Washington, DC 20036 202 659-5600

Architecture Planning Interiors

1120 Connecticut Avenue, NW Suite 1250

Karn Charuhas Chapman & Twohey

CONTRACT NO: SAQMMA-11-D0026

TASK NO.: SAQMMA -12-F4396

KCCT PROJECT NO: 2012290.00

United States Department of State

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

Washington, DC JULY 18, 2014

WARNING: This document is the property of the U.S. Government. Further

Reproduction and/or distribution is prohibited without the express written approval of

U.S. Department of State

ATTN: Chrissie Fields

Washington, DC 20520

U.S. CONSULATE, PESHAWAR, PAKISTAN

Structural Engineers 8120 Woodmont Avenue, Suite 640

Bethesda, Maryland 20814

Mechanical/Electrical/Plumbing Engineers 4035 Ridge Top Road, Suite 650

Fairfax, Virginia 22030

Fire Protection - Life Safety 3040 Williams Dr., #400

Fairfax, Virginia 22031-4618

E.K. Fox & Associates, Ltd.

Johns & Bhatia Engineering Consultants, Ltd.

Telecommunications 22461 Shaw Road

Dulles, Virginia 20166

Rolf Jensen & Associates, Inc.

M.C. Dean, Inc.

THIS SHEET IS UNCLASSIFIED WITHOUT ATTACHMENTS

Construction Services 1048 Florida Boulevard

Baton Rouge, Louisiana 70802

SENSITIVE BUT UNCLASSIFIED

HATS

unx

PESHAWAR HATS

ARCHITECTURAL DRAWINGS

UNCLASSIFIED

RabbaniMA Rectangle

RabbaniMA Rectangle

RabbaniMA Rectangle

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A/E Project Number

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OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

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B

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OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

ARCHITECTURAL

UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

7/18/14

GEN

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

INDEX TO DRAWINGS

G001PS

YH

PESH-G001.DWG

INDEX TO DRAWINGS

SHEET NUMBER SHEET NAME

90% Structural

IFC

Structur al 35% 100% Final

MOD-1

Discipline Sheet Name 35%

GENERAL -

GEN G000 GENERAL - COVER SHEET ● ● ● ● ●

GEN G001 GENERAL - INDEX TO DRAWINGS ● ● ● ● ●

GEN G002 GENERAL - NOTES, ABBREV., DOOR SCHEDULE AND FINISHES ● ● ● ● ●

GEN G003 GENERAL - QA CHECKLIST N/A

LIFE SAFETY

GEN XL001 LIFE SAFETY NOTES & LEGEND ● ● ●

SDA XL101 LIFE SAFETY LEVEL 1 FLOOR PLAN ● ●

SDA XL102 LIFE SAFETY LEVEL 2 FLOOR PLAN ● ●

SDA XL401 LIFE SAFETY LIFE SAFETY TYPICAL LAYOUT ● -

ARCHITECTURAL

SDA A001 ARCHITECTURAL SITE PLAN ● ● ●

GEN A002 ARCHITECTURAL HATS UNIT ● ● ● ● ●

SDA A101 ARCHITECTURAL LEVEL 1 FLOOR PLAN ● ● ● ● ●

SDA A102 ARCHITECTURAL LEVEL 2 FLOOR PLAN ● ● ● ● ●

SDA A103 ARCHITECTURAL ROOF PLAN ● ● ●

SDA A121 ARCHITECTURAL REFLECTIVE CEILING PLAN- LEVEL 1 ● ● -

SDA A122 ARCHITECTURAL REFLECTIVE CEILING PLAN- LEVEL 2 ● ● -

SDA A201 ARCHITECTURAL BUILDING ELEVATIONS ● ● ● ●

SDA A301 ARCHITECTURAL BUILDING SECTIONS ● ● ●

SDA A401 ARCHITECTURAL HATS TYPICAL PLANS ● ● N/A

SDA A402 ARCHITECTURAL INTERIOR ELEVATIONS ● ● N/A

SDA A403 ARCHITECTURAL EXTERIOR ELEVATIONS ● ● N/A

SDA A411 ARCHITECTURAL ADA FLOOR PLAN, FURNITURE PLAN & RCP ● N/A

SDA A412 ARCHITECTURAL ADA INTERIOR ELEVATIONS ● N/A

SDA A413 ARCHITECTURAL ADA EXTERIOR ELEVATIONS ● N/A

SDA A501 ARCHITECTURAL GENERAL DETAILS ● N/A

SDA A502 ARCHITECTURAL WINDOW AND DOOR DETAILS ● ● ● -

SDA A601 ARCHITECTURAL SCHEDULES AND PARITION DETAILS ● ● ● ● N/A

SDA A801 ARCHITECTURAL BACK WALL PENETRATIONS ● ● N/A

SDA A802 ARCHITECTURAL FRONT WALL PENETRATIONS ● ● N/A

STRUCTURAL

SDA S001 STRUCTURAL STRUCTURAL NOTES ●

SDA S101 STRUCTURAL LEVEL 1 PLAN ● ● ● ● ●

SDA S102 STRUCTURAL LEVEL 2 FRAMING PLAN ● ● ● ● ●

SDA S103 STRUCTURAL ROOF FRAMING PLAN ●

SDA S201 STRUCTURAL HATS ELEVATIONS ● ● ● ● -

SDA S202 STRUCTURAL HATS ELEVATIONS ● ● ● ● -

SDA S301 STRUCTURAL SECTIONS THRU WALK-WAY ●

SDA S401 STRUCTURAL ENLARGED STEEL DETAILS ●

SDA S501 STRUCTURAL TYPICAL HATS CORNER CASTING CONNECTION DET. ● ● ● ● -

SDA S601 STRUCTURAL TYPICAL STRUCTURAL DETAILS ●

MECHANICAL

SDA M001 MECHANICAL NOTES, ABBREV., DETAILS, AND DEMARC POD PLAN ● ● ●

SDA M100 MECHANICAL PARTIAL SITE PLAN ● -

SDA M101 MECHANICAL HATS LEVEL 1 NEW WORK PLAN ● ● N/A

SDA M103 MECHANICAL HATS LEVEL 2 NEW WORK PLAN N/A

SDA M201 MECHANICAL STAFF RESIDENCE PLAN ● ● -

ELECTRICAL

SDA E001 ELECTRICAL SYMBOLS LIST, DRAWING LIST & ABBREVIATIONS ● ● ●

SDA E101 ELECTRICAL SITE UTILITY PLAN ● ● ●

SDA E102 ELECTRICAL LEVEL 1 NEW WORK PLAN ● ● ●

SDA E103 ELECTRICAL LEVEL 2 NEW WORK PLAN ● ●

SDA E104 ELECTRICAL ROOF LEVEL LIGHTNING PROTECTION PLAN ● ●

SDA E601 ELECTRICAL PANELBOARD SCHEDULES & ONE-LINE DIAGRAM ● ●

SDA E801 ELECTRICAL ELECTRICAL DETAILS ● ● -

PLUMBING

SDA P001 PLUMBING SYMBOLS LIST, DRAWING LIST & ABBREVIATIONS ● ● ●

SDA P101 PLUMBING POD LEVEL 1 NEW WORK PLAN ● ● ●

SDA P102 PLUMBING POD LEVEL 2 NEW WORK PLAN ● ● ●

SDA P103 PLUMBING TYPICAL STANDARD MODULE EXTERIOR POD WALL PENE.

PLANS

● ● N/A

SDA P104 PLUMBING SITE PLAN PLUMBING ● ● N/A

FIRE PROTECTION

GEN FP001 FIRE PROTECTION NOTES, DETAILS, LEGEND ● ●

SDA FP101 FIRE PROTECTION LEVEL 1 FLOOR PLAN ● ●

SDA FP102 FIRE PROTECTION LEVEL 2 FLOOR PLAN ● ●

SDA FP401 FIRE PROTECTION FIRE PROTECTION TYPICAL LAYOUT ● -

FIRE ALARM

GEN FA001 FIRE ALARM MATRIX, NOTES, LEGEND ● ● ●

SDA FA101 FIRE ALARM LEVEL 1 FLOOR PLAN ● ●

SDA FA102 FIRE ALARM LEVEL 2 FLOOR PLAN ● ●

SDA FA401 FIRE ALARM FIRE ALARM TYPICAL LAYOUT ● -

TELECOM

GEN T001 TELECOM SYMBOLS & ABBREVIATIONS ● ● ●

SDA TN101 TELECOM LEVEL 1 & 2 FLOOR PLAN ●

SDA TN401 TELECOM TYPICAL PLAN ● ● ●

SDA TN402 TELECOM RISER DIAGRAMS ● ●

SDA TN601 TELECOM RISER DIAGRAMS ● ● ●

SCOPE OF WORK:

1. WORK INCLUDED:

35% SUBMITTAL:

-WALKWAYS, STAIRS, CONCRETE SLABS-ON-GRADE, &

ROOFS (ARCHITECTURAL, STRUCTURAL, ELECTRICAL, FIRE

PROTECTION & TELECOMMUNICATIONS)

2. FOUNDATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.

3. POD (HATS) TO BE DESIGNED & SUPPLIED BY OTHERS; CMICI.

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

F1

R.O

D3

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A/E Project Number

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OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

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G

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OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

ARCHITECTURAL

UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

7/18/14

GEN

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

1 : 50

NOTES, ABBREV., DOOR

SCHEDULE AND FINISHES

G002PS

YH

PESH-G002.DWG

DETAIL DRAWN

ON THIS SHEET

SECTION DRAWN

ON THIS SHEET

SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

DETAIL

SYMBOL

REFERENCED

FROM THIS SHEET

DETAIL

NUMBER

SECTION

NUMBER

REFERENCED

FROM THIS SHEET

ELEV.

NUMBER

ELEV. DRAWN

ON THIS SHEET

ELEV. DRAWN

ON THIS SHEET

ELEVATION

SYMBOL

ELEV.

NUMBER

DETAIL DRAWN

ON THIS SHEET

DETAIL

INDICATOR

REFERENCED

FROM THIS SHEET

DETAIL

NUMBER

DRAWING AREA

REQUIRING DETAIL

OVERFLOW

SCUPPER

RD

SLOPE

REFERENCE SYMBOLS MATERIAL DESIGNATION

ROOF LEGEND

MATERIAL TO BE REMOVED

(VARIOUS)

ROUGH WOOD

DISCONTINUOUS

STONE -

GRANITE/MARBLE

ROUGH WOOD

CONTINUOUS

PLASTER, STUCCO &

GROUT

BATT

INSULATION

METAL

FINISH

WOOD

RIGID

INSULATION

GRANULAR

FILL

EARTH

CONCRETE

MASONRY

CONCRETE

ACOUSTICAL CEILING

TILE

EXISTING

CONDITIONS

ASPHALT

PAVEMENT

ELEVATION

SYMBOL

NEW

COLUMN GRID

SYMBOL

PARTITION

SYMBOL

EQUIPMENT

SYMBOL

ROOM NUMBER

SYMBOL

DOOR NUMBER

SYMBOL

WINDOW

SYMBOL

EXISTING

NORTH SYMBOL

(REFERENCE NORTH)

SCALE

SYMBOL

LIGHTWEIGHT CONCRETE TOPPING

SLAB

ROOF DRAIN AND

OVERFLOW

DIRECTION OF ROOF

SLOPE

EXHAUST FAN ON

CURB

PIPE/DUCT

PENETRATION

DUCT PENETRATION W/

CURB

VENT/PIPE

PENETRATION

PIPE PENETRATION W/

GOOSENECK

000 000

ABBREVIATIONS

& AND

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

AC ACOUSTICAL CEILING

ACOUST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

AVR AUTOMATIC VOLTAGE

REGULATOR

BD BOARD

BFF BELOW FINISH FLOOR

BIT BITUMINOUS

BLDG BUILDING

BLK(G) BLOCKING

BM BEAM

BO BOTTOM OF

BOD BOTTOM OF DECK

BOT BOTTOM

BR BALLISTIC RESISTANT

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTWN BETWEEN

BUR BUILT UP

ROOFING

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CAC COMPOUND ACCESS CONTROL

CAS CARD ACCESS SYSTEM

CB CHALK BOARD, CATCH BASIN

CEM CEMENT

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED, OWNER INSTALLED

CG CORNER GUARD

CHEM CHEMICAL

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CLG CEILING

CLOS CLOSET

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMPRSS COMPRESS

CMTS COMMENTS

CMU CONCRETE MASONRY UNIT

CNTR CENTER

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CR CARD READER

CSK COUNTERSINK

CT CERAMIC TILE

CU CUBIC

CU

FT

CUBIC FOOT

(FEET)

CW COLD WATER

D DEPTH

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DITTO

DP DAMP PROOFING

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING(S)

E EAST

(E) EXISTING

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATED FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EMS VIETNAMESE VISA DISTRABUTION COMPANY

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EW/SS EYE WASH/SAFETY SHOWER

EXIST EXISTING

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

F FAHRENHEIT/FLUSH

FA FIRE ALARM

FAB FABRICATE

FD FLOOR DRAIN

FE FORCED ENTRY

FE(C) FIRE EXTINGUISHER (CABINET)

FE/BR FORCED ENTRY/BALLISTIC RESISTANT

FF FACTORY FINISH

FF FACTORY FINISH

FFE FINISH FLOOR ELEVATION

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FIN FINISH(ED)

FIX FIXTURE

FLASH FLASHING

FLR FLOOR

FO FACE OF

FOUND FOUNDATION

FP FIREPROOF

FR FIRE RATED

FRP FIRE REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT OR FEET

FTG FOOTING

FURR FURRED(ING)

FUT FUTURE

FVC FIRE VALVE CABINET

G GAGE (GAUGE)

GAL GALLON(S)

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT FURNISHED EQUIPMENT

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS, GLAZING

GOVT GOVERNMENT

GWB GYPSUM WALLBOARD

GYP GYPSUM

H HIGH

HB HOSE BIBB, HORIZONTAL BLINDS

HC HANDICAP

HD HEAVY DUTY

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HG HEAVY GAUGE

HT HEIGHT

HK HOUSEKEEPING

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSE POWER

HR HOUR

HVAC HEATING/VENTILATING/AIR CONDITIONING

HW HARDWARE, HOT

WATER

I/O INSIDE/OUTSIDE

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

INCL INCLUDE (ED) (ING)

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

KD KNOCKED DOWN

KIT KITCHEN

KO KNOCK OUT

KP KICK

PLATE

L STEEL ANGEL, LENGTH, LONG

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LB(S) POUND(S)

LF LINEAL FEET

LH LEFT HAND

LHRB LEFT HAND REVERSE BEVEL

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTWT LIGHTWEIGHT

LVL LEVEL

LVR LOUVER

M METER(S)

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MED MEDIUM

MECH MECHANICAL

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

mm MILLIMETER(S)

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MOV MOVABLE

MR MOISTURE RESISTANT

MSGQ MARINE SECURITY GUARD QUARTERS

MTG HT MOUNTING HEIGHT

MUA MAKE-UP AIR

MULL MULLION

N NORTH

N/A NOT APPLICABLE

NEC NEW EMBASSY COMPOUND

NIC NOT IN CONTRACT

NOB NEW OFFICE BUILDING

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENTS

NTS NOT TO SCALE

NO.# NUMBER

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OH OVERHEAD, OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF

DRAIN

P (P) PAINT(ED)

PAC PUBLIC ACCESS CONTROL

PAR PARALLEL

PART PARTITION

PART BD PARTICLE BOARD

PC PIECE

PCC PRECAST CONCRETE, POST COMMUNICATION CENTER

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE(D)

PERIM PERIMETER

PERP PERPENDICULAR

PF PREFABRICATED

PJ PANEL JOINT

PL PLATE, PROPERTY LINE

PLBG PLUMBING

P-LAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PO POWER OPERATED

PR PAIR

PREFAB PREFABRICATED

PRF PREFINISHED

PREMAN PREMANUFACTURED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PRESSURE TREATED, PORCELAIN TILE

PTD PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

PRYRO PYROPHORIC

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

(R) RECESSED

R RADIUS, RISER, ROUND

RA RETURN AIR

RB RESILIENT BASE, RUBBER BASE

RCP REFLECTED CEILING PLAN

REC RECREATIONAL

RECPT RECEPTACLE

REF REFERENCE

REFRIG REFRIGERATOR

REINF REINFORCE (D), (ING)

RELO RELOCATION

REQ REQUIRE

REQD REQUIRED

RES RESILIENT

REV REVISION(S), REVISED

RD ROOF DRAIN

RH RIGHT HAND

RHRB RIGHT HAND REVERSE BEVEL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAINWATER

LEADER

(S) SURFACE MOUNTED

S SEALED, SOUTH

SC SEALED CONCRETE

SCWD SOLID CORE WOOD

SCHED SCHEDULE

SD STORM DRAIN

SDG SIDING

SEC SECTION

SF SQUARE FOOT (FEET)

SHEATH SHEATHING

SHT SHEET

SHW SECURITY HARDWARE

SHWR SHOWER

SIM SIMILAR

SM SHEET METAL

SP SOUNDPROOF

SPEC(S) SPECIFICATION(S)

SPKER SPEAKER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL, SERVICE SINK

SSM SOLID SURFACE(ING) MATERIAL

SSR STANDING SEAM ROOF

ST STREET

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SVT SOLID VINYL TILE

SW SWITCH

SYM SYMMETRY

SYS SYSTEM

T THICKNESS, TEE

T&G TONGUE AND GROOVE

TB TACK BOARD

TBD TO BE DETERMINED

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TELECOM TELECOMMUNICATIONS

TEMP TEMPORARY, TEMPERED, TEMPERATURE

TERM TERMINATION

TERR TERRAZZO

TH THICK(NESS)

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOIL TOILET

TOP TOP OF PARAPET

TOS TOP OF STEEL, TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TRANS TRANSPARENT

T-STAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U URINAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

USAID UNITED STATES AGENCY FOR

INTERNATIONAL DEVELOPMENT

UTL UTILITY

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VO VISION OPENING

VP VENT PIPE

VPL VENEER PLASTIC

VS VERSUS

VT VINYL TILE

VWC VINYL WALL

COVERING

W WIDTH, WIDE, WEST

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WC WATER CLOSET

WD WOOD

WDB WOOD BASE

WDF WOOD FLOORING

WG WIRE GLASS

WH WALL HUNG, WATER HEATER

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOFING

WR WATER REPELLENT

WS WEATHERSTRIP, WINDOW SHADE(S)

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE

FABRIC

YD YARD

NOTE: ALL ABBREVIATIONS MAY NOT BE NECESSARILY

USED

000 000

000 000

CEILING

TAG

A.F.F.

0REVISION

SYMBOL

0000KEYNOTE

SYMBOL

1: The General Contractor shall coordinate all Work. The General

Contractor shall supervise and direct the construction Work and be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures.

2:

Dimensions:

� Do NOT scale the drawings.

� All dimensions shall be verified in the field (VIF); any discrepancies shall be reported to the architect for review. Resolution to the discrepancies shall occur prior to continuation of the work in the area in question. � Unless otherwise noted, all floor plan dimensions shall be:

For New Construction:

-Face of GWB or plaster at stud framed construction

-Face of exposed masonry

-Face of exposed concrete

For Existing Construction:

-Face of existing � For dimensions and exact locations of remaining construction and extent of demolition, the General Contractor shall derive the design intent from the drawings.

� Dimensions are in metric

� Indicated with "M" are meters

� Indicated without letter designation are millimeters

3: Maintain integrity of all fire rated construction; floors, floor/ceilings, roofs, shafts, walls, and/or partitions.

� Fire safe/ seal all penetrations for piping, wiring, etc.

� Fire safe/ seal all voids/ gaps created at the intersection, abutment, and/or juncture of adjacent materials.

� Items recessed into GWB rated walls/ partitions, shall be wrapped within the partition cavity with rated GWB material per standard UL listed assemblies.

� Fire safe/ seal existing voids in existing fire rated construction.

� Refer to the Project Specification for fire safing/sealing materials and installation.

� Refer to Life Safety (LS) drawings for required fire rated construction.

� All concealed spaces within partitions, walls, floors, roofs, furring, chases,etc. that would permit the passage of flame, smoke, flumes, and/or hot gasses between floor/roof spaces or concealed areas shall be fire stopped in accordance with applicable Code(s).

� All multi-floor shafts/ chases (stair, elevator, duct, piping bundles, etc) shall be constructed of the required & specified fire resistance rating.

4: Blocking and supports; all partitions/ cavity walls/ ceilings indicated to receive equipment, millwork, accessories, etc. shall be reinforced as required to properly support that item.

Blocking shall be steel sheet flat strap or backing plate OR fire treated wood blocking.

5: Illustrated Details shall apply to all typical and similar conditions, whether specifically indicated or not.

6: Provide and locate access doors and panels in ceiling and wall constructions as required for the installation of and/or continued service/ maintenance access to mechanical, plumbing, fire protection, electrical, and/or telecom work. Field coordinate.

7:

Ceilings:

� Ceiling heights are measured from finished floor to underside of finished ceiling material or suspended ceiling grid at regular ceiling tiles systems.

� Items located in/on ceiling tiles shall be centered in the tile both ways, unless otherwise noted (UON).

� Provide ceiling system bracing as indicated by special project conditions

(seismic,explosion,etc).

� At fire rated floor or roof construction, the ceiling system may contribute to that rating; see details and specification.

8:

Doors:

� All doors to receive wall mounted door stop on partition perpendicular to door partition, unless noted otherwise. Locate stop at door lever height.

� At doors located without a perpendicular partition, provide a floor mounted stop or a hinge stop (see door schedule).

9:

Watertightness:

� Any and all roof and wall penetrations shall be made watertight. Contractor to coordinate for compliance with the roof &/or waterproofing manufacturer's warranty requirements including but not limited to the qualifications of the roofing/waterproofing contractor to perform the work and the recommended method and material of making the penetration watertight, whether in new or existing work.

� All roofing, waterproofing, and flashing shall conform to specifications and requirements of the NRCA Roofing & Waterproofing Manual, latest edition. Sheet metal flashings shall also comply with SMACNA Architectural Sheet Metal Manual, latest edition.

10: Provide vibration isolation at all mechanical equipment Unless otherwise indicated, mechanical contractor shall engineer mechanism to provide vibration and sound isolation as to eliminate transmission to building and occupants.

11: The Contractor shall be responsible for providing adequate bracing and protection of all work during construction to prevent damage, breakage, collapse, distortion, and/or misalignment as compliant with applicable Codes, standards, and good practice.

12: The Contractor shall protect all construction (newly installed, existing, etc) and all construction materials as to not be damaged during the construction operation and project time. The Contractor shall be aware that many concrete elements (columns, walls, slabs, etc) are scheduled to be exposed, with no concealing finishes, and shall take the required actions to protect these elements.

13: Renovation/ Addition

Projects:

� Repair, replace, and/or patch all surfaces which are damaged or exposed due to removal of existing work, or changes to existing conditions, all mechanical, electrical, plumbing, or other work that is in conjunction with or as a result of these alterations. Patched surfaces, unless otherwise indicated, shall be of same material and texture as adjacent surfaces.

Maintain required fire-rating of assembly. All existing construction which is demolished in order to construct new work and is indicated on drawings as existing shall be reconstructed to its original condition.

� Any damage that is the result of this work to areas outside this work shall be repaired to existing condition to the satisfaction of the architect and owner at the contractor's expense.

� Provide selective demolition as needed for the modification/installation of equipment, systems, devices, etc., whether specifically noted or not.

14: All construction shall be in accordance with the 2009 Edition of the

International Code Council's International Codes as amended by the 2012 O.B.O.

International Supplement.

15: Refer to specification section 09912 for painting materials schedule and drawing finish schedule/ finish legend. All partially or fully exposed exterior steel shall be prepped and finished per specification section 09960- High

Performance Coatings.

GENERAL NOTES

BUILDING FLOOR ROOM

2000 4000 6000 8000

Revisions Rev Number Description Date

EXTERIOR FINISH MATERIAL LIST

TYPE

PT-3

PT-4

DESCR.

PAINT

PAINT

MANUFACTURER

JOTUN

JOTUN

COLOR

RED,GREY

GREY

LOCATION

EXTERIOR STEEL

(BEAMS, COLUMNS,

UNDERSIDE ROOF

DECK)

EXTERIOR RAILINGS

REMARKS

HIGH

PERFORMANCE

COATING

HIGH

PERFORMANCE

COATING

PT-5 PAINT JOTUN TO MATCH

"ASH"

WHITE (#

3103) BY

ICI DELUX

EXTERIOR DEMARC

POD (6 SIDES)

HIGH

PERFORMANCE

COATING

PT-6 PAINT RAL (#7044)

SILK GREY

EXTERIOR DEMARC

POD (6 SIDES)

HIGH

PERFORMANCE

COATING

DOOR SCHEDULE

DOOR NO. Quantity DOS CODE

ROUGH OPNG DOOR FRAME

FIRE

RATING

HARDWARE

REMARKSW HT PAIR

DOOR SIZE

TYPE SWING MATL FINISH TYPE PROFILE FINISH

DETAILS

SHW HWW HT T HEAD JAMB SILL

1402 1 2111 1015 2185 - 915 2135 45 D3 RHRB HM PT-2 F1 HM - - - 13- FF 6 5/8 4HM

DOOR AND FRAME TYPES

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

GRATING

S

S

S

S

S

S

S

S

S

S S

S

S

S S

S

E

E

E

E E

E

E

E

E

E

E

EE

E

E

LPLP

LP

LP

LP

LP

LP

LP

LP

GL

GL

GL

GL

GL GL

GLGL

GLGLGL

GL

GL

GL

GL

GL

LP

DIESEL PIPE LINE

U N

D E

R G

R O

U N

D D

IE

SEL TAN

K

CP-2

CP-4

CP-3

CP-5

CP-12

CP-13

CP-16

CP-8

CP-7

CP-6

3M

SETBACK

EX. P.O.R.

OFFICES

COMMISARY

POD 1.11

POD 1.3

POD 1.2

POD 1.1

POD 1.10

POD 1.9

POD 1.8

POD 1.12

POD 1.13

POD 1.15

POD 1.14

POD 1.7

POD 1.6

POD 1.5

POD 1.4

EX.

EX.

EX. GENERATOR #1

NEW CONCRETE

PAD/FOUNDATION

NEW CONCRETE PAD

NEW FIRE PUMP

UP

UP

NEW WATER TANK

3M SETBACK

NEW

GENERATOR

DEMARC

41 2 3

A

B

C

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1110987654

A/E Project Number

12 13 14 15 16 17

OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

GENERAL

SENSITIVE BUT UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

SENSITIVE BUT UNCLASSIFIED

7/18/14

GEN

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

1 : 100

SITE PLAN

A001PS

YH

PESH-A001.DWG

1 : 100A001A201

SITE PLAN1

PLAN NORTH

0 mm

1:

2000 4000 6000 8000

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

RabbaniMA Rectangle

41 2 3

A

B

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D

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1110987654

A/E Project Number

12 13 14 15 16 17

OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

ARCHITECTURAL

UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

GENERAL NOTES

7/18/14

GEN

1.

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

As indicated

HATS UNIT

A002PS

YH

PESH-A002.DWG

1 : 20A002

FRONT ELEVATION5

1 : 20A002

SIDE ELEVATION1

1 : 20A002

REAR ELEVATION4

1 : 5A002

FLOOR PLAN / ROOF PLAN2

1 : 20A002

SECTIONAL PLAN3

1) HATS UNITS ARE FABRICATED BY CMCI.

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

RabbaniMA Rectangle

A201

A2013

A201

A201 2

F

3 4

POD 1.11

POD 1.3

POD 1.2

POD 1.1

POD 1.10

POD 1.9

POD 1.8

POD 1.12

POD 1.13

POD 1.15

POD 1.7

POD 1.6

POD 1.5

POD 1.4

E

D

C

B

A

5.1

RCC WALL

EX. UNDERGROUND

WATER TANK

RCC W

ALL

R C

C W

ALL

3M SETBACK

3M

SETBACK

EXISTING

GENERATOR #1

EX. DIESEL TANK

NEW WATER TANK

NEW CONCRETE PAD

NEW FIRE PUMP (SEE LIFE SAFETY)

CONCRETE SLAB TO BE PROVIDED BY OTHERS.

- SEE STRUCTURAL-

EXISTING POR

UP 15

RISERS

UP 15

RISERS

A101 A301

NEW

GENERATOR

A101 A301

-24

286 TYP

CJ

CJ

-24

G

AA 4

A101 A501

A101 A501

SIM.

+50 ABOVE HIGHEST ADJACENT GRADE

(FIELD COORDINATE)

STEEL POST, TYP. - SEE STRUCTURAL

1120 MIN.

1120 MIN.

A101 A301

DS

DS

DS

DS

DS

DS

DS

DS

POD 1.14

5858 420 1850 420 5858 1755

6.1 7.1

3350 3350 3350

DS

DEMARC

41 2 3

A

B

C

G

D

E

F

H

I

J

5 6 7 8 9 10 11

K

L

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N

O

P

1110987654

A/E Project Number

12 13 14 15 16 17

OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

ARCHITECTURAL

SENSITIVE BUT UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

GENERAL NOTES

7/18/14

1.

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

1 : 50

LEVEL 1 FLOOR PLAN

A101PS

YH

PESH-A101.DWG

1 : 50A101A201

LEVEL 1 FLOOR PLAN1

1) VERIFY ALL DIMENSIONS WITH PODS MANUFACTURER.

PLAN NORTH

0 mm

1:

1000 2000 3000 4000

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

F

3 4

POD 2.13

POD 2.8POD 2.7

POD 2.14

E

D

C

B

A

5 5.1 6

POD 2.6

POD 2.5

POD 2.4

POD 2.3

POD 2.2

POD 2.1

POD 2.9

POD 2.10

POD 2.11

POD 2.12

WALKWAY: METAL GRATING

ROOF OVERHANG ABOVE (TYP.)

ROOF OVERHANG ABOVE (TYP.)

METAL RAILING

DOWN 15

RISERS

DOWN 15

RISERS

A101 A301

A101 A301

A101 A301

METAL RAILINGS

2787 TYP

2787 TYP

G

AA 4

A101 A501

WALKWAY: METAL GRATING

METAL RAILING

A101 A501

SIM.

DS

DS

DS

DS

DS

DS

DS

DS

CONDENSERS ON CONCRETE PAD

(BELOW AT GRADE)

POD 2.15

1850 420 3350 2508 1755

21 6.1

7.1

5858 420 2438

POD 1.8

41 2 3

A

B

C

G

D

E

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A/E Project Number

12 13 14 15 16 17

OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

ARCHITECTURAL

SENSITIVE BUT UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

GENERAL NOTES

7/18/14

1.

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

1 : 50

LEVEL 2 FLOOR PLAN

A102PS

YH

PESH-A102.DWG

1 : 50A102A201

LEVEL 2 FLOOR PLAN1

1) VERIFY ALL DIMENSIONS WITH PODS MANUFACTURER.

PLAN NORTH

0 mm

1:

1000 2000 3000 4000

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

F

3 4

E

D

C

B

A

5 5.1 6

METAL GUTTER (TYP.)

TYPICAL UNIT ROOF

SLOPE DN

2:12

SERPENTINE GALVANIZED METAL ROOFING

METAL GUTTER (TYP.)

A101 A301

A101 A301

A101 A301

A103 A501

G

AA

DOWNSPOUT LOCATION

DOWNSPOUT LOCATION

DOWNSPOUT LOCATION

DOWNSPOUT LOCATION

DOWNSPOUT LOCATION

TYP.

TYP.

PROVIDE PRE-COMPRESSED

SILICONE SEAL AT POD-

TO-POD ROOF LEVEL

ABUTMENT - SEE DETAIL 1

ON SHEET A501

A103 A501

TYP.

A103 A501

(C O

R N

E R

T O

C O

R N

E R

(CORNER TO CORNER)

721 6.1

7.1

41 2 3

A

B

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A/E Project Number

12 13 14 15 16 17

OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

ARCHITECTURAL

UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

7/18/14

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

1 : 50

ROOF PLAN

A103PS

YH

PESH-A103.DWG

1:50

1 : 50A103A201

ROOF PLAN2

PLAN NORTH

0 mm

1:

1000 2000 3000 4000

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

LEVEL 1

LEVEL 2

TOP OF SLAB

-118

TOP OF UNIT

ROOF

GUTTER

SERPENTINE GALVANIZED METAL ROOF

DOWN SPOUT

METAL GUARDRAIL

CONDENSER UNITS

1ST FLOOR F.F.

LEVEL 1

LEVEL 2

TOP OF SLAB

-118

TOP OF UNIT

ROOF

6211STEEL BEAMS (SEE STRUCTURAL)

SERPENTINE GALVANIZED METAL ROOF

METAL GUARDRAIL

1ST FLOOR F.F.

LEVEL 1

LEVEL 2

TOP OF SLAB

-118

TOP OF UNIT

ROOF

SERPENTINE

GALVANIZED

METAL ROOF

GUTTER

DOWN SPOUT

STEEL BEAMS

(SEE STRUCTURAL)

METAL HAND &

GUARDRAILS (BOTH

SIDES OF STAIR)

GUTTER

METAL GUARDRAIL

METAL GUARDRAIL

CONDENSER UNIT

1ST FLOOR F.F.

LEVEL 1

LEVEL 2

TOP OF SLAB

-118

TOP OF UNIT

ROOF

SERPENTINE GALVANIZED METAL ROOF

DOWN SPOUT

GUTTER

STEEL BEAMS - SEE STRUCTURAL

METAL GUARDRAIL

GUTTER

METAL HAND &

GUARDRAILS (BOTH

SIDES OF STAIR)

1ST FLOOR F.F.

41 2 3

A

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1110987654

A/E Project Number

12 13 14 15 16 17

OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

ARCHITECTURAL

UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

GENERAL NOTES

7/18/14

1.

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

1 : 50

BUILDING ELEVATIONS

A201PS

YH

PESH-A201.DWG

1 : 50A201A101

WEST ELEVATION2

1 : 50A201A101

EAST ELEVATION3

1 : 50A201A101

SOUTH ELEVATION4

1) VERIFY ALL DIMENSIONS WITH PODS

MANUFACTURER

1 : 50A201A101

NORTH ELEVATION1

0 mm

1:

1000 2000 3000 4000

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

LEVEL 1

LEVEL 2

TOP OF SLAB

-118

TOP OF UNIT

ROOF

A103 A501

A101 A301

A103 A501

SERPENTINE GALVANIZED

METAL ROOF

1ST FLOOR F.F.

LEVEL 2

TOP OF SLAB

-118

TOP OF UNIT

ROOF

SERPENTINE GALVANIZED METAL ROOF

GUTTER

GUARD RAIL

(SEE DETAIL 3/A501)

A301 A501

DEMARC POD

1ST FLOOR F.F.

LEVEL 1

LEVEL 2

TOP OF LOWER

COLUMN

TOP OF SLAB

-118

TOP OF UNIT

TOP OF UPPER

COLUMN

ROOF

5"Ø (125mm) GUTTER

BAR GRATE

CONCRETE SLAB - SEE

A101 FOR SPOT ELEVATIONS

AND STRUCTURAL DRAWINGS

FOR EXTENT

FACE OF POD

FACE OF POD

METAL ROOF DECK

(SEE STRUCTURAL)

4" Ø (100mm) DOWN SPOUT

GUARD RAIL (BEYOND) (SEE DETAIL 3/A501)

LIGHT FIXTURE

LIGHT FIXTURE

A103 A501

TYP.

A301 A501

LOCATION OF

UTILITIES, SUSPENDED

WITH UNISTRUT

SUPPORTS - SEE

MEP, FA, FP & TN

DRAWINGS

LOCATION OF

UTITLITY

RISERS -

SEE MEP

DRAWINGS

LOCATION OF UTITLITY RISERS -

SEE MEP, FA, FP & TN DRAWINGS

SERPENTINE GALVANIZED

METAL ROOFING

1ST FLOOR F.F.

A301 A301

TWISTLOC

(FURNISHED BY

CMCI. INSTALLED BY

POD CORNER CASTING

T O

P O

F S

T E

P

TWISTLOC

(FURNISHED BY

CMCI. INSTALLED

BY _____ )

2ND FLOOR BAR

GRATE WALKWAY

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CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

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F

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OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

ARCHITECTURAL

UNCLASSIFIED

2012290.00

SAQMMA-12-F4396

7/18/14

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

As indicated

BUILDING SECTIONS

A301PS

YH

PESH-A301.DWG

1 : 50A301A101

BUILDING SECTION2

1 : 50A301A101

BUILDING SECTION1

1 : 20A301A101

CROSS SECTION4

0 mm

1:

1000 2000 3000 4000

0 mm

1:

400 800 1200 1600

Revisions Rev Number Description Date

1 : 10A301A301

TWIST LOCK DETAIL3

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

RabbaniMA Rectangle

MEMBER

TYPE

ASTM ENGLISH

DESIGNATION

ASTM METRIC

DESIGNATION

d tw bf tf Area Weight Ixx Sxx

(mm) (mm) (mm) (mm) (mm2) (Kg/m) (cm4) (cm3)

W6x20 W150x30 157 6.6 153 9.3 3790 30 1710 218

W10x19 W250x28 260 6.4 102 8.4 3620 28 3990 307

W10x26 W250x39 262 6.6 147 11.2 4910 39 6010 459

C10x15.3 C250x23 254 6.1 66 11.1 2900 23 2810 259 C12x20.7 C310x31 305 7.2 74.7 12.7 3930 31 5370 416

STRUCTURAL SHAPE PROPERTIES - TABLE 1

bf d bf d

GRAVITY LOADS SUPERIMPOSED LIVE LOADS

GRAVITY LOADS - ROOF LIVE LOADS

WIND LOADS

SEISMIC LOADS

STRUCTURAL DESIGN REQUIREMENTS PER IBC 2006

SNOW LOADS

TYPICAL POD FLOOR 2.0 kN/m2

WALKWAY COORIDOR 5.0 kN/m2

MINIMUM ROOF LIVE LOAD 1.5 kN/m2

BASIC WIND SPEED (V3s AT 3-SECOND GUST) 56 m/s

BUILDING CATEGORY II

WIND IMPORTANCE FACTOR (Iw) 1.0

WIND EXPOSURE CATEGORY B

INTERNAL PRESSURE COEFFICIENCY PER IBC 2006 & ASCE 7-05

DESIGN WIND PRESSURE PER IBC 2006 & ASCE 7-05

MINIMUM WIND PRESSURE 1.0 kN/m2

SEISMIC IMPORTANCE FACTOR (Ie) 1.00

OCCUPANCY CATEGORY I

SPECTRAL RESPONSE ACCELERATION

SHORT PERIOD (Ss) 1.63g

1-SECOND PERIOD (S1) 0.65g

SITE CLASS D

SPECTRAL RESPONSE COEFFICENTS

Sds 1.087g

Sd1 0.65g

PODS WALKWAY AND

WALKWAY ROOFS

DESIGN BASE SHEAR (KIPS) V = 0.26w V = 0.31w

RESPONSE MODIFICATION FACTOR (R) 3.0 3.5

SYSTEM OVER STRENGTH FACTOR 2 3

ANALYSIS PROCEDURE USED STATIC STATIC

NOTE:

LIVE LOADS ON BEAMS WERE NOT

REDUCED PER THE OBO DESIGN

REQUIREMENTS; HOWEVER, LIVE

LOADS ON COLUMNS, WALLS, AND

FOUNDATIONS WERE REDUCED UP TO

20 PERCENT PER THE OBO DESIGN

REQUIREMENTS. INCLUDE MINIMUM

CONCENTRATED LIVE LOAD.

NOTE:

ARCHITECTURAL, MECHANICAL & ELECTRICAL COMPONENT SEISMIC DESIGN REQUIREMENTS: NON-STRUCTURAL COMPONENTS ARE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 2009 IBC AS MODIFIED BY THE 2012 OBO-ICS SECTION 1621.

ASM A992M (Fy=345 KPa) ROLLED STEEL SHAPES, UNLESS NOTED OTHERWISE ON DRAWINGS

ASTM A36M (Fy=250 KPa) ROLLED STEEL PLATES, CHANNELS, ANGLES, BARS AND RODS

ASTM A53M, TYPE E OR S STEEL PIPE

ASTM A500M, GRADE B HOLLOW STRUCTURAL STEEL TUBES

GROUND SNOW LOAD (Pg) 1.68 kN/m2

SNOW EXPOSURE FACTOR (Ce) 0.7

SNOW IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0

FLAT-ROOF SNOW LOAD (Pf) PER IBC 2009 & ASCE 7-10

UNBALANCED, DRIFTING & SLIDING SNOW WHERE APPLICABLE

RAIN-ON-SNOW SURCHARGE PER IBC 2009 & ASCE 7-10

SIZE DESIGN PROPERTIES

38mm Ip = 39.46 cm 4 In = 40.27 cm 4 Sp = 17.09 cm 3 Sn = 17.58 cm 3 tW X

Y

Y

X tf

W-BEAM

tW X

Y

Y

X tf

C-CHANNEL

C. FOUNDATIONS

1. FOUNDATIONS ARE TO BE DESIGNED AND DETAILED BY FOUNCATION CONSTRACTOR. MINMUM CONCRETE STRENGTH TO BE f'c = 25 MPa.

D. STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION

OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION

2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1, LATEST EDITION.

3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325x OR A490 BOLTS" AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. USE BEARING-TYPE BOLTS WITH THREADS EXCLUDED FROM THE SHEAR PLANE. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR ASTM A325x AS SPECIFIED ON THE DRAWINGS.

4. STRUCTURAL STEEL:

5. WELDING ELECTRODES SHALL BE E70xx. FOR WELDING SYMBOLS WITH NO LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT CHANGES IN DIRECTION. WELDS NOT OTHERWISE NOTED SHALL BE 6mm IN SIZE.

6. ALL WELDS TO BE GROUND SMOOTH.

7. ALL ASTM A325x AND ANCHOR BOLTS TO BE GALVANIZED.

8. SEE SPECIFICATION SECTION 099600 FOR PAINT REQUIREMENTS.

E. HATS

1. CONTRACTOR IS TO VERIFY AND COORDINATE FINAL DIMENSIONS OF PODS WITH STRUCTURAL DRAWINGS PRIOR TO STARTING WORK. ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT OF RECORD SO

MODIFICATIONS CAN BE MADE AS REQUIRED

F. METAL ROOF DECK

1. METAL DECK SHALL CONFORM TO THE LATEST EDITION OF THE "STEEL DECK INSTITUTE, INC" PUBLICATION

"DESIGN MANUAL FOR COMPOSITE DECK, FORM DECK AND ROOF DECK."

2. ROOF DECK TO BE WIDE RIB UNI-DECK TYPE "B", 38mm (1 1_ 2"x18 GAUGE) GALVANIZED DECK AS MANUFACTURED

BY VULCRAFT DIVISION OF NUCOR CORP. OR AN APPROVED EQUAL.

a. ROOF DECK PROPERTIES TO BE AS FOLLOWS:

3. DECKING SHALL BE CONTINUOUS A MINIMUM OF THREE SPANS AND INSTALLED ACCORDING TO

MANUFACTURERS RECOMMENDATIONS.

G. STEEL GRATING

1. ATTACH GRATING TO STEEL BEAMS MAY BE WELDED TO STEEL BEAMS OR ATTACHED WITH CLIPS AS PER

MANUFACTURER RECOMMENDATIONS.

2. ALL STEEL GRATING TO BE 25mmx5mm GALVANIZED STEEL GRATING AS MANUFACTURED BY McNICHOLAS

COMPANY OR APPROVED EQUAL.

3. DESIGN LIVE LOAD FOR GRATING MUST BE 5.0 kN/m 2

A. GENERAL

1. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL COMPLIMENT EACH OTHER AND SHALL BE

CONSIDERED AN INTEGRAL PART OF THE STRUCTURAL REQUIREMENTS FOR THIS PROJECT.

2. THESE NOTES APPLY TO CONTRACTORS, SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS, FABRICATORS, ERECTORS, ETC. ENGAGED IN THE EXECUTION OF WORK INDICATED ON THESE DRAWINGS.

3. THE GOVERNING CODE IS THE INTERNATIONAL BUILDING CODE (IBC) 2009 AS MODIFIED BY THE OBO

INTERNATIONAL CODES SUPPLEMENT (OBO-ICS).

4. MATERIAL CODES AND STANDARDS: THE FOLLOWING CODES AND STANDARDS, INCLUDING SPECIFICATIONS REFERENCED WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL

WORK PERFORMED ON THIS PROJECT

ACI: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-05).

AISC: STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION.

AWS: STRUCTURAL WELDING CODE - STEEL - AWS D1.1 LATEST EDITION.

5. DO NOT SCALE DRAWINGS.

6. ALL DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS NOTED OTHERWISE.

7. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL BE COORDINATED WITH THOSE INDICATED ON THE ARCHITECTURAL DRAWINGS. REPORT ALL

DISCREPANCIES TO THE CONTRACTOR FOR RESOLUTION BEFORE PROCEEDING.

8. ALL ELEVATIONS ARE REFERENCED FROM ARCHITECTURAL DRAWINGS.

9. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY

TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED.

10. COORDINATE WITH ALL DRAWINGS FOR PERTINENT INFORMATION RELATED TO THE STRUCTURAL WORK. ANY CHANGES TO THE STRUCTURAL SYSTEM SHALL BE REDESIGNED BY A PROFESSIONAL ENGINEER AT NO COST TO THE GOVERNMENT AND SUBMITTED TO THE CONTRACTOR FOR REVIEW. SUBMITTAL SHALL BE ACKNOWLEDGED

IN WRITING BEFORE BEGINNING CONSTRUCTION.

11. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL DRAWINGS FOR THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, CHASES, CONDUITS, DEPRESSED AREAS, FLOOR FINISHES, FILLS, EMBEDDED ITEMS, MASONRY DETAILS, AND MISCELLANEOUS STEEL BEFORE DETAILING STRUCTURAL MEMBERS

OR PLACING CONCRETE.

12. IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHOULD BE PERFORMED IN ACCORDANCE WITH CORPS OF ENGINEER SAFETY

MANUAL EM 385-1-1 - SAFETY AND HEALTH REQUIREMENTS.

13. PROTECT NEW CONSTRUCTION FROM DAMAGE BY CONSTRUCTION EQUIPMENT, REPAIR ALL DAMAGE CAUSED

BY CONSTRUCTION TECHNIQUES.

B. STRUCTURAL DESIGN LOADS

STRUCTURAL NOTES (UNLESS NOTED OTHERWISE)

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CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

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OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

UNCLASSIFIED

J&B Job No:1303

SAQMMA-12-PESHAWAR

GENERAL NOTES

07/18/14

1.

STRUCTURAL

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

NO

T

FO

R

CO

NS

TR

UC

TI

ON

STRUCTURAL NOTES

S001ERC/KCB

TLA

PEW-SDA-S001

1. CONC. SLAB/ FOUNDATION ENGINEERED &

INSTALLED BY SEPARATE CONTRACTOR.

Revisions Rev Number Description Date

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

A A

B B

C C

D D

E E

S301

H

AT

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- S

EE

A

R C

H

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EE

A

R C

H

Aa Aa

F F

G G

6.55.5 7.9

.6 m

18.704 m

S301

H

AT

S

- S

EE

A

R C

H

DEMARK HATS

ROOF SEE

ARCH

SLAB ON GRADE SLOPES

TO DRAIN-SEE ARCH.

ALL STEEL COLUMNS

TO BE HSS6x6x1/2"

CONC. SLAB/ FOUNDATION

ENGINEERED & INSTALLED

BY SEPARATE CONTRACTOR.

SL

AB

O N

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AD

E

SL

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AI

N -S

EE

A

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H

5858 420 1850 420 3350 3350 912 2437 106

18.704 m

5858 420 1850 420 5858 1755 2543

CONCRETE PAD FOR FIRE

PUMP AND WATER TANK

BY OTHERS

.6 m

SLAB ON GRADE SLOPES

TO DRAIN-SEE ARCH.

SLAB ON GRADE SLOPES

TO DRAIN-SEE ARCH.

S301

S301

C12x20.7

C12x20.7

UP

UP

C12x20.7

C12x20.7

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A/E Project Number

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OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

90% EARLY STRUCTURAL

35% 100%1:1

SDA

UNCLASSIFIED

J&B Job No:1303

SAQMMA-12-PESHAWAR

07/18/14

STRUCTURAL

Mech./Elec/Plumb. Engineers

4035 RidgeTop Road #650

Fairfax, VA 22030

Telecomm. Engineers

22461 Shaw Road

Dulles, VA 20166

Structural Engineers

8120 Woodmont Ave., #640

Bethesda, MD 20814

Fire Protection Engineers

3040 Williams Dr., #400

Fairfax, VA 22031

ROLF JENSEN

M.C. DEANE.K. FOX and ASSOC.

JOHNS & BHATIA

EMERGENCY POD

HOUSING

PESHAWAR, PAKISTAN

Construction Services

1048 Florida Boulevard

Baton Rouge, Louisiana 70802

FINAL

IFC EARLY STRUCTURAL

NO

T

FO

R

CO

NS

TR

UC

TI

ON

1 : 50

LEVEL 1 PLAN

S101Checker

Author

Revisions Rev Number Description Date

(UNLESS NOTED OTHERWISE)

1. LEVEL 1 SLAB ELEVATION -0.118 m, SEE ARCHITECT FOR SLOPES TO DRAIN

2. LEVEL 1 SLAB TO BE 125mm SLAB ON GRADE OVER VAPOR BARRIER OVER 150mm GRAVEL

BASE. REINFORCE WITH #4@200 E.W.

3. SEE DRAWING S001 FOR STRUCTURAL NOTES.

4. COORDINATE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, DRAINS, ETC. WITH THE

ARCHITECTURAL AND MEP DRAWINGS

LEVEL 1 NOTES

1:50

1000 2000 5000

NORTH

SCALE:S101S101 1 : 50

LEVEL 1 PLAN1

SENSITIVE BUT UNCLASSIFIED

UNCLASSIFIED

RabbaniMA Rectangle

C C

D D

E E

S301

H

AT

S

- S

EE

A

R C

H

H

AT

S

- S

EE

A

R C

H

H

AT

S

- S

EE

A

R C

H

W x2

W x2

W x2

W x2

W10x26

W x2

W x2

W x2

W x2

W10x26

W10x26

W10x26

W10x26

W10x19

W10x19

W10x19

W10x19

W10x19

W10x19

W10x19

W10x19

W10x19

W10x19

W10x26

W x2

W x2

W10x26 W10x26 W10x26

W x2

W10x26W10x26W10x26

W x2

W x2

W x2

W x1

W x1

W x1

W x1

W x1

W x1

W x1

W x1

W x1

W x2

W10x26

W x2

Aa Aa

5858 420 1850 420 5858 1755 2543

F F

G G

6.55.5 7.9

S301 m m x5 m m

G R

AT

IN

G m m x5 m m G

R

AT

IN

G m m x5 m m

G R

AT

IN

G m m x5 m m G

R

AT

IN

G

.6 m

18.704 m

5858 420 1850 420 3350 3350 3349

2508 843 912 2437

837 838 838 838837 838 838 838

838 838 838 838

50 E.J.

18.704 m

.6 m

L3x3x1/4" HORIZ. X-BRACING

WELDED TO BOTTOM OF

TOP FLANGE OF W10 BEAMS

(TYP ALL BAYS)

25mmx5mm GRATING (TYP)

S301

ALL STEEL COLUMNS

TO BE HSS6x6x1/2"

S301

50 W10x19

DN

C12x20.7

C12x20.7

DN

C12x20.7

C12x20.7

DEMARK HATS

ROOF SEE

ARCH

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A/E Project Number

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OBO Project Number

CADD File Name

Classification

Checked By

Drawn By

Drawing Scale

CADD Plot Scale

Phase

Date

Release For Construction:

A/OBO/PE/PM

Drawing Title

A/OBO/PE/BDE

Sheet

Number

A

B

C

G

D

E

F

H

I

J

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

16151412 13 17

WARNING:

Washington, D.C.

K

L

M

N

O

P

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose…