1. LAFB - ADAL Dog Kennel 100_ Design Drawings.pdf

SITE

LOCATION

HWY 90

LIBERTY DR.

COLO

RADO A

VE.

LAUGHLIN

AFB

DEL RIO, TX

SAN ANTONIO, TX

4TH ST

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

Fi le na m e:

AN

SI

D

2" x

4" La st P lo tte d:

Project Issue Date:

Project Status:

Project Address:

Project #:

Name:

Project Prepared for

Project Information

Project Issued for:

ARCHITECTURE STRUCTURAL MECHANICAL ELECTRICAL PLUMBINGCIVIL

C :\U se rs

\jo lit a.

al y\ D oc um en ts

\6

2_

LA

U G

H

LI

N -A

FB

-B

9_

AR

C

H _R

_J ol ita

.A ly

.rv t

4/ 5/

1:

:1

AM

C he ck er

D es ig ne r A pp ro ve r

LAUGHLIN AFB - ADAL DOG KENNEL B139

MXDP 06-1014, CONTRACT NUMBER FA3099-13-D-0001,

TASK ORDER FA3099-17-F-0075

5 APRIL 2018

100% CORRECTED FINAL DESIGN

60555582

LAUGHLIN AFB

47TH CONTRACTING FLIGHT/LGCB

171 ALABAMA AVE, BUILDING 7

LAUGHLIN AFB, TX 78843-5102

VICINITY MAP

N

PROJECT

NORTH

1. DO NOT SCALE DRAWINGS. USE PRINTED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. IN THE EVENT OF ANY DISCREPANCY, NOTIFY AECOM AND OBTAIN RESOLUTION

BEFORE PROCEEDING.

2. PROJECT DIMENSIONING CONVENTION:

A - EXTERIOR PLAN DIMENSIONS ARE FROM THE PROPERTY LINE TO THE EXTERIOR FACE OF

CONCRETE, MASONRY OR STEEL WALL GIRT UNLESS NOTED OTHERWISE. OTHER EXTERIOR PLAN

DIMENSIONS ARE TO CENTERLINE OF COLUMNS AND TO ROUGH OPENINGS OF DOORS, WINDOWS AND

LOUVERS, UNLESS NOTED OTHERWISE.

B - INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH, JAMBS OF DOORS AND WINDOWS IN STUD WALLS, CENTERLINE OF COLUMNS, FACE OF CONCRETE OR MASONRY WALLS, ROUGH OPENING

OF DOORS, WINDOWS AND LOUVERS IN CONCRETE OR MASONRY WALLS AND CLEAR OPENING OF

COILING DOORS. OTHER INTERIOR PLAN DIMENSIONS ARE TO CENTERLINE OF FLOOR MOUNTED

FIXTURES AND HAND OR GUARD RAILS, UNLESS NOTED OTHERWISE.

3. CONDITIONS DEPICTED ON DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND

MUST BE VERIFIED WITH ON-SITE CONDITIONS.

4. NOTIFY AECOM OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO

NOTIFY AECOM WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF

AECOM.

5. PROTECT AND PRESERVE ALL EXISTING ITEMS SCHEDULED TO REMAIN. REPAIR AND/OR REPLACE ANY ITEMS DAMAGED DURING THE COURSE OF THE WORK TO THE SATISFACTION AND APPROVAL OF

AECOM WITHOUT ADDITIONAL COST.

6. VERIFY ALL EXISTING DIMENSIONS, CONDITIONS AND CLEARANCES PRIOR TO THE SUBMITTAL OF

SHOP DRAWINGS.

7. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. THROUGH FLOOR SLABS AND RATED PARTITIONS ARE TO BE FIRE SEALED IN ACCORDANCE WITH FIRE RATED ASSEMBLY DESIGNS, APPLICABLE CODES AND FIRE MARSHALL'S REQUIREMENTS.

8. PROVIDE ALL BLOCKING AND ANCHORAGE AS NECESSARY FOR PROPER INSTALLATION OF NEW

WORK. REFER TO SPECIFICATIONS AND DRAWINGS.

9. WHERE WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN, REFINISH DISTURBED AREAS

TO MATCH EXISTING FINISHES AND MATERIALS, UNLESS NOTED OR DIRECTED OTHERWISE.

10. PROVIDE LINTELS WHERE REQUIRED, OVER ALL OPENINGS IN MASONRY PARTITIONS AND WALLS

FOR DOORS, WINDOWS, DUCTWORK, ETC.

11. FOR GENERAL DEMOLITION AND REPAIR NOTES, REFER TO DEMOLITION PLANS.

12. THE FACE OF EVERY CONTINUOUS PARTITION SHALL BE FLUSH WITHOUT OFFSET. CHANGES IN

PARTITION THICKNESS SHALL OCCUR AT CORNERS OR OTHER LOCATIONS OR FEATURES WHICH

INTERRUPT THE PLANE OF THE PARTITION. FACES OF CORRIDOR PARTITIONS SHALL ALIGN ALONG

THEIR ENTIRE LENGTH, REGARDLESS OF CHANGES OF THE CORRIDOR PARTITIONS.

13. ADDITIONAL PLAN INFORMATION IS SHOWN ON LARGER SCALE PLANS WHERE INDICATED BY KEYED

REFERENCE. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

14. COORDINATE CONCRETE CURBS AND PADS WITH EQUIPMENT AS REQUIRED.

15. FOR FIRE RATED PARTITION INFORMATION SEE LIFE SAFETY PLANS.

17. ALL MISCELLANEOUS WOOD BLOCKING, GROUNDS AND FURRING, AS REQUIRED, SHALL BE FIRE

RETARDANT TREATED. REFER TO SPECIFICATIONS.

18. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAWINGS,

SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT

THEIR OWN EXPENSE. THE SAME SHALL BE REPLACED WITH OTHER MATERIALS OR WORK

SATISFACTORY TO AECOM. THE CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE

WORK WHICH MAY BE DISTURBED.

19. FOR ALL PARTITIONS REFER TO PARTITION SYMBOLS ON DRAWINGS AND THE PARTITION TYPE

SCHEDULE FOR PARTITION MATERIALS AND FINISHES. REFER TO LIFE SAFETY DRAWINGS FOR

LOCATION OF FIRE RATED PARTITIONS AND SMOKE PARTITIONS.

20. PROTECT THE OWNER'S PROPERTY, EQUIPMENT AND EMPLOYEES FROM INJURY AND DAMAGE.

21. ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE COORDINATED TO PREVENT ANY CONFLICTS. ANY CONFLICTS WHICH RESULT IN A RELOCATION OF A FINISHED SURFACE MUST BE

BROUGHT TO THE ATTENTION OF AECOM PRIOR TO INSTALLATION.

22. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED EQUIPMENT, LIGHTING OR OTHER MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS TO ASSURE A SECURE

INSTALLATION.

23. FIRESTOPPING SHALL BE INSTALLED IN WALL CAVITIES AT ALL ELECTRICAL OUTLETS, JUNCTION BOXES, SWITCH BOXES, THERMOSTAT BOXES, PHONE JACK, CARD READERS OR SIMILAR OBJECTS

THAT PENETRATE FIRE RATED WALLS.

24. ACOUSTICAL INSULATION SHALL BE INSTALLED IN WALL CAVITIES AT LOCATIONS INDICATED ON

ARCHITECTURAL PLANS AND PARTITION TYPE DESIGNATIONS.

25. REFER TO REFLECTED CEILING PLANS FOR CEILING SYMBOLS LEGEND.

26. ALL ABBREVIATIONS OR SYMBOLS INDICATED ARE NOT NECESSARILY REFERRED TO OR

CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS.

GENERAL NOTES

A101

SIM

A101

1 Ref

R ef

R ef

1Ref

AA.22

Room Name

A101

SIM

A101

SIM

1 TITLE NAME

A101 Scale: 1/8" = 1'-0"E

A101

SIM

1t

SYMBOLOGY LEGEND

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

AA.22

DRAWING TITLE

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION REFERENCE

DETAIL SECTION

DETAIL CALLOUT

DRAWING NUMBER

DRAWING NAME

SHEET NUMBER

DRAWING SCALE

Name EL Elevation

GRID BUBBLE (NEW)

GRID BUBBLE (EXISTING)

ELEVATION SYMBOL

PARTITION TAG SYMBOL

REVISION CALLOUT

ROOM NAME

NUMBER SYMBOL

DOOR TAG

C

R E G I S

T E R E D A R C

H

IT

E C T

S

T A T E O F T E X A

S

H R

I S

HE I KKI

L A

N

N c

DRAWN BY

S H

E E

T

TI

TL

E

P R

O

JE

C T

TI

TL

E

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

C O

N

TR

A C

T N

U M

B E

R F

A

-1

3- D

-0

TA

S K

O R

D E

R F

A

-1

7- F-

1 2 3 4 5

C

B

A

1 2 3 4 5

C

B

A

NAME

CHRISTOPHER O. HEIKKILA

15555

4/ 5/

1:

:1

AM

C :\U se rs

\jo lit a.

al y\ D oc um en ts

\6

2_

LA

U G

H

LI

N -A

FB

-B

9_

AR

C

H _R

_J ol ita

.A ly

.rv t

04/05/2018

SH

EE

T

IN

D

EX

, A B

B R

EV

IA

TI

O

N S

A N

D

SY

M

BO

LS

G-001

COH

JA

JG JG

LAUGHLIN AFB

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A

FB

A

D A

L D

O G

K

EN

N

EL

B

MXDP 16-1014

04/05/2018

2 - OF - 41

Sheet List

Sequence No.

Sheet

Number Sheet Name Sheet Issue Date

1 G-000 COVER SHEET 04/05/2018

2 G-001 SHEET INDEX, ABBREVIATIONS AND SYMBOLS 04/05/2018

3 G-002 LIFE SAFETY PLAN AND CODE REVIEW 04/05/2018

4 C-100 SITE LAYOUT AND PAVING PLAN 04/05/2018

5 C-101 GRADING AND UTILITY PLAN 04/05/2018

6 C-200 SITE DETAILS 04/05/2018

7 S-001 ABBREVIATIONS AND WIND LOADING SCHEMATIC

8 S-002 FOUNDATION PLAN AND DETAILS

9 S-101 GENERAL NOTES & SPECIAL INSPECTIONS

10 S-102 ROOF FRAMING PLAN AND DETAILS

11 A-001 SITE PLAN 04/05/2018

12 A-002 ENLARGED SITE PLAN & AXONOMETRIC 04/05/2018

13 A-100 CANOPY RELOCATION PLAN, NOTES AND DETAILS 04/05/2018

14 A-101 FLOOR PLANS 04/05/2018

15 A-121 CEILING PLAN & ROOF PLAN 04/05/2018

16 A-201 EXTERIOR ELEVATIONS 04/05/2018

17 A-301 BUILDING SECTIONS 04/05/2018

18 A-461 INTERIOR ELEVATIONS 04/05/2018

19 A-501 EXTERIOR DETAILS 04/05/2018

20 A-502 EXTERIOR DETAILS 04/05/2018

21 A-503 EXTERIOR DETAILS 04/05/2018

22 A-600 DOOR SCHEDULE 04/05/2018

23 A-601 WINDOW, FINISH AND SIGNAGE SCHEDULES AND DETAILS 04/05/2018

24 A-701 INTERIOR DETAILS 04/05/2018

25 A-801 INTERIOR DETAILS & PARTITIONS 04/05/2018

M-001 MECHANICAL SYMBOLS, LEGENDS, GENERAL NOTES

M-100 MECHANICAL FLOOR PLAN AND SCHEDULES

M-500 MECHANICAL DETAILS

M-700 MECHANICAL CONTROLS

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-100 ELECTRICAL LIGHTING PLAN

E-101 ELECTRICAL POWER PLAN

E-102 FIRE ALARM PLAN

E-103 PHOTOMETRIC CALCULATIONS PLAN

E-500 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS

E-501 PANEL SCHEDULE & LIGHT FIXTURE SCHEDULE

P-001 PLUMBING SYMBOLS, LEGENDS, GENERAL NOTES

P-100 PLUMBING FLOOR PLAN

P-500 PLUMBING DETAILS AND SCHEDULES

P-600 PLUMBING SANITARY AND VENT RISER DIAGRAM

P-601 PLUMBING DOMESTIC RISER DIAGRAM

ARCHITECTURAL ABBREVIATIONS

ABBR. DESCRIPTION

WF WIDE FLANGE

WG WIRE GLASS

WH WATER HEATER

WP WATERPROOF(ING) / WORK POINT

WR WATER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

ARCHITECTURAL ABBREVIATIONS

ABBR. DESCRIPTION

PCT PORCELAIN TILE

PER PERIMITER

PERF PERFORATED

PERP PERPENDICULAR

PF PREFINISHED

PGL PLASTIC GLAZING

PIP POURED IN PLACE

PL PLATE / PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PREP PREPERATION

PROC PROCEDURE

PROJ PROJECTION

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT / POINT

PTD PAINTED

PVC POLYVINYL CHLORIDE

PVR PAVER

QC QUALITY CONTROL

QT QUARRY TILE

QTY QUANITY

R RADIUS / RISER

RAD RADIUS / RADIAL

RB RESILIENT BASE / RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFL REFLECTED

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE/-ED/-ING

REL RELOCATE

REM REMOVE / REMOVABLE

REQ'D

OR REQ

REQUIRED

RESIL RESILIENT

REV REVISE/-ED/-ION

RF RESILIENT FLOOR

RM ROOM

RO ROUGH OPENING

RTG RATING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE / SHOWER CURTAIN

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOK

SCHED SCHEDULE

SD SHOWER DRAIN / SOAP DISPENSER / SMOKE DETECTOR

SECT SECTION

SF SQUARE FOOT / FEET

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SLNT SEALANT

SPEC SPECIFICATIONS

SPK SPEAKER

SQ SQUARE

SS STAINLESS STEEL / SERVICE SINK / SHOWER SEAT

SSM SOLID SURFACE MATERIAL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STN STONE

STOR STORAGE

STRUCT STRUCTURAL / STRUCTURE

SUSP SUSPENDED

SYM SYMETRICAL

SYS SYSTEM

T TOP / THERMOSTAT

T&G TONGUE & GROVE

T.O. TOP OF

TAN TANGENT

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY / TEMPERATURE / TEMPERED

TERR TERRAZZO

THK THICK / THICKNESS

THRES THRESHOLD

THRU THROUGH

TKBD TACK BOARD

TOC TOP OF CONCRETE

TOR TOP OF ROOF

TOS TOP OF SLAB / STEEL

TR TREAD

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

V VOLT

VENT VENTILATE / VENTILATION

VER VERIFY

VERT VERTICAL

VIF VERIFY IN FIELD

VNR VENEER

VOL VOLUME

VWC VYNIL WALL COVERING

W WEST / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WD

BLKG

WOOD BLOCKING

ARCHITECTURAL ABBREVIATIONS

ABBR. DESCRIPTION

FOS FACE OF STUDS / STEEL

FOW FACE OF WALL

FP FIRE PROTECTION

FR FRAME / FRAMING

FRTW FIRE RETATDANT TREATED WOOD

FT FOOT / FEET

FURN FURNITURE

FURR FURRING

FUT FUTURE

GA GAUGE

GALV GALVINIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFI GROUND FAULT INTERRUPTER

GL GLASS / GLAZING

GND GROUND

GRP GROUP

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH / HEIGHT

HB HOSE BIB

HC HOLLOW CORE

HD HEAD / HEAVY DUTY

HDCP HANDICAP

HDR HEADER

HDWD HARD WOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPT HIGHPOINT

HR HOUR / HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

HW HOT WATER

HWD HARDWOOD

HYD HYDRANT

IC INTERCOM

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE / INCLUDED

INSUL INSULATION

INT INTERIOR

ISOL ISOLATION / ISOLATED

JAN JANITOR

JT JOINT

KG KILOGRAM

KIT KITCHEN

KO KNOCK-OUT PANEL

L ANGLE

LAM LAMINATED

LAV LAVATORY

LB(S) POUND(S)

LED LIGHT EMITTING DIODE

LF LINEAR FOOT / FEET

LIN LINEAR

LKR LOCKER

LL LEAD LINER / LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNDG LANDING

LONG LONGITUDINAL

LPT LOW POINT

LT LIGHT

LVL LEVEL

LWC LIGHT WEIGHT CONCRETE

M METER / METERS

MACH MACHINE

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MBD MARKER BOARD

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLWK MILLWORK

MM MILLIMETER / MILLIMETERS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MTL FAB METAL FABRICATION

MTL

RAIL

METAL RAILING

MULL MULLION

MWD MILITARY WORKING DOGS

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OPER OPERATOR

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P-LAM PLASTIC LAMINATE

PART PARTIAL

PARTN PARTITION

PAT PATTERN

PB PUSH BUTTON

PBD PARTICLE BOARD

PC PRECAST CONCRETE

ARCHITECTURAL ABBREVIATIONS

ABBR. DESCRIPTION

A/C AIR CONDITIONER / CONDITIONING

ACOUS ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ADAL ADDITION / ALTERATION

ADDL ADDITIONAL

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ARCHITECTURAL PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

AUTO AUTOMATIC

AV AUDIO VISUAL / AUDIO VIDEO

B.O. BOTTOM OF

BD BOARD

BET BETWEEN

BKG BACKING

BLGD BUILDING

BLK BLOCK

BLKG BLOCKING

BOS BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BUR BUILT-UP ROOFING

C CHANNEL

CAB CABINET

CAT CATEGORY

CB CATCH BASIN

CER CERAMIC

CG CORNER GUARD

CH COAT HOOK / CLOTHES HOOK

CHAM CHAMFER

CIP CAST IN PLACE

CIRC CIRCLE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT / CASED OPENING

COL COLUMN

CONC CONCRETE

COND CONDITION

CONF CONFERENCE

CONN CONNECT/-ED/-ION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CR CARDREADER

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CW CURTAIN WALL

D DEPTH / DEEP

D.O. DOOR OPENING

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DLO DAY LIGHT OPENING

DN DOWN

DP DEMOUNTABLE PARTITION / DIMENSION POINT

DR DOOR

DS DOWNSPOUT

DTL DETAIL(S)

DW DISHWASHER / DUMBWAITER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EB EXPANSION BOLT

EIFS EXTERIOR INSUL AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMERG EMERGENCY

ENCL ENCLOSURE

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EXH EXHAUST / EXHAUST HOOD

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FLUSH

F.O. FACE OF

FAST FASTEN / FASTENER

FB FACE BRICK

FCO FLOOR CLEAN-OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FURNITURE, FURNISHINGS AND EQUIPMENT

FH FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIXT FIXTURE

FL FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

N o.

R ev is io n / I s s ue

D at e By

A pp

'd

IN

TE

R M

ED

IA

TE

D

ES

IG

N

/1 1/

P re -F in al

D es ig n

/3

1/

0%

F in al D es ig n

/0 5/

0% C or re c t ed

F in a l D es ig n

/0 5/

04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018 04/05/2018

04/05/2018 04/05/2018 04/05/2018 04/05/2018

LIFE SAFETY LEGEND

1 HR FIRE RATING

AT = AIR TIGHT PARTITION

TRAVEL DISTANCE

ROOM NAME

ROOM AREA

OCCUPANCY LOAD

NUMBER OF

OCCUPANTS

NUMBER OF

OCCUPANTS PER EXIT

EXIT TYPE

EXIT WIDTH

(PROVIDED)

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FEC

FHC

STORAGE (S-1)

BUSINESS (B)

EXITEXIT SIGN

A B

A.2 A.8

0.8

1.8

FEC

32'-0

22'-0

EQUIPMENT

STORAGE

125 SF

1 OCC/300 SF

1 OCCUPANT

ISOLATION

DOG RUN

105 SF

1 OCC/100 SF

2 OCCUPANTS

EXAM ROOM

283 SF

1 OCC/100 SF

3 OCCUPANTS

CORRIDOR

118 SF

N/A

N/A

DOOR

DOOR

EXIT

EX

IT

20'-0

CODE SUMMARY

APPLICABLE CODES

2018 NFPA 101, LIFE SAFETY CODE

UFC 1-200-01 DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL FIRE CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2015 NATIONAL ELECTRIC CODE

2013 ASHRAE 90.1

USE:

OCCUPANCY GROUP:

CONSTRUCTION TYPE: IIB

ALLOWABLE BUILDING HEIGHTS AND AREAS

GROUP

B

SPRINKLERED

NS 1

HEIGHT MODIFICATIONS : N/A

AREA INCREASE DUE TO FRONTAGE (lf): N/A

AREA INCREASE FOR SPRINKLER SYSTEM (lF): N/A SF

TOTAL ALLOWABLE AREA PER FLOOR: 23,300 SF

Business - animal hospitals and kennels

B

S-1 Moderate Hazard Storage

PRIMARY STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NON-BEARING WALLS - EXTERIOR

NON-BEARING WALLS - INTERIOR

FLOOR CONSTRUCTION & SECONDARY MEMBERS

ROOF CONSTRUCTION & SECONDARY MEMBERS

N/A

1 HOUR

1 HOUR

N/A

FIRE WALLS

FIRE BARRIERS

SHAFT ENCLOSURES

FIRE PARTITIONS

SMOKE BARRIERS

SMOKE PARTITIONS

HORIZONTAL ASSEMBLIES

0-HR (706, TABLE 706.4)

0-HR (TABLE 508.4, 707.3.8)

0-HR (708.4)

0-HR (709.3, 709.4)

0-HR (710.3, 710.4)

0-HR (711.3, 711.4)

0-HR (TABLE 508.4, 712.3)

* See Table 602 for fire separation distance: Occupancy Groups B, S-1

STORIES AREAS

506 SF

PENETRATIONS

CORRIDORS 0-HR (709, TABLE 1018.1)

EXIT ENCLOSURES 0-HR (707, 712, 1022.1)

EXIT PASSAGEWAYS 0-HR (707, 712, 1023.3)

HORIZONTAL EXITS 0-HR (706, 707, 712, 1025.2)

AREAS OF REFUGE 0-HR (1007.6)

FIRE DOOR & FIRE SHUTTER FIRE PROTECTION

TYPE OF

ASSEMBLY

REQ'D

ASSEMBLY

RATING

(HOURS)

MIN FIRE DOOR &

FIRE SHUTTER

ASSEMBLY

RATING (HOURS)

LEVEL

GSF

806 SF1

806 SFTOTAL

USF

631 SF

BUILDING AREA TABULATION2

USE AND OCCUPANCY CLASSIFICATION3

GENERAL BUILDING LIMITATIONS5

FIRE-RESISTANCE RATING REQUIREMENTS FOR

BLDG ELEMENTS (HRS)

FIRE-RESISTANCE RATED CONSTRUCTION7

EXTERIOR WALLS 1 0

(P)

0-HR

(R)

0-HR

N/A

N/A

N/A

N/A

N/A

1-HR

N/A

N/A

N/A

N/A

N/A

NS 1S-1 125 SF

GROUP SPRINKLERED

NSB

WALL

FINISHES

FLOOR

FINISHES

CLASS A or B

INTERIOR WALL & CEILING FINISH REQUIREMENTS8

NSS-1

OCCUPANT LOAD

FUNCTION OF SPACE

100BUSINESS

OCCUPANCY LOAD

FACTOR (SF)

MEANS OF EGRESS10

300ACESSORY STORAGE AREAS

TOTAL NUMBER OF

OCCUPANTS

TRAVEL DISTANCE

DEAD-END CORRIDOR

COMMON PATH OF TRAVEL

MINIMUM NUMBER OF EXITS

MIN EGRESS WIDTH (OTHER COMPONENTS)

B / 300 FT | S-1 / 250 FT (NFPA 101)

N/A

100 FT MAX (NFPA 101)

1 (1006.3.2.1 AND TABLE 1006.2.2

0.2" PER OCC (NFPA 101 SECTION 7.2.1.2.4)

TRAVEL DISTANCE TO EXTINGUISHER 75 FT MAX (NFPA 101 SECTION 9.9)

EGRESS COMPONENTS

HEADROOM CLEARANCES

CEILING 7'-6" (90") MIN

PROTRUDING OBJECTS AT CEILING 6'-8" (80") MIN

CLIMATE ZONE

ROOF

SOLID MASS WALLS

2B (DEL RIO, TEXAS)

R=5.7 c.i. MIN +

CMU CORE INSULATION

ENERGY CONSERVATION50

(R) REQUIRED | (P) PROVIDED

UFC 3-600-01 AND IBC 2015

631 SF

CLASS A or B

CLASS I or CLASS II

CLASS I or CLASS II

NUMBER OF

OCCUPANTS

AREA (SF)

R=25 c.i. MIN

SLAB-ON-GRADE FLOORS R=10 FOR 24 IN

REQUIRED

C

R E G I S

T E R E D A R C

H

IT

E C T

S

T A T E O F T E X A

S

H R

I S

HE I KKI

L A

N

N c

DRAWN BY

S H

E E

T

TI

TL

E

P R

O

JE

C T

TI

TL

E

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

C O

N

TR

A C

T N

U M

B E

R F

A

-1

3- D

-0

K

O R

D E

R F

A

-1

7- F-

1 2 3 4 5

C

B

A

1 2 3 4 5

C

B

A

NAME

CHRISTOPHER O. HEIKKILA

15555

4/ 5/

1:

:2

AM

C :\U se rs

\jo lit a.

al y\ D oc um en ts

\6

2_

LA

U G

H

LI

N -A

FB

-B

9_

AR

C

H _R

_J ol ita

.A ly

.rv t

04/05/2018

LI

FE

S A

FE

TY

P

LA

N A

N D

C O

D E

RE

VI

EW

G-002

COH

JA

JA JA

LAUGHLIN AFB

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A

FB

A

D A

L D

O G

K

EN

N

EL

B

MXDP 16-1014

04/05/2018

3 - OF - 41

LIFE SAFETY LEGEND

Scale: 1/4" = 1'-0"A-201

LIFE SAFETY PLAN2

CODE SUMMARY

N o.

R ev is io n / I s s ue

D at e By

A pp

'd

IN

TE

R M

ED

IA

TE

D

ES

IG

N

/1 1/

P re -F in al

D es ig n

/3

1/

0%

F in al D es ig n

/0 5/

0% C or re c t ed

F in a l D es ig n

/0 5/

4 41

CL

P

S2-1

XX

XX

ABBREVIATIONS

HEATING/VENTILATING/AIR CONDITIONING

CANTILEVER(ED)CANT

FLOOR DRAIN(S)

FAR FACE

FOUNDATION(S)

FLEXIBLE

FULL LENGTH

FLANGE(S)

FACTOR OF SAFETY

FACE TO FACE

CONTROL JOINTCJ

COLUMN

COMPRESSION

COMPRESSIBLE

CONCRETE MASONRY UNIT

CEILING

CPRS

COMP

COL

CMU

CLR

CLG

CLEAR

COUNTER CLOCKWISE

CAST IN PLACE

CEM CEMENT

CIP

CCW

FIN FINISH(ED)(ES)(ING)

FOS

FLR

FLG

FL

FLEX

FLOOR(S)

FDN

FF

FD

F/F

LONG LEG VERTICAL

LOW POINT

LONGITUDINAL

LONG LEG HORIZONTAL

LIVE LOAD

LONG

LP

LOC

LLV

LLH

LL

LOCATION

POUND(S)

LEVEL(ING)

LONG, LENGTHLG

LEV

LB

DEAD LOAD

EACH END

ELEVATION(S)

ENCLOSE(S)(D)(URE)

ELEVATOR(S)

ENGINEER(S)(ING)

EMBEDDED, EMBEDMENT

EACH FACE

ELECTRIC(AL)

EXPANSION JOINT(S)

EACH SIDE

EACH WAY

EACH WAY TOP

EXPANSION

EXTERIOR

EQUIPMENT

DIMENSION(S)

BOTTOM LAYERBL

EJ

BETWEEN

CENTER LINE

CENTER TO CENTER

CAISSON

BRACKET

BASEMENT

BENT

C/C

CAIS

BTWN

BSMT

BT

BRKT

C

BASEPLATE

BEARING

BRIDGING

BUILDING

BLOCKING

BRG

BRDG

BOT

B PL

BOTTOM

BLKG

BM

BLK

BLDG

BEAM

BLOCK

EXT

EXP

EWT

EW

ES

EQ

EQUIP

EQUAL(S)

ELEV

ENG

ENCL

EMBED

ELEC

EL

B

BITUMINOUS

BOTH FACES, BELOW FLOOR

BALANCE

BF

BITUM

B/

BAL

BOTTOM OF, BELOW

AVERAGE(S)

ASPHALT

ARCHITECT(URAL)

AVG

ARCH

ASPH

DWL DOWEL(S)

EA EACH

EF

EE

E EAST

DWG DRAWING(S)

DL

DN

DK

DIM

DOWN

DECK(S)

INCLUDE(ED)(ING)INCL

F

KIPS PER FOOTK/F

K

JST

JT

KIPS

JOINT

JOIST

L

K

INTERIOR(S)

INFORMATION

INSULATION

INFO

INT

INV

INSUL

INVERT

J

E

INSIDE DIAMETER

INSIDE FACEIF

IN

ID

INCH(ES)

HVAC

I

HORIZONTAL

HIGH POINT

HOLLOW CORE

HORIZ

HP

HK HOOK

HT

HC

HEIGHT

DIAPHRAGM

DIAGONAL

DIAMETER

DEPRESSION

DEGREE(S)

APPROXIMATE(LY)

ALTERNATE(S)(ING)

ALUMINUM

APPROX

ALT

AL

ADDITIONAL

ADJACENT, ADJUST(ABLE)

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

ANCHOR(S)

AGGREGATE

AFG

AGGR

ANCH

AFF

ADD'L

ADJ

DIAPH

DIAG

DIA, �

DET DETAIL(S)

DBL

DEPR

DEG, °

DOUBLE

ABBREVIATION(S)

ARCHITECT/ENGINEER

ANCHOR BOLT(S)

ABV

AB

ABBRV

ABOVE

A/E

AT

AND

A

D

GR GRADE

H

GAGE, GAUGE

GENERAL CONTRACTOR

GALVANIZE(D)(S)GALV

GEN

GC

GENERAL

GA

G

WORKPOINT

WATERSTOP

DOUBLE EXTRA STRONG

WELDED WIRE FABRIC

WIND LOAD

UTILITY(IES)

VAPOR BARRIER

UNLESS NOTED OTHERWISE

POUNDS PER SQ FTPSF

POST-TENSION

POLYTETRAFLUOROETHYLENE

POUNDS PER SQ IN

PTFE

P/T, PTEN

PT

PSI

POINT

XX

YD YARD

X EXTRA STRONG

PROPERTY

PREFABRICATED

PLUMBING

PERIMETER

PROFESSIONAL ENGINEER

PRECAST CONCRETE

PROP

PREFAB

PLMB

PLYW

PL,

PLYWOOD

PLATE

PERIM

PE

PC

ON CENTER

ON GAGE LINE

OUTSTANDING LEG

OVERHEAD

OUTSIDE FACE

OUTSIDE DIAMETER

OUT TO OUT

OVERALL

OPNG OPENING

PAR PARALLEL

OZ

OPP

OSL

OUNCE

OPPOSITE

OGL

OH

OF

OC

OD

OA

O/O

P

O

SPEC SPECIFICATION

SHORT WAY BOTTOM

SUSPENDED

SYMMETRICAL

SWB

SYM

SUP

SUSP

SW

SUPPORT

SHORT WAY, SWITCH

STAINLESS STEEL

STIFFEN(ER)

STRUCTURE(AL)STRUCT

STIR

STL STEEL

STIRRUP

SST

STIFF

STD

STA

SQ

STANDARD

STATION

SQUARE

WWF

WS

WT WEIGHT

WPT

WL

WD WOOD

W/O W/

WITHOUT

WITH

SLAB

SPACE(S)(ING)

SLAB ON GRADE

SLEEVESLV

SOG

SPA

SHT

SL

SIM

SHEET

SIMILAR

SHALL CONFORM WITH

SEC

SECT

SECOND

SECTION

SCHED

SCW

SCHEDULE

VOL

VERT

VOLUME

VERTICAL

V

VB

VENT

UTIL

UNO

X

Y

W

V

U

TOP & BOTTOM

TEMPERATURE

TOP LAYER

TOLERANCE

MTL METAL

MINIMUM

NEAR FACE

NOT TO SCALE

NEAR SIDE

NOT APPLICABLE

MARK

MEZZANINE

MANUFACTURER

NTS

NOM

NS

NOMINAL

N/A

NF

(N)

#, NO.

NEW

NUMBER

MK

MO MASONRY OPENING

MISC

MIN

MEZZ

MFR

MISCELLANEOUS

N

MECHANICALMECH

MAX

MATL

MAXIMUM

MATERIAL

M

RD ROOF DRAIN

RND

RMV

RM

ROUND

REMOVE

ROOM

S

REINFORCING BAR

RIGHT END

REFERENCE(D)(S)

REINFORCING

REVISE(D)(ION)

RECTANGULAR

REINF

REQ'D

REV

REL

REQUIRED

RELOCATE

REF

RECT

REBAR

RE

TYP TYPICAL

TOT

TOL

TOTAL

TENSIONTEN

THK'N

TL

THK

THICKEN(ED)

THICK

TEMP

RAD

R RISER

RADIUS

QTY QUANTITY

Q

R

T & B T/

T

TOP OF

TREAD

T

LONG WAY TOPLWT

EWB EACH WAY BOTTOM

EWTB EACH WAY TOP AND BOTTOM

LWTB LONG WAY TOP AND BOTTOM

SWT SHORT WAY TOP

SWTB SHORT WAY TOP AND BOTTOM

LWB LONG WAY BOTTOM

LW LONG WAY

, CL

CSNK COUNTERSINK(SUNK)

CENTERCTR

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUE(OUS)(ATION)

CONTRACTOR(S)

COORDINATE(S)

CONC

CONN

CONSTR

CONT

COORD

CONTR

FTG

FUT

FT

FR

FP

FOOTING(S)

FUTURE

FRAME(D)(S)

FOOT, FEET

FULL PENETRATION

MATERIAL INDICATION

GRAPHIC SYMBOLS

BC BOTTOM CHORD

EOS EDGE OF SLAB

# POUND

LWGT LIGHTWEIGHT

DITTOdo

EXISTING COLUMN LINE

NEW COLUMN LINE

SHEET WHERE DRAWN

SECTION NUMBER

REINFORCED CONCRETE SLAB ELEVATION TRANSITION

SYMBOL

DATUM

EARTH GRAVEL MASONRYGROUT OR SAND WOOD

ISOLATION JOINTIJ

HD HEADED

VERIFY IN FIELDVIF

CAPACITYCAP

GB GRADE BEAM

L ANGLE

KIPS PER SQUARE FOOTKSF

KNOCKOUTKO

BEARING PLATEBP

EXISTING(E)

GRD GROUND

HDR HEADER

HDG HOT-DIPPED GALVANIZED

LT LEFT

N NORTH

DEEPDP

OPP HD OPPOSITE HAND

SJI STEEL JOIST INSTITUTE

BUILDING LINEBL

CENTER GRAVITY OF STEELCGS

SC SLIP CRITICAL

LSH LONG SIDE HORIZONTAL

COLD FORMED STEELCFS

EOD EDGE OF DECK

PERPENDICULARPERP

SOLID MASONRY

SOLID OR GROUTED

CM CONTRACTION MANAGER

TOP CHORDTC

h

NOTES:

a: END ZONE WIDTH, IN FEET = 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FEET (1 m) h: MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES <10°

: ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES.

3 3

3 32

2 22

1 1 a a a a

7°< < 27° h a a a a

COMPONENT

AREA

ROOF

ZONE 1

ROOF

ZONE 2

ROOF

ZONE 3

WALL

ZONE 4

WALL

ZONE 5

BUILDING WIND LOADING (PSF) (FOR OCCUPANCY CATAGORY II, 115 MPH)

COMPONENTS AND CLADDING LOAD CRITERIA

10 SF

20 SF

50 SF

100 SF

200 SF

500 SF

700 SF

12.2

11.3

9.5

8.6

-19.4

-19.0

-18.1

-17.6

21.3

20.3

19.0

18.1

17.2

15.8

15.8

-23.1

-22.2

-20.8

-19.9

-19.0

-17.6

-28.5

-26.7

-24.0

-22.2

-20.3

8.6

8.6

8.6

BUILDING 139 (115 MPH) SCHEMATIC

-33.9

-31.2

-27.6

-24.9

-50.1

-46.9

-42.4

-39.3

W [DEPTH] X [WEIGHT] (# OF STUDS) C=[CAMBER] (DISTANCE FROM REFERENCE ELEVATION)

NOTES:

1. PRESSURES PROVIDED ARE BASED ON ASCE-7 AND BASED ON A ULTIMATE STRENGTH DESIGN. FOR SERVICE DESIGN PRESSURES, VALUES NOTED TO BE REDUCED AS PER ASCE-7.

-17.6

-17.6

-17.6

12.2

11.3

9.5

8.6

8.6

8.6

8.6

12.2

11.3

9.5

8.6

8.6

8.6

8.6-24.9

-24.9

-24.9

-39.3

-39.3

-39.3

21.3

20.3

19.0

18.1

17.2

15.8

15.8-17.6

-17.6

-17.6 c

DRAWN BY

S H

EE

T

TI

TL

E

P R

O

JE

C T

TI

TL

E

OF

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

AS NOTED

C O

N

TR

AC

T

N U

M

BE

R F

A

-1

3- D

-0

TA

S K

O R

D

ER

F A

-1 7-

F-

1 2 3 4 5

C

B

A

3-1-2018

4/ 4/

:2

7:

P M

C :\U se rs

\re es ee \D oc um en ts

\6

2_

LA

U G

H

LI

N -A

FB

-B

9_

ST

R

_R

_E li.

R ee se ae co m .c om .rv t

04-05-2018

A B

BR

EV

IA

TI

O N

S

AN

D W

IN

D

LO

A

DI

NG

S C

HE

M

AT

IC

S-001

ER IV

ER IV

ER IV ER IV

LAUGHLIN AFB

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

UG

H

LI

N A

FB

AD

AL

D O

G K

EN

NE

L B1

4/4/2018

N o.

R ev is io n / I ss ue

D at e By

Ap p' d

0%

C O

R R

EC

TE

D F

IN

A

L D

ES

IG

N

-0 5-

ER

6 41

IBC 1704.2.5

INSPECTION OF FABRICATORS PER IBC 1704

1. WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS IS REQUIRED.

2. THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF THE WORKMANSHIP, AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY

RELATIVE TO THE CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK.

3. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL, ENGINEER, AND OWNER STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE

APPROVED CONSTRUCTION DOCUMENTS.

IBC 1705.2

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL

1. SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF THE BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED IN

THE FOLLOWING TABLE.

VERIFICATION AND INSPECTION

C O

N

TI

N U

O U

S

PE

R

IO

D

IC

N O

T A

PP

LI

C

AB

LE

REFERENCED

STANDARD

IBC

REFERENCE

PROJECT

SPECIFICATION

SECTION

1. MATERIAL VERIFICATION OF COLD-

FORMED STEEL

MANUFACTURER'S

APPROVED SHOP

DRAWINGS

1705.2.2 05 3100

IDENTIFICATION MARKINGS TO

CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED

CONSTRUCTION DOCUMENTS.

XA.

MANUFACTURE'S CERTIFIED

TEST REPORTS

XB.

2. INSPECTION OF WELDING 1705.2 05 3100

COLD FORMED METAL DECK:A.

MANUFACTURER'S

APPROVED SHOP

DRAWINGS

FLOOR AND ROOF DECK

WELDS

Xi. AWS D1.3

REINFORCING STEEL:B.

VERIFICATION OF

WELDABILITY OF

REINFORCING STEEL OTHER

THAN ASTM A 706

Xi.

REINFORCING STEEL

RESISTING FLEXURAL AND

AXIAL FORCES IN

INTERMEDIATE AND SPECIAL

MOMENT FRAMES, AND

BOUNDARY ELEMENTS OF

SPECIAL STRUCTURAL

WALLS OF CONCRETE AND

SHEAR REINFORCEMENT.

ii. X

SHEAR REINFORCEMENT.iii. X

AWS D1.4; ACI 318:

SECTION 3.5.2

AWS D1.4; ACI 318:

SECTION 3.5.2

AWS D1.4; ACI 318:

SECTION 3.5.2

OTHER REINFORCING STEELiv. X AWS D1.4; ACI 318:

SECTION 3.5.2

IBC 1705.6

REQUIRED VERIFICATION AND INSPECTION OF SOILS

1. VERIFICATION OF SOILS AND SPECIAL INSPECTIONS FOR SUBGRADE SHALL BE AS REQUIRED IN THE FOLLOWING

TABLE.

2. THE GEOTECHNICAL ENGINEERING REPORT NOTED IN THE CONSTRUCTION DOCUMENTS SHALL BE USED TO

DETERMINE COMPLIANCE.

3. REFER TO PROJECT SPECIFICATIONS FOR QUANTITY AND FREQUENCY OF INSPECTIONS AND TESTS.

VERIFICATION AND INSPECTION

C O

N

TI

N U

O U

S

PE

R

IO

D

IC

N O

T A

PP

LI

C

AB

LE

REFERENCED

STANDARD

IBC

REFERENCE

PROJECT

SPECIFICATION

SECTION

1. VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO

ACHEIVE THE DESIGN BEARING

CAPACITY.

2.

X GEOTECHNICAL

ENGINEERING REPORT 1705.6

02210, PART 3, FIELD

QUALITY CONTROL

VERIFY EXCAVATIONS ARE EXTENDED

TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL

X GEOTECHNICAL

ENGINEERING REPORT 1705.6

02210, PART 3, FIELD

QUALITY CONTROL

3.PERFORM CLASSIFICATION AND

TESTING OF COMPACTED FILL

MATERIALS

X GEOTECHNICAL

ENGINEERING REPORT 1705.6

02210, PART 3, FIELD

QUALITY CONTROL

4.VERIFY USE OF PROPER MATERIALS,

DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL.

X GEOTECHNICAL

ENGINEERING REPORT 1705.6

02210, PART 3, FIELD

QUALITY CONTROL

5.PRIOR TO PLACEMENT OF

COMPACTED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY.

X GEOTECHNICAL

ENGINEERING REPORT 1705.6

02210, PART 3, FIELD

QUALITY CONTROL

c

DRAWN BY

S H

EE

T

TI

TL

E

P R

O

JE

C T

TI

TL

E

OF

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

AS NOTED

C O

N

TR

AC

T

N U

M

BE

R F

A

-1

3- D

-0

TA

S K

O R

D

ER

F A

-1 7-

F-

1 2 3 4 5

C

B

A

3-1-2018

4/ 4/

:2

7:

P M

C :\U se rs

\re es ee \D oc um en ts

\6

2_

LA

U G

H

LI

N -A

FB

-B

9_

ST

R

_R

_E li.

R ee se ae co m .c om .rv t

04-05-2018

G

EN

ER

AL

N O

TE

S

S

PE

C

IA

L

IN

SP

EC

TI

O N

S

S-002

ER IV

ER IV

ER IV ER IV

LAUGHLIN AFB

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

UG

H

LI

N A

FB

AD

AL

D O

G K

EN

NE

L B1

4/4/2018

01 00 00 GENERAL CONDITIONS

1. THE STRUCTURAL ENGINEERING LOAD CRITERIA AND DESIGN IS BASED ON AND IN ACCORDANCE WITH UFC 1-200-01 (INTERNATIONAL BUILDING CODE [IBC] 2015), UFC 3-301-01 AND ASCE-7, LATEST EDITION.

2. COORDINATE WITH ALL DRAWINGS FOR PERTINENT INFORMATION RELATED TO THE STRUCTURAL WORK.

ANY CHANGES TO THE STRUCTURAL SYSTEMS SHALL BE RE-DESIGNED BY A PROFESSIONAL ENGINEER AT NO COST TO THE OWNER OR A/E AND SUBMITTED TO THE A/E FOR REVIEW. SUBMITTAL SHALL BE

ACKNOWLEDGED IN WRITING BEFORE BEGINNING CONSTRUCTION.

3. SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. REPORT ALL DISCREPANCIES TO THE A/E FOR RESOLUTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE STRUCTURAL PLANS WITH ALL OTHER CONSTRUCTION DOCUMENTS AND SHALL VERIFY THE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT, OPENINGS, HOLES, AND SLEEVES THROUGH ALL STRUCTURAL ELEMENTS WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH WORK.

4. ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE.

5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR CONSTRUCTION TESTING AND INSPECTION

AS OUTLINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

6. THE PROJECT SPECIFICATIONS SHALL BE CONSIDERED AN INTEGRAL PART OF THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

5. GENERAL CONTRACTOR SHALL SCHEDULE SUBMITTALS SUFFICIENTLY IN ADVANCE OF THE DATE REQUIRED TO ALLOW REASONABLE TIME FOR DELIVERY, PROCESSING AND REVIEW BY THE DESIGN TEAM. THIS SHALL INCLUDE A MINIMUM OF TEN (10) WORKING DAYS, EXCLUDING DELIVERY TIME, FOR ENGINEER'S PROCESSING AND REVIEW OF SHOP DRAWINGS. INCLUDE TIME FOR CONTRACTOR’S RESUBMISSION AND SUBSEQUENT REVIEW IF

NECESSARY.

REVIEW PERIODS CAN NOT BE HONORED WHEN LARGE QUANTITIES OF SHOP DRAWINGS ARE SUBMITTED AT ONE TIME. WHEN THIS HAPPENS, THE CONTRACTOR SHALL SUBMIT AN ITEMIZED LIST INDICATING PRIORITIES AND

REASONABLE RETURN DATES.

4. CONCRETE IS A PRE-ENGINEERED MATERIAL DESIGNED BY THE SUPPLIER TO MEET THE STRENGTH AND PERFORMANCE CRITERIA SPECIFIED IN THE CONTRACT DOCUMENTS. CONCRETE MIX DESIGNS SHALL BE IN CONFORMANCE WITH ACI 318, AND SHALL BE SUBMITTED TO THE INDEPENDENT TESTING LAB WITH APPROPRIATE HISTORICAL TEST DATA AND ANALYSIS FOR REVIEW AND APPROVAL. SUBMIT MIX DESIGNS AND

THE TESTING LAB REVIEW TO THE ARCHITECT/ENGINEER FOR REVIEW.

3. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE ENGINEER’S REVIEW WILL BE LIMITED TO CONFORMANCE WITH

DESIGN AND PERFORMANCE CRITERIA SPECIFIED IN THE CONSTRUCTION DOCUMENTS. THE

MANUFACTURER/SUPPLIER AND IT’S SPECIALTY STRUCTURAL ENGINEER ARE RESPONSIBLE FOR THE DESIGN OF THE ITEM(S)/SYSTEM AND WILL RETAIN ALL RIGHTS AND RESPONSIBILITIES FOR THE DESIGN OF THE PRODUCT

AND THE CONNECTIONS TO THE BUILDING STRUCTURE.

A.CONCRETE MIXES

B.CONCRETE FORMWORK

C.COLD-FORMED METAL FRAMING

NO WORK ON STRUCTURAL ELEMENTS SUPPORTING OR RELATED TO THESE ITEMS IS TO PROCEED UNLESS THE REVIEW STAMP CLEARLY INDICATES "REVIEWED" OR "REVIEWED, SEE COMMENTS" BY THE STRUCTURAL

ENGINEER.

2. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL:

A.REINFORCING STEEL

B.STRUCTURAL STEEL

C.METAL DECKING

SHOP DRAWINGS ARE TO BE DISTRIBUTED ONLY FROM RETURNED SUBMITTALS BEARING AN INITIALED REVIEW STAMP AND WORK ON THESE ITEMS SHALL NOT PROCEED UNLESS THE STAMP CLEARLY INDICATES THE

DRAWINGS ARE "APPROVED" OR "APPROVED AS NOTED."

1. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.

SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT

DOCUMENTS.

SUBMITTAL REVIEW WILL NOT BE CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILED INFORMATION SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS DESIGNED

BY THE CONTRACTOR. ALL OF THIS REMAINS THE RESPONSIBILITY OF THE CONTRACTOR.

REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE.

01 30 00 SUBMITTALS AND SHOP DRAWINGS

EQUIVALENT LATERAL FORCE PROCEDURE DESIGN

BASE SHEAR = V = 0.042W

DEFLECTION AMPLIFICATION FACTOR (Cd) 3

RESPONSE MODIFICATION FACTOR (R) 3

BEARING WALL - ORDINARY REINFORCED

MASONRY SHEAR WALLS

SEISMIC RESPONSE COEFFICIENT (Cs) 0.042 SEISMIC DESIGN CATEGORY (Ie) 1.0

BUILDING OCCUPANCY CATEGORY A

1 SECOND PERIODS (S d1) 0.060

DESIGN SPECTRAL RESPONSE ACCELERATION

SHORT PERIODS (S ds) 0.083

DESIGN SPECTRAL RESPONSE ACCELERATION

(S1) 0.053 (Ss) 0.103

MAPPED SPECTRAL RESPONSE ACCELERATION

SOIL SITE CLASS C

5. SEISMIC DESIGN PARAMETERS ARE AS FOLLOWS:

DIRECTIONALITY FACTOR, Kd 1.00

TOPOGRAPHIC FACTOR, Kzt 1.00

INTERNAL PRESSURE COEFFICIENT, GCpi ±0.18

WIND EXPOSURE CATEGORY EXPOSURE B

BASIC WIND SPEED (V), (3 SECOND GUST) 115 MPH

4. WIND DESIGN PARAMETERS ARE AS FOLLOWS:

FLAT-ROOF SNOW LOAD (Pf) 0 PSF GROUND SNOW LOAD (Pg) 0 PSF

3. SNOW LOAD DESIGN PARAMETERS ARE AS FOLLOWS:

BUILDING COMPONENTS SELFWEIGHT

2. DESIGN DEAD LOADS:

LIVE LOAD REDUCTIONS SHALL BE COMPUTED IN ACCORDANCE WITH THE APPLICABLE BUILDING

CODE.

FLOOR 80 PSF

ROOF 20 PSF

1 DESIGN LIVE LOADS:

01 80 00 STRUCTURAL DESIGN LOADS

02 30 00 FOUNDATIONS

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT “"FINAL FOUNDATION AND PAVEMENT DESIGN ANALYSIS, LAUGHLIN AIR FORCE BASE, TEXAS-SECURITY FORCES COMPLEX, BY CESWF-EC-DG, U.S. ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT", DATED JUNE 2002.

MAXIMUM ALLOWABLE BEARING PRESSURE = 5000 PSF (NET)

FOOTINGS SHALL BE "SOCKETED" 6 INCHES INTO THE WHITE AND BROWN LIMESTONE. THE ACTUAL BEARING

DEPTH SHALL BE DETERMINED IN THE FIELD BY GENERAL CONTRACTOR.

FOR BID PURPOSES ONLY, ASSUME BOTTOM OF FOOTING ELEVATION FOR BUILDING IS 5 FEET BELOW FINISHED

FLOOR.

2. GEOTECHNICAL INFORMATION INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS IS INTENDED TO REPLICATE THE RECOMMENDATIONS STATED IN THE GEOTECHNICAL ENGINEERING REPORT. PRESENTATION OF THIS INFORMATION IN THE STRUCTURAL DOCUMENTS DOES NOT DEMONSTRATE, STATE OR IMPLY GEOTECHNICAL EXPERTISE ON THE PART OF STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT AND COMPLY WITH THE RECOMMENDATIONS INDICATED THEREIN.

3. IF DISCREPANCIES BETWEEN THE REPORT AND CONSTRUCTION DOCUMENTS ARE DISCOVERED, THE REPORT SHALL GOVERN. ALL CLARIFICATIONS AND INTERPRETATIONS OF THE REPORT SHALL BE MADE BY THE GEOTECHINCAL ENGINEER OF RECORD (GER) AND REPORTED TO THE ARCHITECT FOR COORDINATION WITH

THE DESIGN TEAM.

4. NOTIFY THE A/E AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL CONDITIONS OR SOIL CONDITIONS AT VARIANCE WITH TEST BORINGS, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, MATERIAL DIFFERING FROM TEST

BORINGS OR SOIL OF QUESTIONABLE BEARING CAPACITY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND FINAL CLEARANCE OF ANY

REQUIRED NEEDLING, UNDERPINNING, SHORING OR BRACING OF EXISTING STRUCTURES.

10. COMPLY WITH THE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF SPECIAL FINISHES OR

TREATMENTS TO EXPOSED CONCRETE.

9. WELDING OF REINFORCING STEEL IS NOT PERMITTED.

8. THE HARDENED CONCRETE OF HORIZONTAL CONSTRUCTION JOINTS SHALL BE DAMPENED AND THEN THOROUGHLY COVERED WITH A COAT OF CEMENT GROUT OF SIMILAR PROPORTIONS TO THE MORTAR IN THE CONCRETE. THE FRESH CONCRETE SHALL BE PLACED BEFORE THE GROUT HAS ATTAINED ITS INITIAL SET.

7. ALL CONSTRUCTION JOINTS BELOW GRADE SHALL HAVE WATERSTOPS.

6. WHERE CONSTRUCTION JOINTS ARE REQUIRED BUT ARE NOT INDICATED ON THE DRAWINGS, THEY SHALL BE LOCATED AT THE MID-SPAN OF BEAMS, SLABS AND WALLS AND SHALL BE SUBJECT TO REVIEW BY THE A/E.

UNLESS NOTED OTHERWISE OR SHOWN ON THE DRAWINGS, PROVIDE A CONTINUOUS SHEAR KEY IN SLABS AND WALLS, AND A MINIMUM OF TWO (2) CONTINUOUS HORIZONTAL KEYS IN BEAMS AND EACH JOIST. THE MINIMUM

KEY SIZE SHALL BE 1 1/2" DEEP X 1/3 THE DEPTH OR WIDTH OF THE MEMBER.

5. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT

INCLUDED. USE STANDARD 90° BAR HOOK UNLESS NOTED OTHERWISE.

4. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS FOR SIZE AND LOCATION OF ALL EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, OPENINGS, ETC. REQUIRED BY OTHER TRADES. RECONCILE THEIR EXACT SIZES AND LOCATIONS BEFORE PROCEEDING WITH THE WORK. ALL ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. SECURE THE APPROVAL OF THE STRUCTURAL ENGINEER PRIOR TO PLACING OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DO NOT CORE DRILL THROUGH BEAMS, JOISTS, GIRDERS, AND WALLS. NO CONDUIT SHALL BE PLACED IN CONCRETE LABS OR BEAMS UNLESS SPECIFICALLY

SHOWN ON THE STRUCTURAL DRAWINGS.

3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GR 60.

3000 PSI FOR ALL CONCRETE, UNLESS SPECIFICALLY NOTED OTHERWISE.

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:

1. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE PROJECT MANUAL AND LATEST AMERICAN CONCRETE INSTITUTE CODES AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, ACI 301, ACI 315 AND ACI 318.

03 30 00 CAST-IN-PLACE CONCRETE

6. NO LOADS SHALL BE HUNG FROM STEEL ROOF DECK.

5. STEEL DECK CROSS SECTIONS ARE ONLY REPRESENTED DIAGRAMMATICALLY ON THE DRAWINGS.

4. 1.5B ROOF DECK SHALL BE PUDDLE WELDED (5/8" DIAMETER MINIMUM) TO THE SUPPORTS AT 12" CENTERS MAXIMUM WITH THE FIRST AND LAST RIBS OF EACH SHEET WELDED TO THE SUPPORTS. SPACE WELDS AT 6" CENTERS IN THE CORNER AND PERIMETER AREAS BASED ON ROOF AREA DEFINITIONS OF FM LOSS PREVENTION DATA SHEET 1-28. SIDE LAPS SHALL BE SCREWED WITH #10 SELF-TAPPING SCREWS AT 12" ON CENTER.

3. STEEL DECK SHALL BE GALVANIZED (G-60), UNLESS NOTED OTHERWISE.

2. DECK SHALL INCLUDE ANY MISCELLANEOUS CLOSURE PIECES, METAL SCREEDS, ROOF CURBS, DRAIN SUMP PANS, REINFORCING AROUND OPENINGS, ETC. REQUIRED TO MAKE A COMPLETE JOB. MISCELLANEOUS ITEMS

SHALL BE GALVANIZED AND SHALL BE NO THINNER THAN 20 GAGE.

1. STEEL DECK FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STEEL DECK INSTITUTE

SPECIFICATIONS.

05 31 00 STEEL DECK

LOCATION

TYPICAL REINFORCING BAR CLEARANCE TABLE

TABLE #1

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

BEAMS 3"

BEAM STIRRUPS 1 1/2"

WALLS (INTERIOR FACE) 1"

WALLS (EXTERIOR FACE, #5 AND SMALLER) 1 1/2"

SURFACES EXPOSED TO LIQUIDS 2"

SLABS ON GRADE (BOTTOM REINFORCING) 2"

SLABS ON GRADE (WELDED WIRE FABRIC) 1/3 SLAB THICKENED FROM TOP

10. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO FABRICATION OF STEEL FRAMING MEMBERS.

9. TRUSS MEMBERS AND BRACING CONNECTIONS SHALL BE DESIGNED FOR THE FORCES INDICATED ON THE

DRAWINGS.

8. TRUSS MANUFACTURER SHALL DESIGN AND INDICATE LOCATIONS FOR ALL TEMPORARY AND PERMANENT (IF ANY) BRIDGING. GENERAL CONTRACTOR SHALL INSTALL ALL BRIDGING AS DIRECTED BY TRUSS MANUFACTURER.

7. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HEADERS AND SPECIAL TRUSSES REQUIRED TO SUPPORT ROOF TOP EQUIPMENT AND TO FRAME ROOF OPENINGS. CONNECTIONS BETWEEN HEADERS AND

TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER.

6. DEFLECTIONS DUE TO LIVE LOAD SHALL BE LIMITED TO L/360. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.

5. TOP CHORDS SHALL BE DESIGNED TO RESIST BENDING INDUCED BY THE ROOF DEAD LOAD AND LIVE LOAD.

C. PRODUCT TEST REPORTS BY MANUFACTURER, WITNESSED BY A QUALIFIED TESTING AGENCY, OR A QUALIFIED TESTING AGENCY FOR THE FOLLOWING ITEMS: STEEL SHEET, EXPANSION ANCHORS, POWER-ACTUATED FASTENERS, AND MISCELLANEOUS STRUCTURL CLIPS AND ACCESSORIES.

B. CALCULATIONS AND OTHER STRUCTURAL DATA SHOWING THAT THE TRUSSES ARE DESIGNED TO MEET

THE LOAD CRITERIA SPECIFIED HEREIN.

A. FABRICATION AND INSTALLATION SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTOR FOR

APPROVAL OF SIZE, SHAPE AND LAYOUT PRIOR TO FABRICATION OF MATERIALS.

4. THE TRUSS MANUFACTURER SHALL SUBMIT THE FOLLOWING DOCUMENTS, SEALED BY THE ENGINEER RESPONSIBLE FOR DESIGN, FOR THE ARCHITECT'S APPROVAL PRIOR TO FABRICATION OF ANY MATERIALS.

3. FASTENING OF COMPONENTS TO EACH OTHER SHALL BE WITH SELF-DRILLING SCREWS OR WELDING. SCREWS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. FASTENING OF COMPONENTS TO STRUCTURAL MEMBERS SHALL BE BY SELF-DRILLING SCREWS, POWER ACTUATED NAILS OR WELDING (COMPLYING WITH AWS D1.3/D1.3M). WELDED CONNECTIONS SHALL ONLY BE ALLOWED WITH MATERIAL THAT IS A MINIMUM OF 16 GAGE. ALL WELDS SHALL BE

TOUCHED UP WITH A CORROSION INHIBITING PAINT.

2. ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL (G90 COATING), CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 mil (20 GA) AND 43mil (18 GA) STUDS, 50 KSI FOR 54 mil (16 GA), 68 mil (14 GA), AND 97 mil (12 GA) STUDS, AND 33 KSI

FOR TRACK MEMBERS.

1. PREFABRICATED STEEL TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND AISI S214.

05 44 00 COLD-FORMED METAL TRUSSES

G. THE SUBGRADE SURFACE SHALL BE KEPT MOIST PRIOR TO FLOOR SLAB CONCRETE PLACEMENT. SOIL EXPOSED BENEATH FLOOR SLAB AREA SHALL NOT BE ALLOWED TO DRY OUT, AND SHALL BE MAINTAINED AT, OR ABOVE THE NATURAL OPTIMUM MOISTURE CONTENT (OMC) BY SPRINKLING, IF NECESSARY.

F. CONTRACTOR SHALL BE PREPARED TO DEWATER THE SITE/EXCAVATIONS IN CASE THE ACCUMULATION OF

WATER AND/OR SEEPAGE OCCURS.

E. PLACE A MINIMUM 10 MIL VAPER RETARDER BENERATH ALL FLOOR SLABS.

D. NONEXPANSIVE BACKFILL MATERIAL SHALL BE COMPACTED TO AT LEAST 92% OF ITS MAXIMUM DRY

DENSITY AS DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557).

C. THE SLAB ON GRADE SHALL BE BACKFILLED WITH PROPERLY COMPACTED, NONEXPANSIVE FILL MATERIAL.

NONEXPANSIVE FILL SHALL MEET REQUIREMENTS OF TEXAS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATION FOR BASE COURSE, ITEM 247, TYPE A, GRADE 1 OR 2.

B. REMOVE 6 FEET (MAX) OF EXISTING SOILS OR EXCAVATE TO TOP OF LIMESTONE AND REPLACE WITH COMPACTED, NONEXPANSIVE FILL UNDER SLAB-ON-GRADE CONSTRUCTION. ANY ADDITIONAL FILL

REQUIRED SHALL BE NONEXPANSIVE.

A. STRIP THE VEGETATION, ORGANIC AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD AREA.

2. THE SUBGRADE PREPARATION SHOULD BE AS FOLLOWS:

1. THE FOLLOWING EARTHWORK RECOMMENDATIONS ARE BASED ON THE GEOTECHNICAL REPORT.

31 23 03 STRUCTURAL EARTHWORK

N o.

R ev is io n / I ss ue

D at e By

Ap p' d

0%

C O

R R

EC

TE

D F

IN

A

L D

ES

IG

N

-0 5-

8 41

A

A B

BA.2

A.2

A.8

A.8

0.80.8

1.81.8

S-101

S-101

S-101

1' - 1 5/8" 3' - 4" 19' - 0 3/8"

3' - 3" 23' - 6" 3' - 3"

/4

3'

5/

8" 5'

1/ 4"

8'

/8

5/ 8"

3'

1/

8"

1/

4"

3' - 3"

2'

0"

3'

3"

3' - 3" 23' - 6" 3' - 3"

30' - 0"

5" SLAB ON GRADE OVER

PREPARED SUBGRADE

#3 @ 15" OC EA WAY

1' - 1 3/4"

3' - 4" 19' - 0 1/4"

S-101

HOUSE KEEPING PAD

IN DOG HOUSE AREA

8"

4'

2" 3'

4"

1'

5/

8" 4'

3/ 8"

5' - 3 1/2"

/4

2'

0"

SLOPE SLAB TO DRAIN, TYP

- REF ARCH AND MEP FOR

LOCS AND SIZE

01 FIRST FLOOR

EL 0"

A.2

GRADE BEAM REINF:

3-#5 TOP

3-#5 BOTTOM

#3 STIRRUPS @ 10"

OC TYP1' - 4"

8"

8"

#4 1'-4" X @ 32" OC

2'-0"

#5 x @ 32" OC 8"

D b

LA

P 8"

8" CMU WALL W/ #5

VERT @ 32" OC, MAX

5" SLAB ON GRADE

LI

M

E

ST

O N

E P

EN

TR

A

TI

O N

IN

CONCRETE CURB - SEE

04/S-101

REMOVE CURB AND EXTEND

SLAB TO GRADE BM FACE AT

DOOR LOCS

01 FIRST FLOOR

EL 0"

B A.8

3' - 3"

8"

5"

1'

6" 8"

5" 1'

1"

SEE 03/S-101 FOR

ADDITIONAL INFO

LINTEL OVER OPENING

WITH 2-#4 CONT - REF

08/S-101

#4 VERT @ 12" OC MAX

#4 HORIZ @ 12" OC MAX

8"

#3 HORIZ @ 12" OC MAX EW

01 FIRST FLOOR

EL 0"

#3 BENT BAR @ 18" OC

3-#4 CONT

CENTERLINE OF WALL SEE

PLAN AND ARCH DWGS FOR

LOCS

2' - 6"

EQ EQ

1'

0" 8"

D b

LA

P

8"

5" SLAB ON GRADE WITH

CONT REINF

#5 x @ 32" OC 8"

CONCRETE CURB - SEE

04/S-101

S-101

S-101

S-101

S-101

EXTEND HORIZONTAL

REINFORCING PAST FACE OF

OPENING THRU FILLED CELL

#5 VERT. IN GROUTED CELL

FULL HEIGHT OF WALL @

32" O.C. MAX. - TYP. U.N.O.

(VERIFY WITH ARCH)

LAP WALL REINF A MIN

OF 30Db WITH FOOTING

OR WALL DOWEL

1-#5 VERT. IN

GROUTED CELL EA.

SIDE OF OPENINGS -

EXTEND TO TOP OF

WALL AS SHOWN

ELEVATION

STRUCTURAL MASONRY

1. CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE N-1

UNITS WHICH CONFORM TO ASTM C90, WITH A MINIMUM COMPRESSIVE

STRENGTH OF 1900 PSI.

2. MINIMUM COMPRESSIVE PRISM STRENGTH OF THE MASONRY (f'm)

SHALL BE 1500 POUNDS PER SQUARE INCH WHEN TESTED AT 28 DAYS.

3. MORTAR SHALL CONFORM TO ASTM C270, TYPE S, WITH A MINIMUM

COMPRESSIVE STRENGTH OF 1800 PSI WHEN TESTED IN ACCORDANCE

WITH ASTM C780. MASONRY CEMENT SHALL NOT BE USED.

4. COARSE GROUT SHALL CONFORM TO ASTM C476, WITH A MAXIMUM

AGGREGATE SIZE OF 1/2" AND A MINIMUM COMPRESSIVE STRENGTH OF

2500 PSI.

5. REINFORCE CONCRETE MASONRY UNIT JOINTS WITH LADDER TYPE HOT

DIP GALVANIZED COLD-DRAWN STEEL CONFORMING TO ANSI/ASTM

A82, WITH NO. 9 GAUGE SIDE RODS WITH NO. 9 GAUGE CROSS RODS.

SPACE JOINT REINFORCING AT 16" O.C. UNLESS NOTED OTHERWISE.

LAP JOINT REINFORCING 14" AT SPLICES. JOINT REINFORCING SHALL BE

DISCONTINUOUS AT CONTROL AND EXPANSION JOINTS.

6. GROUT AND REINFORCE THE FIRST CELL AT THE ENDS OF WALLS AND

AT CORNERS.

7. LAP REINFORCING BARS AS NOTED:

a. VERTICAL BARS: 72 BARS DIAMETERS

b. BOND BEAMS: 72 BAR DIAMETERS

c. LINTELS: DO NOT LAP

NOTE: REF. TO ARCH'L.

DRAWINGS FOR LOCATION

AND DIMENSIONS OF WALL

OPENINGS

T.O. FINISHED FLOOR

BOTTOM BOND BM

REINF W/ 2-#5 CONT

(ON THICKENED SLAB)

SEE 12/S-101

DWL INTO SLAB ON GRADE

AND/OR GRADE BEAM

KNOCK-OUT WEB LINTEL

BLOCK BOND BEAM

EXTEND VERTICAL REINF.

THROUGH BOND BEAM

2-#5 CONT. TYP. U.N.O.

CONT.

BOND BEAM CONDITION

LINTEL CONDITION

OPENINGS < 6'-0"6'-0" < OPENINGS < 12'-0"

TROUGH BLOCKS

KNOCK-OUT

WEB BLOCKS

4-#5 CONT. 2-#5 CONT.

#3 x @ 32" O.C. -

ALTERNATE DIRECTION

OF HOOKS

TROUGH BLOCKS

1-#5 CORNER

BAR 2'-6"

2'-6"

2'-6"

1-#5 CORNER

BAR 2'-6"

#5 x 2'-0" AT

CONTROL JOINT

WRAP ONE END

CONTROL JOINT

IN BOND BEAM

TO LINE W/

CONTROL JOINT

IN CMU

JOINT REINFORCING

AT 16" O.C., U.N.O.

#5 VERT. REINF. EA.

SIDE OF CONTROL

JOINT

CONTROL JOINT SPACED

@ +/- 30'-0" O.C. MAX.

U.N.O. BY ARCH'L DWGS.

REF. 6/S-101

FOR CMU WALL VERT.

REINF.

1-#5 BAR VERT.

AT CORNERS

REF. ARCH'L FOR

SEALANT REQUIREMENTS

01 FIRST FLOOR

EL 0"

A

2' - 0"

6" M

IN

LI

M E

ST

O

N E

P

EN

E

TR

A

TI

O N

IN

TO

EXISTING CANOPY

COLUMN

EXISTING CANOPY

COLUMN BASE PLATE

- MATCH EXISTING

ANCHOR BOLT DIAMETER

WITH GALV HILIT HAS

ROD. POST-INSTALL

ANCHOR WITH HILTI HIT-

HY 200 ADHESIVE.

24X24 FOOTING

REINF:

8-#4 VERT

TOP - #3 STIRRUP

MID - #3 STIRRUP @ 10" OC MAX

BOT - #3 STIRRUP

3/4" CHAMFER

ROUGHEN FLOOR

SLAB

#3 x 6" @ 24"

AROUND PERIMETER

OF PAD

1-#3 CONT.

R E

FE

R

A R

C H

'L

9" MAX.

PAD SECTION

ROUGHEN FLOOR

SLAB

#4 x 6" @ 24"

AROUND PERIMETER

OF PAD

#4 @ 12" EA. WAY

SEE PLAN EXTENTS

1/

2" C

LR

S

EE

P

LA

N

N

N c

DRAWN BY

S H

EE

T

TI

TL

E

P R

O

JE

C T

TI

TL

E

OF

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

C O

N

TR

AC

T

N U

M

BE

R F

A

-1

3- D

-0

TA

S K

O R

D

ER

F A

-1 7-

F-

1 2 3 4 5

C

B

A

3-1-2018

4/ 4/

:2

7:

P M

C :\U se rs

\re es ee \D oc um en ts

\6

2_

LA

U G

H

LI

N -A

FB

-B

9_

ST

R

_R

_E li.

R ee se ae co m .c om .rv t

04-05-2018

FO

UN

DA

TI

O N

PL

AN

A N

D

DE

TA

IL

S

S-101

ER IV

ER IV

ER IV ER IV

LAUGHLIN AFB

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

UG

H

LI

N A

FB

AD

AL

D O

G K

EN

NE

L B1

4/4/2018

S-101 Scale: 1/4" = 1'-0"

1 FOUNDATION PLAN

S-101 Scale: 3/4" = 1'-0"

3 TYPICAL FOUNDATION SECTION

S-101 Scale: 3/4" = 1'-0"

5 FOUNDATION SECTION AT EXTERIOR SUMP

S-101 Scale: 3/4" = 1'-0"

12 TYPICAL FOUNDATION SECTION AT INTERIOR WALL

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

6 STANDARD CMU WALL REINFORCING DETAIL

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

7 TYPICAL BOND BEAM DETAIL

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

8 TYPICAL LINTEL DETAIL

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

9 TYPICAL CORNER BARS AT BOND BEAMS DETAIL

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

10 TYPICAL BAR PLACEMENT DETAIL

S-101 Scale: 3/4" = 1'-0"

11 TYPICAL CANOPY COLUMN FOUNDATION DETAIL

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

4 TYPICAL SLAB-ON-GRADE CURB DETAILS

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

2 TYPICAL PAD DETAIL

N o.

R ev is io n / I ss ue

D at e By

Ap p' d

0%

C O

R R

EC

TE

D F

IN

A

L D

ES

IG

N

-0 5-

A B

BA.2

A.2

A.8

A.8

0.80.8

1.81.8

1' - 3 5/8" 23' - 6"

1' - 3 5/8"

4 3/8"

PRE-ENGINEERED CFM TRUSSES

5 EQUAL SPACES = 22' - 9 1/4" 4 3/8"

1'

5/

8"

/2

/2

1'

5/ 8"

T.O. WALL EL. -

SEE ARCH

NOTES:

1. PROVIDE

COLLECTOR

BLOCKS PER 3/S-102

10 GAUGE COLD

FORMED EAVE

STRUT (CONT.)

COLLECTOR BLOCK

SEE 3/S-102

MASONRY WALL -

SEE PLAN

SEE PLAN

LIGHT

GAUGE

TRUSS

12 GAUGE x BENT

PL CONT. W/ 4-#10

SCREWS TO EACH

TRUSS

4" 4"

METAL ROOF

DECK, SEE

STRUCTURAL

NOTES-TYP. U.N.O.

PRE-ENGINEERED

CFM TRUSSES BY

OTHERS

CFM TRUSS TO WALL

CONNECTION PER

TRUSS DESIGNER

12 GA. x 4" CONT.

STRAP W/ 3"-#10

SCREWS TO EACH

TRUSS TOP

CHORD

10 GA. x 3" LEGS

COLLECTOR BLOCK

CONT. BETWEEN

TRUSSES- PROVIDE

ONE BLOCK EVERY

OTHER TRUSS, TYP.

#10 SCREWS @ 6"

TO COLLECTOR

BLOCK, TYP.

TITAN 1/4" X 1 1/2"

SST MASONRY

SCREWS @ 6" TO

WALL, TYP.

N

N c

DRAWN BY

S H

EE

T

TI

TL

E

P R

O

JE

C T

TI

TL

E

OF

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH