE

EXTINGUISHER

CABINET - SEMI-

RECESSED

CORNER

GUARD

LOCATION

NORTH ARROW

ROOM NUMBER

(FOR CONSTRUCTION ONLY)

GD ?

FURNITURE,

FIXTURE,AND

EQUIPEMENT

FEB

FIRE

EXTINGUISHER

BRACKET -

SURFACE MOUNT

CPT LVT

LEVEL 1

100'-0"

ABBREVIATIONS

EXISTING BALLASTED

ASPHALT ROOF

CONCRETE

MASONRY

PLYWOOD

FINISH LUMBER

CONT. WOOD

STUDS

EXISTING METAL

PANEL ROOF

BLOCKING

EXISTING

A#

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

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AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALUM ALUMINUM

ARCH ARCHITECT (URAL)

AV AUDIO VISUAL

BD BOARD

BLDG BUILDING

BLK BLOCKING

BO BOTTOM OF

CBB CEMENTITIOUS BACKER BOARD

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/ OWNER

INSTALLED

CG CORNER GUARD

CI CONTINUOUS INSULATION

CIP CAST-IN-PLACE

CIRC CIRCULATION

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR/ CLEARANCE

CMU CONCRETE MASONRY UNIT

CNTR CENTER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EPS EXPANDED POLYSTYRENE

EPT EXTERIOR PAINT

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FLR FLOOR (ING)

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PROTECTION

FRTW FIRE RETARDANT TREATED WOOD

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GL GRID LINE

GWB GYPSUM WALL BOARD

GYP GYPSUM

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HW HARDWARE

IJ ISOLATION JOINT

INSUL INSULATION

INT INTERIOR

IPT INTERIOR PAINT

IT INFORMATION TECHNOLOGY

JAN JANITOR

JST JOIST

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

m METER

MAT MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MFR MANUFACTURER

MIN MINIMUM

mm MILLIMETER

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N NORTH

NE NORTH EAST

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/ CONTRACTOR

INSTALLED

OF/OI OWNER FURNISHED/ OWNER

INSTALLED

OPH OPPOSITE HAND

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OTS OPEN TO STRUCTURE

PCF POUNDS PER CUBIC FOOT

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

POLY POLYSTYRENE

PREFIN PREFINISHED

PT PAINT

PTDWR PAPER TOWEL DISPENSER/ WASTE

RECEPTACLE

PTL PORCELAIN TILE

PTWD PRESSURE TREATED WOOD

QT QUARRY TILE

R RISER

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

REF REFERENCE

REQ'D REQUIRED

RES RESILIENT

REST RESTROOM

REV REVISION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

S SOUTH

S2S SURFACED TWO SIDES

S4S SURFACED FOUR SIDES

SCWD SOLID CORE WOOD DOOR

SD SOAP DISPENSER

SE SOUTHEAST

SF SQUARE FOOT (FEET)

SH SOAP HOLDER

SIM SIMILAR

SM SQUARE METER

SND SANITARY NAPKIN & TAMPON

DISPOSAL RECEPTACLE

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

SW SOUTHWEST

T TREAD

T & G TONGUE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TO TOP OF

TOS TOP OF SLAB OR STEEL

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TS TUBE STEEL

TSCD TOILET SEAT COVER DISPENSER

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VR VAPOR RETARDER

W WEST

W/ WITH

WC WALL COVERING

WD WOOD

WF WIDE FLANGE

WOM WALK OFF MAT

WP WALL PANEL

WR WATER RESISTANT

WRB WEATHER RESISTIVE BARRIER

WT WINDOW TREATMENT

5 12

UP

UP

UP

UP

A-202

A-201

A-201

A-202

A

H

3 6

B

G

K

4 5

C

D

E

F

84'-9" 29'-5" 29'-3" 81'-6" 29'-3" 31'-9"

E

E

D

BBB

F

A A136 101

101B127131128130B

130A

116B

108107

104136

MAINTENANCE

AREA

A-201

21 7

M

285'-11"

A-202

A-201

A01

A01

A01

A01

A02

A02

A02 A02 A02 A02A02 A02

A02

A02

A02

A02

A02

A01

A01A01A01

A01

A02A02

A02

A02

A02

A02

FLOOR PLAN GENERAL NOTES

1. REFERENCE SHEET A-001 FOR ABBREVIATIONS, SYMBOL

LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND

GENERAL NOTES.

2. REFERENCE SHEETS A-201/A-202/A-501 FOR WINDOW

TYPES AND A-601 FOR DOOR TYPES.

3. PLAN VIEWS ARE CUT AT 4'-0" AFF.

4. REMOVE EXISTING PRECASE WINDOW SILLS WHERE NEW

WINDOWS ARE INSTALLED.

5. AL WINDOW FRAME FINISHES TO BE DARK BRONZE

ANODIZED UNLESS OTHERWISE INDICATED.

6. FIELD VERIFY ALL ROUGH OPENINGS AND WINDOW TYPES.

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

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1/16" = 1'-0"1

FIRST FLOOR PLAN

0'

SCALE:

8' 16' 32' 64'

1/16" = 1'-0"

PLAN

NORTH

KEYNOTE LEGEND - NEW WORK

Key Value Keynote Text

A01 REMOVE EXISTING WINDOW. INSTALL NEW WINDOW

PER TYPE ON SHEET A-501.

A02 REMOVE EXISTING DOOR. INSTALL NEW DOOR PER

SCHEDULE ON SHEET A-601

6 12

A-202

A-201

A-201

A-202

A

H

3 6

B

G

K

4 5

C

D

E

F

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

A-201

21 7

M

285'-11"

84'-9" 29'-5" 29'-3" 81'-6" 29'-3" 31'-9"

A-202

A-201

A01

A01

A01

A01

A01 A01

A01

A01

A01

A01

A01

A01 A01

A01A01

L

L

L

L

L

H

J

J

J

J

C

KL

A A

G A01

FLOOR PLAN GENERAL NOTES

1. REFERENCE SHEET A-001 FOR ABBREVIATIONS,

SYMBOL LEGENDS, ADDITIONAL DRAWING

CONVENTIONS AND GENERAL NOTES.

2. REFERENCE SHEETS A-201/A-202/A-501 FOR WINDOW

TYPES AND A-601 FOR DOOR TYPES.

3. PLAN VIEWS ARE CUT AT 4'-0" AFF.

4. AL WINDOW FRAME FINISHES TO BE DARK BRONZE

ANODIZED UNLESS OTHERWISE INDICATED.

5. FIELD VERIFY ALL ROUGH OPENINGS AND WINDOW

TYPES.

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v a l

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1/16" = 1'-0"1

CLERESTORY

0'

SCALE:

8' 16' 32' 64'

1/16" = 1'-0"

PLAN

NORTH

KEYNOTE LEGEND - NEW WORK

Key Value Keynote Text

A01 REMOVE EXISTING WINDOW. INSTALL NEW WINDOW

PER TYPE ON SHEET A-501.

7 12

DEEF

J H GK JJJ

A01 A01 A01 A01 A01 A01 A01

A01 A01 A01 A01

A02 A02A02A02

A02

C

BB B A A

A A

A02 A02A02

A01

A01A01

A01

A01

A01 A01A01 A02

A02

ELEVATION GENERAL NOTES

1. REFERENCE SHEET A-001 FOR ABBREVIATIONS,

SYMBOL LEGENDS, ADDITIONAL DRAWING

CONVENTIONS AND GENERAL NOTES.

2. FIELD VERIFY ALL ROUGH OPENINGS.

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v a l

D A

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3/32" = 1'-0"3

EAST ELEVATION

3/32" = 1'-0"1

NORTH ELEVATION

0'

SCALE:

10' 20'

3/32" = 1'-0"

5'

3/32" = 1'-0"2

NORTH ELEVATION

3/32" = 1'-0"4

EAST ELEVATION

KEYNOTE LEGEND - NEW WORK

Key Value Keynote Text

A01 REMOVE EXISTING WINDOW. INSTALL NEW WINDOW

PER TYPE ON SHEET A-501.

A02 REMOVE EXISTING DOOR. INSTALL NEW DOOR PER

EXISTING GLASS

BLOCKS TO REMAIN

A02A02A02A02A02

L L LLL

A01 A01 A01 A01 A01

A02 A02

ELEVATION GENERAL NOTES

1. REFERENCE SHEET A-001 FOR ABBREVIATIONS,

SYMBOL LEGENDS, ADDITIONAL DRAWING

CONVENTIONS AND GENERAL NOTES.

2. FIELD VERIFY ALL ROUGH OPENINGS.

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v a l

D A

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3/32" = 1'-0"1

SOUTH ELEVATION

3/32" = 1'-0"2

WEST ELEVATION

3/32" = 1'-0"3

WEST ELEVATION

0'

SCALE:

10' 20'

3/32" = 1'-0"

5'

KEYNOTE LEGEND - NEW WORK

Key Value Keynote Text

A01 REMOVE EXISTING WINDOW. INSTALL NEW WINDOW

PER TYPE ON SHEET A-501.

A02 REMOVE EXISTING DOOR. INSTALL NEW DOOR PER

9 12

8'-0"

8'-0"

8'-2"

16'-0"

12'-0"

4'-0"

LEVEL 1

100'-0"

/2

7'-6"

LEVEL 6

100'-0"

7'-6"

20'-0"

20'-0"

20'-0"

WINDOW GENERAL NOTES

1. REFERENCE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS,

LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND GENERAL

NOTES.

2. LOCATIONS OF OPENINGS ARE EXISTING AND DIMENSIONED HERE

FOR REFERENCE ONLY.

3. FIELD VERIFY ALL ROUGH OPENINGS.

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

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0'

SCALE:

2' 4' 8' 16'

1/4" = 1'-0"

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

TYPE A

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

TYPE F

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

TYPE B

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

TYPE C

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

TYPE D

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

TYPE E

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

TYPE G

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

TYPE H

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

TYPE J

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

TYPE K

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

TYPE L

10 12

INT. EXT.

(E) CONCRETE OR

CMU WALL

(E) INTERIOR FINISH

SEALANT AND

BACKER ROD, EA.

SIDE

FULLY-GROUTED

HOLLOW

METAL FRAME

DOOR PANEL PER

SCHEDULE

VARIES (VIF)

8" 2 1/2"

GWB, FINISH TO

MATCH EXISTING.

INT. EXT.

HM DOOR WITH

INSULATION,

WEATHERSTRIPPING

AND DOOR BOTTOM.

1:2 MAX SLOPE AND 1/4"

MAX VERTICAL

ELEVATION CHANGE AT

THRESHOLD

DOOR SHOE WITH

RAINDRIP

THRESHOLD SET IN

SEALANT

DOOR SWEEP

INT. EXT.

(E) MASONRY LINTEL

SEALANT AND

BACKER ROD

3/4" PLAM SILL

(E) CONCRETE OR

CMU WALL

VARIES (VIF)

8" 2 1/2"

INSTALL PER

MANUFACTURER'S

REQUIREMENTS

INT. EXT.

(E) CONCRETE OR

CMU WALL

(E) INTERIOR FINISH

SEALANT AND

BACKER ROD, EA.

SIDE

VARIES (VIF)

8" 2 1/2"

GWB, FINISH TO

MATCH EXISTING.

DETAIL LEGEND

EXISTING BUILDING ASSEMBLES.

VERIFY CONDITIONS IN FIELD,

VERIFY IN FIELD (VIF).

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v a l

D A

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A u th o r

C h e c k e r

3" = 1'-0"1

EXT. DOOR HEAD (JAMB SIM.)

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

EXT. DOOR THRESHOLD

3" = 1'-0"4

EXT. WINDOW SILL

3" = 1'-0"3

EXT. WINDOW HEAD (JAMB SIM.)

0'

SCALE:

3" 6" 9"

3" = 1'-0"

0'

SCALE:

1/2" 1' 1'-6"

1 1/2" = 1'-0"

11 12

1 2

2" 2"

PER SCHEDULE

WIDTH

3'-0" 2"

A B C D

G-1

DOOR GENERAL NOTES

1. REFERENCE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS,

LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND

GENERAL NOTES.

2. FIELD VERIFY ROUGH OPENINGS.

3. EGRESS DOORS SHALL BE READILY OPERABLE FROM EGRESS

SIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR

EFFORT.

4. ALL EXTERIOR DOORS TO BE WEATHERSTRIPPED.

5. ALL EXTERIOR HM DOORS AND FRAMES TO BE GALVANIZED.

6. ALL EXTERIOR DOORS SHALL HAVE 10" MINIMUM BOTTOM

RAIL.

7. PROVIDE EXTERIOR DOORS WITH KEYED LOCKS WITH

HANDLE THAT WILL ACCEPT "BEST" CORES/LOCKS WITH

PANIC HARDWARE AND SURFACE MOUNTED DOOR CLOSERS.

8. ALL HM DOORS SHALL HAVE INSULATED CORE (U-VALUE 0.37

AT GLASS DOORS, U-VALUE 0.48 AT OPAQUE DOORS, R-

VALUE .

9. ALL EXTERIOR SWING DOORS SHALL HAVE A MAXIMUM AIR

RATE OF 0.20 CFM/SQ FT PER NFRC 400 OR

AAMA/WDMA/CSA101/I.S.2/A440

GLAZING TYPES

G-1 LAMINATED SAFTEY GLAZING

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DEPARTMENT OF

THE AIR FORCE

AIR

COMBAT COMMAND

MOUNTAIN HOME AFB.

VEHICLE

MAINTENANCE

SHOP

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v a l

D A

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

DOOR FRAME LEGEND

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

DOOR PANEL LEGEND

Door Schedule

NUMBER

DOOR FRAME

Door - Rating Hardware CommentsTYPE

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAIL

WIDTH HEIGHT THICKNESS HEAD JAMB THRESHOLD

101 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

101B B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

103 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

113 D 6'-0" 7'-0" 1 3/4" HM MATCH (EXST) 2 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502 -

115 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

116 A 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

119 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

123 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

127 A 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

128 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

129 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

130A B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

130B B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

131 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

133 C 6'-0" 7'-0" 1 3/4" HM MATCH (EXST) 2 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502 -

135 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

136 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

174 A 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

182 B 3'-0" 7'-0" 1 3/4" HM MATCH (EXST) 1 HM MATCH (EXST) 1/A-502 1/A-502 SIM. 2/A-502

0'

SCALE:

2' 4' 8' 16'

1/4" = 1'-0"

G-1

12 12

A-201