PALLET RACKING

TENDER INFORMATION SET

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

GENERAL NOTES

SCALE (A1)

NOT TO SCALE

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-000

REV

SHEET 1 OF 13 DIMENSIONS IN mm

GENERAL NOTES

NOT TO SCALE

1. ALL DIMENSIONS ARE IN MILLIMETRES. DO NOT SCALE FROM THIS

DRAWING.

2. THIS SET IS A LAYOUT AND COORDINATION DOCUMENT ONLY. IT IS NOT A

STRUCTURAL DESIGN AND CONVEYS NO STRUCTURAL DESIGN INTENT.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS AND EXISTING

CONDITIONS ON SITE BEFORE FABRICATION OR ORDERING.

4. RACKING SHALL BE DESIGNED, MANUFACTURED, INSTALLED AND

INSPECTED TO EN 15512, EN 15620 AND EN 15635, OR TO ANSI MH16.1 AND

RMI R-MH16.1, TO A SINGLE CONSISTENT CODE FAMILY ELECTED BY THE

SUPPLIER AND STATED IN THE DELEGATED SUBMISSION. MIXED CITATION

IS NOT ACCEPTABLE.

5. ANSI MH 28.1 AND MH 28.2 ARE STEEL SHELVING STANDARDS. THEY DO

NOT APPLY TO PALLET RACKING AND ARE DELETED FROM ALL EARLIER

VERSIONS OF THIS SCOPE.

6. RACKS ARE FREE-STANDING AND SHALL NOT BE FIXED TO, BRACED FROM,

OR BEAR AGAINST ANY WALL, COLUMN, DUCT, PIPE OR OTHER BUILDING

ELEMENT. MINIMUM 900 CLEAR TO ANY WALL FACE WHERE AN AISLE RUNS

ALONG THE WALL.

7. ALL BEAMS SHALL HAVE POSITIVE SAFETY LOCKS OR PINS AT EACH

CONNECTOR. BEAM CONNECTORS SHALL NOT BE WELDED ON SITE.

8. EVERY UPRIGHT SHALL BE PLUMB WITHIN THE INSTALLATION TOLERANCES

OF THE ELECTED CODE, AND IN NO CASE WORSE THAN H/240, AND SHALL

BE ANCHORED TO THE SLAB.

9. PACKING SHIMS UNDER BASEPLATES SHALL BE PROPRIETARY, FULL

BEARING, AND SHALL NOT EXCEED THE THICKNESS PERMITTED BY THE

DELEGATED ENGINEER.

10. A RACK LOAD NOTICE SHALL BE FIXED AT EACH ROW END, VISIBLE FROM

THE AISLE, STATING THE RATED LOADS, THE MAXIMUM UNIT LOAD HEIGHT

AND THE CONFIGURATION.

11. NO MODIFICATION TO BEAM LEVELS SHALL BE MADE WITHOUT WRITTEN

APPROVAL OF THE DELEGATED ENGINEER AND A REVISED LOAD NOTICE.

12. DAMAGED COMPONENTS SHALL BE OFF-LOADED AND REPLACED, NOT

REPAIRED, STRAIGHTENED OR WELDED. REPAIR OF STRUCTURAL

COMPONENTS ON SITE IS NOT PERMITTED.

13. A COMPETENT PERSON SHALL CARRY OUT ANNUAL RACK INSPECTION AND

WEEKLY VISUAL INSPECTION TO EN 15635 OR EQUIVALENT.

14. UPRIGHT PROTECTORS TO ALL AISLE-FACING UPRIGHTS AND BARRIERS TO

ALL EXPOSED ROW ENDS. PROTECTORS ARE SEPARATELY ANCHORED AND

SHALL NOT BE FIXED TO THE UPRIGHT.

15. TOP OF STORAGE IS GOVERNED BY SPRINKLER CLEARANCE, NOT BY THE

FRAME HEIGHT. THE TENDERER SHALL SURVEY THE SPRINKLER

DEFLECTOR ELEVATION AND SET THE BEAM LEVELS SO THAT NFPA 13

CLEARANCE IS ACHIEVED. SEE SHEET R-202.

16. ANCHORS SHALL NOT BE SET IN SAW CUTS, CONSTRUCTION JOINTS OR

CRACKS, OR WITHIN 100 OF A FREE EDGE, UNLESS THE DELEGATED

ENGINEER STATES OTHERWISE.

17. DECKING IS REQUIRED ONLY ON THE BEAM LEVELS DESIGNATED ON THE

APPROVED LAYOUT. LEVELS CARRYING PALLETISED GOODS DIRECTLY ON

THE BEAMS DO NOT REQUIRE DECKING, SUBJECT TO NOTE 18.

18. VERIFY THAT THE PALLET BOTTOM-BOARD LAYOUT SPANS BOTH BEAMS.

WHERE IT DOES NOT, PROVIDE PALLET SUPPORT BARS AT EVERY

AFFECTED LEVEL.

SET CONTENTS

R-000 GENERAL NOTES | R-001 DESIGN BASIS AND DELEGATED ENGINEERING | R-002 TENDERER SCOPE, DEMOLITION AND DISPOSITION | R-101 REFERENCE MODULE PLAN | R-102 MODULE ARITHMETIC AND AISLE CLEARANCE

R-201 TYPE A ELEVATIONS | R-202 BEAM LEVEL SCHEDULE AND STORAGE HEIGHT CHECK | R-203 TYPE B | R-301 SECTION A-A | R-401 TYPICAL DETAILS | R-501 SCHEDULES | R-601 AND R-602 SITE VERIFICATION SCHEDULE

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

DESIGN BASIS AND

DELEGATED ENGINEERING

SCALE (A1)

NOT TO SCALE

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-001

REV

SHEET 2 OF 13 DIMENSIONS IN mm

DESIGN BASIS REFERENCE CONFIGURATION

BAYS 82 TOTAL — 80 No. TYPE A + 2 No. TYPE B

BAY ENVELOPE 4000 H x 2400 W x 1050 D

BAY PITCH 2500 c/c (2400 CLEAR + 100 UPRIGHT)

TYPE A 3 BEAM LEVELS ABOVE FLOOR AT +1300 / +2600 / +3900

TYPE B 2 BEAM LEVELS AT +1300 / +2600 PLUS HANGER RAIL

PALLET 1200 x 1000, STORED 1000 FACE-FORWARD

PALLETS PER LEVEL 2, OVERHANG 75 FRONT AND REAR

MAX UNIT LOAD HEIGHT 1100 INCLUDING 150 PALLET

RATED LOAD 1000 kg / PALLET AND 2000 kg / LEVEL UDL

OPERATING AISLE 2700 FRAME FACE TO FRAME FACE

CLEAR WORKING AISLE 2550 BETWEEN OPPOSING PALLET FACES

BACK-TO-BACK SPACING 300, GIVING 150 CLEAR FLUE

ROW BLOCK 1050 + 300 + 1050 = 2400 OVER FRAMES

MODULE PITCH 5100 OVER PALLETS PLUS CLEAR AISLE

PALLET POSITIONS 652 WITH FLOOR STORAGE, 488 WITHOUT

CLEAR INTERNAL HEIGHT 5000 — VERIFY. GOVERNS TOP OF STORAGE.

THE CONFIGURATION ABOVE IS A REFERENCE ARRANGEMENT STATED FOR COMPARISON OF OFFERS. IT IS A REFERENCE

BENCHMARK ONLY. FINAL QUANTITIES FOLLOW THE APPROVED LAYOUT.

DELEGATED ENGINEERING EXCLUDED FROM THIS SET

THE FOLLOWING ARE DELEGATED TO A LICENSED ENGINEER ENGAGED BY THE RACK SUPPLIER AND

ARE EXPRESSLY EXCLUDED FROM THIS SET:

A. SEISMIC DESIGN OF THE RACK STRUCTURE FOR THE SITE SEISMIC PARAMETERS, INCLUDING

IMPORTANCE FACTOR, RESPONSE MODIFICATION AND PALLET LOAD PARTICIPATION.

B. DOWN-AISLE AND CROSS-AISLE STABILITY, INCLUDING ANY ADDITIONAL BRACING, ROW SPACERS, TOP TIES OR OVERHEAD TIES REQUIRED.

C. UPRIGHT, BEAM, BRACING, CONNECTOR AND BASEPLATE SECTION DESIGN.

D. FLOOR ANCHORAGE — ANCHOR TYPE, DIAMETER, EMBEDMENT, EDGE AND SPACING DISTANCES, AND CONCRETE BREAKOUT CHECK.

E. VERIFICATION OF THE EXISTING SLAB AND SUB-BASE FOR BASEPLATE POINT LOADS AND FOR

ANCHOR UPLIFT UNDER SEISMIC LOAD.

F. IMPACT AND ACCIDENTAL LOAD CASES, AND GUARD DESIGN.

THE DELEGATED ENGINEER SHALL ISSUE STAMPED CALCULATIONS AND SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION. THE LAYOUT SHOWN MAY CHANGE AS A RESULT AND SHALL BE RE-COORDINATED

BEFORE INSTALLATION.

10 FREE-STANDING STABILITY

THE FREE-STANDING FRAME HAS H/D = 3.81, UNBRACED TO ANY WALL. AMMAN IS A MODERATE SEISMIC ZONE. THIS RATIO IS EXPECTED TO GOVERN CROSS-AISLE STABILITY AND ANCHOR UPLIFT, AND MAY DRIVE THE FRAME SECTIONS, THE ANCHOR SIZE AND THE NEED FOR TOP TIES. SEE FLAG 10 ON SHEET R-602. THE LAYOUT SHOWN SHALL NOT BE ORDERED UNTIL THE DELEGATED CHECK IS COMPLETE.

CODE FAMILY — ELECT ONE AND APPLY CONSISTENTLY

SUBJECT EUROPEAN FAMILY U.S. FAMILY

RACK DESIGN AND TESTING EN 15512 ANSI MH16.1 (RMI)

SPECIFICATION OF RACK SYSTEMS EN 15629 RMI R-MH16.1

INSTALLATION TOLERANCES EN 15620 — OUT OF PLUMB H/240 MAX RMI / MANUFACTURER

USE, MAINTENANCE, INSPECTION EN 15635 RMI / ANSI MH16.1

WIRE-MESH DECKING MANUFACTURER STANDARD ANSI MH26.2

SEISMIC JORDANIAN SEISMIC CODE ASCE/SEI 7 + OBO BUILDING CODE, Ip = 1.0

FIRE PROTECTION NFPA 13 AND THE EMBASSY FIRE PROTECTION AUTHORITY NFPA 13 AND THE EMBASSY FIRE PROTECTION AUTHORITY

POST-INSTALLED ANCHORS ANCHOR ETA ICC-ES EVALUATION REPORT

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

TENDERER SCOPE, DEMOLITION

AND DISPOSITION

SCALE (A1)

NOT TO SCALE

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-002

REV

SHEET 3 OF 13 DIMENSIONS IN mm

DEVELOPED BY THE TENDERER

THE FOLLOWING ARE DEVELOPED BY THE TENDERER FROM ITS OWN SITE SURVEY AND SUBMITTED FOR

APPROVAL. THEY ARE NOT FIXED BY THE EMPLOYER:

– OVERALL FLOOR PLAN AT 1:100 WITH ROW SETTING OUT

– RACK IDENTIFICATION AND BAY NUMBERING TO THE REAL LAYOUT

– DOOR, EXIT AND EGRESS ROUTE CLEARANCES

– BUILDING COLUMN CLASH REVIEW AND ROW INTERRUPTIONS

– SPRINKLER, LIGHTING, DUCT AND SERVICES CLASH REVIEW

– FORKLIFT TURNING ZONES AT REAL ROW ENDS AND CROSS AISLES

– DETAILED WORK SCHEDULE AND PHASING PLAN — STAGE DATES AND DURATIONS, THE AREAS TAKEN OUT OF SERVICE AT EACH STAGE ON A MARKED-UP PLAN, THE AREAS REMAINING AVAILABLE, THE HAND-BACK

DATE FOR EACH AREA, AND THE ACCESS, EGRESS AND FIRE-EQUIPMENT ROUTES MAINTAINED

– BEAM LEVEL COUNT AND ELEVATIONS TO SUIT THE SURVEYED SPRINKLER CLEARANCE

– TOTAL NUMBER OF PALLET POSITIONS OFFERED

THE EMPLOYER WILL MAKE AVAILABLE AT THE SITE VISIT: BUILDING OUTLINE WITH COLUMN GRID AND CENTRES; DOOR AND EXIT POSITIONS WITH SWINGS; CLEAR INTERNAL HEIGHTS AND UNDERSIDE OF STRUCTURE; SLAB CONSTRUCTION AND JOINT LAYOUT; SPRINKLER HEAD ELEVATION AND SPACING; AND HIGH LEVEL MEP ROUTING. SEE SHEET R-602.

DEMOLITION AND DISPOSITION

WHERE EXISTING RACKING OR SHELVING IS TO BE DISMANTLED:

1. WITHIN ANY AREA, DISMANTLING AND CLEARANCE OF THE EXISTING SHELVING SHALL BE COMPLETE AND THE SLAB MADE GOOD BEFORE NEW RACKING IS INSTALLED IN THAT AREA. NEW RACKING SHALL NOT BE

ERECTED ALONGSIDE PARTIALLY DISMANTLED SHELVING.

2. FULLY OFF-LOAD ALL BAYS AND CONFIRM EMPTY BEFORE DISMANTLING.

3. DISMANTLE IN REVERSE ORDER OF ERECTION, TOP DOWN, ROW BY ROW.

4. DO NOT REMOVE ANCHORS, SPACERS OR BRACING FROM A ROW THAT REMAINS PARTIALLY STANDING

OR LOADED.

5. RECOVERED COMPONENTS SHALL BE INSPECTED AND GRADED. BENT, TORN OR CORRODED

COMPONENTS SHALL BE SCRAPPED, NOT REUSED.

6. COMPONENTS RELOCATED WITHIN THE COMPOUND SHALL BE BUNDLED, LABELLED BY UNIT AND

STACKED FOR RE-ERECTION BY OTHERS.

7. RE-ERECTED RACKING SHALL BE RE-ANCHORED WITH NEW ANCHORS INTO SOUND CONCRETE. DO NOT

REUSE EXISTING ANCHOR HOLES.

8. MAKE GOOD ALL REDUNDANT ANCHOR HOLES FLUSH WITH THE SLAB USING NON-SHRINK CEMENTITIOUS

REPAIR MORTAR.

9. RELOCATED RACKING REQUIRES A NEW DELEGATED DESIGN CHECK AND A NEW LOAD NOTICE FOR THE

NEW CONFIGURATION AND LOCATION.

DISPOSITION OF THE EXISTING SHELVING

TWO DISPOSITIONS ARE PRICED. RELOCATION WITHIN THE COMPOUND IS THE BASE REQUIREMENT. REMOVAL FROM THE COMPOUND IS A PRICED OPTION WHICH THE EMPLOYER MAY ELECT AT AWARD. TENDERERS SHALL

PRICE BOTH.

ROUTE REQUIREMENT PRICING CONSEQUENCE

BASE — CLIN 001 DISASSEMBLE AND RELOCATE TO A GOVERNMENT-DESIGNATED AREA WITHIN

THE COMPOUND

PRICED IN THE BASE OFFER COMPONENTS REMAIN GOVERNMENT PROPERTY. NO SCRAP

CREDIT ARISES.

OPTION — CLIN 002 DISMANTLE, TRANSPORT OFF THE COMPOUND AND LAWFULLY DISPOSE OR

RECOVER

PRICED AS A SEPARATE OPTION TITLE PASSES TO THE CONTRACTOR. A SCRAP CREDIT SHALL BE

STATED AT CLIN 003.

NOT PERMITTED MOVING THE MATERIAL TO ANOTHER POINT WITHIN THE BUILDING AND

LEAVING IT THERE

— DOES NOT SATISFY EITHER ROUTE. STOCKPILING ON THE

COMPOUND IS NOT PERMITTED.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

TYPICAL DOUBLE-ROW MODULE

PLAN

SCALE (A1)

1:100 @ A1

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-101

REV

SHEET 4 OF 13 DIMENSIONS IN mm

TYPICAL DOUBLE-ROW MODULE — PLAN

SCALE 1:100

REFERENCE ARRANGEMENT. THE TENDERER SHALL DEVELOP THE FINAL LAYOUT, ROW COUNT, ROW LENGTHS AND SETTING OUT FROM ITS OWN SITE SURVEY.

MAIN CROSS AISLE 3500

OPERATING AISLE 2700 FRAME FACE TO FRAME FACE — 2550 CLEAR BETWEEN PALLET FACES

OPERATING AISLE 2700 FRAME FACE TO FRAME FACE — 2550 CLEAR BETWEEN PALLET FACES

ROW A

ROW B

ROW C

ROW D

ROW E

ROW F

A01 A02 A03 A04 A05 A06 A07 A08 A09 A10 A11 A12 A13 A14 A15 A16

4 BAYS @ 2500 = 10000 4 BAYS @ 2500 = 10000 4 BAYS @ 2500 = 10000 4 BAYS @ 2500 = 10000

16 BAYS @ 2500 + 100 = 40100

A

IS

LE24

R O

W B

LO

C

K

M O

D U

LE

P

IT

C

H

O

V E

R

M O

D U

LE

S

150 CLEAR FLUE AFTER 75 OVERHANG EACH FACE — SEE R-102

T Y

P

IC

A L

W A

L L

R

E F

E R

E N

C E

P O

S

IT

IO

N

900 MIN

LEGEND

UPRIGHT / FRAME MEMBER

PALLET / UNIT LOAD ENVELOPE

AISLE / TURNING ZONE LIMIT

A01 RACK BAY IDENTIFICATION

n FIELD VERIFY FLAG — SEE R-601 / R-602

EXISTING BUILDING ELEMENT — REFERENCE POSITION

BAY IDENTIFICATION CONVENTION

ROW LETTER + BAY NUMBER, NUMBERED FROM THE ROW END

NEAREST THE MAIN CROSS AISLE.

A01 ROW BAY No.

FINAL MARKS FOLLOW THE ISSUED FLOOR PLAN. THE MARKS ON THIS

SHEET ARE FOR THE TYPICAL MODULE ONLY AND DO NOT REPRESENT THE

REAL LAYOUT.

A LOAD NOTICE SHALL BE FIXED AT EVERY ROW END, VISIBLE FROM THE

AISLE. BEAM LABEL HOLDERS ARE A SEPARATE ITEM FROM LOAD-CAPACITY

PLATES.

PLAN NOTES

1. ROWS ARE SHOWN BACK-TO-BACK IN PAIRS. EACH PAIR IS A MODULE. THE

MODULE PITCH IS 5100, MEASURED OVER PALLETS PLUS THE CLEAR AISLE.

2. THE 2700 AISLE IS MEASURED FRAME FACE TO FRAME FACE. AFTER THE 75

PALLET OVERHANG EACH SIDE THE USABLE AISLE IS 2550. THE CLEAR

WORKING AISLE SHALL BE 2500 MIN AND 2700 MAX. CHECK TRUCK Ast

AGAINST THE CLEAR AISLE, NOT THE FRAME-TO-FRAME DIMENSION.

3. ROW SPACERS AT EVERY BACK-TO-BACK PAIR, AT THE FIRST AND TOP BEAM

LEVELS, AT MAXIMUM 3 BAYS CENTRES. SEE DETAIL D4 ON SHEET R-401.

4. MINIMUM 900 CLEAR FROM ANY WALL FACE WHERE AN AISLE RUNS ALONG

THE WALL. RACKS ARE NOT FIXED TO THE WALL IN ANY CASE.

5. FORKLIFT TURNING ZONES AT ROW ENDS SHALL BE SET OUT BY THE

TENDERER.

6. ROW AND BAY COUNTS SHOWN ARE ILLUSTRATIVE. THE REFERENCE TOTAL

IS 82 BAYS.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

MODULE ARITHMETIC AND

AISLE CLEARANCE

SCALE (A1)

1:25 @ A1 / NTS

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-102

REV

SHEET 5 OF 13 DIMENSIONS IN mm

MODULE ARITHMETIC NOT TO SCALE

ROW BLOCK OVER FRAMES 1050 + 300 + 1050 = 2400

ROW BLOCK OVER PALLETS 2400 + 75 + 75 = 2550

AISLE, FRAME FACE TO FRAME FACE 2700

AISLE CLEAR BETWEEN PALLET FACES 2700 − 75 − 75 = 2550

MODULE PITCH (PALLET BLOCK + CLEAR AISLE) 5100

CLEAR LONGITUDINAL FLUE 300 − 75 − 75 = 150

BAY PITCH 2400 CLEAR + 100 UPRIGHT = 2500

RUN OVER 16 BAYS 16 x 2500 + 100 = 40100

PALLET OVERHANG, EACH FACE (1200 − 1050) / 2 = 75

PALLET SHOWN 1200 DEEP x 1000 WIDE, STORED 1000 FACE-FORWARD, OVERHANGING THE 1050 DEEP FRAME BY 75 FRONT AND REAR. THE 2700 AISLE IS MEASURED FRAME FACE TO FRAME FACE. THE USABLE WORKING AISLE IS 2550.

TRUCK Ast SHALL BE CHECKED AGAINST 2550, NOT AGAINST 2700.

CLEARANCE SCHEDULE

CLEARANCE FROM MINIMUM

SPRINKLER DEFLECTOR TO TOP OF STORAGE 450 MIN — NFPA 13. GOVERNS. SEE R-202.

RACK TO WALL FACE, AISLE ALONGSIDE 900 MIN

RACK TO WALL FACE, ABSOLUTE MINIMUM 150

BACK-TO-BACK ROW SPACING 300, MANUFACTURER-APPROVED SPACERS

CLEAR LONGITUDINAL FLUE AFTER OVERHANG 150 NOMINAL, ZERO TOLERANCE

ROW SPACER PITCH MAX 3 BAYS c/c, AT FIRST AND TOP LEVEL

ANCHOR TO FREE EDGE OR JOINT 100 MIN UNLESS DELEGATED ENGINEER STATES

OTHERWISE

OUT OF PLUMB, ANY UPRIGHT H / 240 MAX

BEAM DEFLECTION UNDER DESIGN LOAD L / 180 MAX

OPERATING AISLE — CLEAR BETWEEN PALLET FACES 2500 MIN / 2700 MAX

AISLE DATUM MEASURED PALLET FACE TO PALLET FACE

CONNECTING SPACERS SHALL ACHIEVE THE FULL 300 BACK-TO-BACK DIMENSION. A 200 SPACER DOES NOT SATISFY

THIS REQUIREMENT.

ENLARGED PLAN AT AISLE

SCALE 1:25

OPERATING AISLE

A

IS

LE

C

LE

A R

O V

E R

M O

D U

LE

F

LU

E

2500 BAY PITCH

1000 1000

75 OVERHANG INTO THE AISLE, EACH SIDE

AISLE WIDTH VALIDATION AGAINST 2500–2700 CLEAR

TRUCK TYPE TYPICAL Ast AGAINST 2500–2700 CLEAR

COUNTERBALANCE FORKLIFT 3300–4000 WILL NOT OPERATE

REACH TRUCK 2600–2900 CONFIRM THE MODEL Ast

POWERED STACKER 2200–2400 OPERATES

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

TYPE A RACK — FRONT AND

FRAME ELEVATIONS

SCALE (A1)

1:20 @ A1

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-201

REV

SHEET 6 OF 13 DIMENSIONS IN mm

TYPE A — FRONT ELEVATION

SCALE 1:20

2 BAYS SHOWN. TYPICAL FOR ALL TYPE A BAYS.

BEAM LEVEL 1 +1300

BEAM LEVEL 2 +2600

BEAM LEVEL 3 +3900

FLOOR LEVEL +0

TOP OF LOAD +5000

O V

E R

A

LL

F R

A M

E

M A

X U

N

IT

L O

A D

2400 CLEAR ENTRY

2500 BAY PITCH

2 BAYS @ 2500 + 100 = 5100

1000 200 1000

2 PALLETS PER LEVEL — 1000 kg PER PALLET — 2000 kg PER LEVEL UDL

TYPE A — FRAME ELEVATION

SCALE 1:20

1050 FRAME DEPTH

1200 PALLET

PALLET OVERHANGS 75 FRONT AND REAR

TYPE A NOTES

1. THE 4000 FRAME IS NOT THE STORAGE ENVELOPE. WITH 3 BEAM LEVELS THE TOP OF THE TOP-LEVEL LOAD REACHES +5000. SEE SHEET R-202 — THIS EXCEEDS THE PERMISSIBLE TOP OF STORAGE UNDER A 5000 CLEAR

CEILING. THE TENDERER SHALL DESIGN TO SUIT.

2. BEAM PITCH IS CAPPED AT 1300 BY THE 4000 FRAME WITH 3 BEAM LEVELS. THIS LIMITS THE UNIT LOAD TO 1100 INCLUDING A 150 PALLET, LEAVING 950 OF GOODS. CONFIRM THE ACTUAL UNIT LOAD HEIGHT BEFORE ORDER.

3. 2400 IS TAKEN AS THE CLEAR BEAM ENTRY, GIVING A 2500 BAY PITCH. IF 2400 IS THE BAY PITCH, CLEAR ENTRY FALLS TO 2300 AND THE SIDE AND MID CLEARANCES REDUCE. CONFIRM BEFORE SETTING OUT.

4. THE 1200 DEEP PALLET ON A 1050 FRAME BEARS WITH A 75 OVERHANG FRONT AND REAR. VERIFY THAT THE PALLET BOTTOM-BOARD LAYOUT SPANS BOTH BEAMS; PROVIDE PALLET SUPPORT BARS IF NOT. WRITTEN

MANUFACTURER ACCEPTANCE OF THE OVERHANG FOR THE RATED LOAD IS REQUIRED.

5. A STARTER BAY TAKES TWO FRAMES. EACH ADJOINING BAY TAKES ONE FURTHER FRAME. FRAME COUNT IS THEREFORE BAYS PLUS ONE PER ROW, AND CANNOT BE FIXED UNTIL THE ROW COUNT IS KNOWN.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

BEAM LEVEL SCHEDULE AND

STORAGE HEIGHT CHECK

SCALE (A1)

1:30 @ A1 / NTS

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-202

REV

SHEET 7 OF 13 DIMENSIONS IN mm

TYPE A — BEAM LEVEL SCHEDULE

NOT TO SCALE

LEVEL TOP OF BEAM CLEAR ENTRY MAX UNIT LOAD PALLETS RATED UDL

FLOOR +0 (SLAB) 1200 1100 2 SLAB BEARING

BEAM LEVEL 1 +1300 1200 1100 2 2000 kg

BEAM LEVEL 2 +2600 1200 1100 2 2000 kg

BEAM LEVEL 3 +3900 OPEN ABOVE 1100 2 2000 kg — SEE ITEM 4

TOP OF TOP-LEVEL LOAD REACHES +5000. THE 4000 FRAME IS NOT THE STORAGE ENVELOPE.

STORAGE HEIGHT CHECK GOVERNING CONSTRAINT

QUANTITY VALUE

1 CLEAR INTERNAL HEIGHT / UNDERSIDE OF STRUCTURE 5000 VERIFY

2 DEFLECTOR BELOW UNDERSIDE OF STRUCTURE VERIFY 100–300

3 SPRINKLER DEFLECTOR ELEVATION ≈ 4700–4900

4 MIN CLEARANCE TO TOP OF STORAGE, NFPA 13 450

5 MAX PERMISSIBLE TOP OF STORAGE ≈ 4250–4450

6 TOP OF LOAD, REFERENCE ARRANGEMENT 5000

7 EXCEEDANCE TO BE DESIGNED OUT ≈ 550–750

NO PART OF THE STORED LOAD SHALL ENCROACH ON THE CLEARANCE REQUIRED BELOW THE SPRINKLER DEFLECTORS. THE TENDERER SHALL ACHIEVE THIS BY ONE OF THE FOLLOWING AND SHALL STATE WHICH IN ITS

OFFER:

PERMITTED ARRANGEMENT EFFECT

A FOUR PALLET LEVELS ON A VERIFIED UNIT LOAD WELL

BELOW 1100

KEEPS THE HIGHEST POSITION COUNT. REQUIRES

SURVEYED LOAD HEIGHTS

B FLOOR PLUS TWO BEAM LEVELS — THREE PALLET

LEVELS

COMPLIES AT A 1100 UNIT LOAD. REDUCES THE

POSITION COUNT

C INSTALL IN-RACK SPRINKLERS TO THE FIRE AUTHORITY

DESIGN

KEEPS THE LEVEL COUNT. ADDS FIRE SCOPE, COST

AND APPROVALS

D FRAME HEIGHT AND BEAM PITCH PLANNED TO THE

SURVEYED DEFLECTOR

TENDERER SOLUTION, DEMONSTRATED BY

CALCULATION

STORAGE HEIGHT — COMPARATIVE ELEVATIONS

SCALE 1:30

UNDERSIDE OF STRUCTURE +5000 — VERIFY

SPRINKLER DEFLECTOR — ELEVATION BY SURVEY

MAX PERMISSIBLE TOP OF STORAGE ≈ +4350

M

IN

FFL +0

FOUR PALLET LEVELS — NOT PERMITTED

TOP OF LOAD +5000

THREE PALLET LEVELS — COMPLIANT

TOP OF LOAD +3700

650 CLEAR BELOW THE LIMIT

CONSEQUENCE FOR THE PROCUREMENT

HEIGHTS SHOWN TO SCALE. THE DEFLECTOR ELEVATION OF 4800 IS AN ASSUMPTION PENDING SURVEY; THE PERMISSIBLE TOP OF STORAGE MOVES WITH IT. UNTIL THE SURVEY IS DONE THE BEAM LEVEL COUNT, THE PALLET POSITION COUNT AND THEREFORE THE FRAME, BEAM AND DECKING QUANTITIES CANNOT BE FIXED, AND NO PRICE

BASED ON 652 POSITIONS SHOULD BE ACCEPTED.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

TYPE B RACK — ELEVATIONS,

HANGER DETAIL, LOAD NOTICE

SCALE (A1)

1:20 @ A1

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-203

REV

SHEET 8 OF 13 DIMENSIONS IN mm

TYPE B — FRONT ELEVATION

SCALE 1:20

2 PALLET BEAM LEVELS PLUS HANGER RAIL. PALLET LEVELS RATED AS TYPE A.

BEAM LEVEL 1 +1300

BEAM LEVEL 2 +2600

HANGER BEAM +3900

FLOOR LEVEL +0

TOP OF LEVEL 2 LOAD +3700

O V

E R

A

LL

F R

A M

E

C

LE

A R

H A

N G

2400 CLEAR ENTRY

2 BAYS @ 2500 + 100 = 5100

HANGER RAIL DETAIL

SCALE 1:20

2000 RAIL SPAN

G A

R M

E N

T Z

O N

E

HANGER BEAM AT +3900

SECTION AND FIXING BY SUPPLIER

TYPICAL RACK LOAD NOTICE NOT TO SCALE

MAX LOAD PER PALLET 1000 kg

MAX LOAD PER LEVEL — UDL 2000 kg

PALLETS PER LEVEL 2

MAX UNIT LOAD HEIGHT 1100 mm

BEAM LEVELS — TYPE A 3 ABOVE FLOOR

BEAM LEVELS — TYPE B 2 + HANGER RAIL

PALLET 1200 x 1000, 1000 FACE-FWD

HANGER RAIL LOAD BY SUPPLIER

DO NOT ALTER BEAM LEVELS WITHOUT WRITTEN APPROVAL

TYPE B — HANGER ZONE REQUIREMENT

IN THE REFERENCE ARRANGEMENT, BEAM LEVEL 2 CARRIES A 1100 UNIT LOAD WHOSE TOP IS AT +3700 AND THE HANGER BEAM SITS AT +3900, GIVING ONLY A 200 CLEAR HANG. THE TENDERER SHALL PROVIDE A

USABLE GARMENT ZONE BY ONE OF THE FOLLOWING:

1. EXCLUDING BEAM LEVEL 2 FROM PALLET STORAGE IN THE TWO TYPE B BAYS, GIVING A 1300 CLEAR HANG AND

EIGHT PALLET POSITIONS IN TYPE B.

2. PROVIDING THE HANGING BAYS AS A SEPARATE TALLER FRAME, SUBJECT TO THE SPRINKLER CLEARANCE OF

SHEET R-202.

3. PROVIDING THE GARMENT STORAGE AS A SEPARATE UNIT OUTSIDE THE PALLET RACKING.

RAIL SECTION, SPAN, FIXING AND RATED LOAD PER METRE ARE BY THE SUPPLIER. THE HANGER LEVEL IS NOT COVERED BY THE 2000 kg / LEVEL PALLET RATING AND SHALL CARRY ITS OWN LOAD NOTICE. THE ELECTED RESOLUTION, THE CLEAR HANG ACHIEVED AND THE GARMENT LOAD PER METRE RUN ARE ALL TO BE CONFIRMED IN WRITING BEFORE

ORDER.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

SECTION A-A — TRANSVERSE

THROUGH DOUBLE ROW

SCALE (A1)

1:20 @ A1

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-301

REV

SHEET 9 OF 13 DIMENSIONS IN mm

A

SECTION A-A — TRANSVERSE THROUGH BACK-TO-BACK ROW PAIR

SCALE 1:20

UNDERSIDE OF STRUCTURE +5000 — VERIFY

SPRINKLER DEFLECTOR — ELEVATION AND SPACING BY SURVEY

MAX PERMISSIBLE TOP OF STORAGE 45

M

IN

NOT PERMITTED

BEAM LEVEL 1 +1300

BEAM LEVEL 2 +2600

BEAM LEVEL 3 +3900

FFL +0

1050 300 10502700 AISLE 2700 AISLE

7800 OVER MODULE

2550 CLEAR AISLE

150 CLEAR FLUE AFTER OVERHANG

ROW SPACER AT FIRST AND TOP LEVEL

8 10

SECTION NOTES

1. RACKS ARE FREE-STANDING. NO CONNECTION TO WALLS, COLUMNS, DUCTS OR ANY OTHER BUILDING ELEMENT IS PERMITTED IN ANY DIRECTION.

2. ROW SPACERS AT EVERY BACK-TO-BACK PAIR, AT THE FIRST AND TOP BEAM LEVELS, AT MAXIMUM 3 BAYS CENTRES. SEE DETAIL D4 ON SHEET R-401.

3. THE 300 BACK-TO-BACK SPACING LESS TWO 75 PALLET OVERHANGS LEAVES A 150 CLEAR LONGITUDINAL FLUE — THE BARE NOMINAL MINIMUM WITH NO TOLERANCE. VERIFY AGAINST THE FIRE STRATEGY AND CONSIDER INCREASING

THE BACK-TO-BACK SPACING TO 400.

4. BASEPLATE POINT LOAD IS APPROXIMATELY 2000 kg PER UPRIGHT AT FULL RATED LOAD PLUS SELF WEIGHT. VERIFY SLAB THICKNESS, SUB-BASE AND JOINT POSITIONS. ANCHORS SHALL NOT BE SET IN SLAB JOINTS OR CRACKS, OR

WITHIN 100 OF A FREE EDGE.

5. THE HATCHED ZONE IS THE VOLUME BY WHICH A FOUR-LEVEL REFERENCE ARRANGEMENT WOULD BREACH THE PERMISSIBLE TOP OF STORAGE. SEE SHEET R-202.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

TYPICAL DETAILS — BASEPLATE,

ANCHORS, GUARDS AND SPACERS

SCALE (A1)

AS NOTED @ A1

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-401

REV

SHEET 10 OF 13 DIMENSIONS IN mm

D1

BASEPLATE AND ANCHOR

SCALE 1:2

220 PLATE

E M

B E

D

D E

L.

E

N G

16 GAUGE

SHIM PACK IF REQUIRED

MIN 100 EDGE DISTANCE TO ANY FREE EDGE, SAW CUT OR

CONSTRUCTION JOINT

D2

BASEPLATE — PLAN

SCALE 1:2

MIN 2 No. ANCHORS PER UPRIGHT

D3

UPRIGHT PROTECTOR

SCALE 1:10

H

IG

H

UPRIGHT PROTECTOR TO EVERY AISLE-FACING

UPRIGHT. SEPARATELY ANCHORED — NOT FIXED TO THE

UPRIGHT.

D4

BACK-TO-BACK ROW SPACER

SCALE 1:5

440 OVER PLATES

ROW SPACER AT FIRST AND TOP BEAM

LEVEL, MAX 3 BAYS c/c, BOLTED BOTH

SIDES. CLEAR FLUE REDUCES TO 150

AFTER PALLET OVERHANG.

D5

END OF ROW BARRIER

SCALE 1:20

M

IN

BARRIER TO EVERY EXPOSED

ROW END, INDEPENDENTLY

ANCHORED. NOT FIXED TO THE

RACK.

D6

BEAM TO UPRIGHT CONNECTION

SCALE 1:2

BEAM SAFETY PIN OR LOCK MANDATORY

BEAM 100 x 50 SHOWN — INDICATIVE ONLY

ANCHORAGE AND INSTALLATION NOTES

1. MINIMUM 2 ANCHORS PER UPRIGHT. THE DELEGATED ENGINEER MAY REQUIRE

MORE.

4. MINIMUM 100 EDGE DISTANCE TO ANY FREE EDGE OR JOINT UNLESS THE

DELEGATED ENGINEER STATES OTHERWISE.

7. PROTECTORS AND BARRIERS ARE ANCHORED INDEPENDENTLY AND SHALL

NOT TRANSFER IMPACT LOAD INTO THE RACK UPRIGHT.

2. ANCHOR TYPE, DIAMETER AND EMBEDMENT BY THE DELEGATED ENGINEER

FOLLOWING VERIFICATION OF THE EXISTING SLAB.

5. DRILL DEPTH, HOLE CLEANING AND TORQUE STRICTLY TO THE ANCHOR ETA OR

ICC-ES REPORT. RECORD TORQUE ON INSTALLATION.

8. AFTER ERECTION, VERIFY PLUMB, BEAM LOCKS, SPACERS AND ANCHOR

TORQUE BEFORE ANY LOAD IS PLACED. PULL-OUT TEST 5% OF ANCHORS,

MINIMUM TEN, WITNESSED.

3. DO NOT SET ANCHORS IN SAW CUTS, CONSTRUCTION JOINTS OR CRACKS.

6. BASEPLATES SHALL BEAR FULLY. SHIM PACKS SHALL BE PROPRIETARY, FULL

AREA AND WITHIN THE PERMITTED THICKNESS.

DETAILS ARE INDICATIVE OF THE REQUIRED ARRANGEMENT ONLY. ALL SECTIONS, PLATE SIZES, ANCHOR TYPES, DIAMETERS AND EMBEDMENTS ARE BY THE DELEGATED ENGINEER AND SHALL BE CONFIRMED ON THE SUPPLIER'S STAMPED SHOP

DRAWINGS BEFORE FABRICATION.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

RACK SCHEDULE, PALLET POSITIONS

AND COMPONENT TAKE-OFF

SCALE (A1)

NOT TO SCALE

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-501

REV

SHEET 11 OF 13 DIMENSIONS IN mm

RACK SCHEDULE

NOT TO SCALE

MARK TYPE BAYS H x W x D BEAM LEVELS PALLET LEVELS POSNS

RK-A TYPE A — PALLET 80 4000 x 2400 x 1050 3 ABOVE FLOOR 4 INCL. FLOOR 640

RK-B TYPE B — PALLET + HANGER 2 4000 x 2400 x 1050 2 + HANGER RAIL 3 INCL. FLOOR 12

TOTAL 82 652

2 PALLETS PER LEVEL, 1000 kg PER PALLET, 2000 kg PER LEVEL UDL THROUGHOUT. POSITION COUNT SUBJECT TO FLAGS 4 AND 11.

PALLET POSITION SUMMARY

NOT TO SCALE

CONDITION TYPE A TYPE B TOTAL BASIS

FLOOR POSITION USED, 3 BEAM LEVELS 640 12 652 80 x 4 x 2 and 2 x 3 x 2

FLOOR POSITION NOT USED, 3 BEAM LEVELS 480 8 488 80 x 3 x 2 and 2 x 2 x 2

FLOOR POSITION USED, THREE PALLET LEVELS — OPTION B 480 8 488 80 x 3 x 2 and 2 x 2 x 2

FLOOR POSITION NOT USED, THREE PALLET LEVELS 320 4 324 80 x 2 x 2 and 2 x 1 x 2

THE COUNT RANGES FROM 324 TO 652 ON TWO OPEN DECISIONS — FLAG 4 AND FLAG 11. 652 SHALL NOT BE RELIED UPON UNTIL BOTH ARE CLOSED.

COMPONENT TAKE-OFF — INDICATIVE

NOT TO SCALE

ITEM TYPE A TYPE B TOTAL NOTE

BAYS 80 2 82 PER BRIEF

BEAM PAIRS 240 6 246 TYPE B INCLUDES THE HANGER BEAM PAIR

BEAMS 480 12 492 2 PER LEVEL PER BAY

FRAMES BY LAYOUT BY LAYOUT BY LAYOUT = BAYS + 1 PER ROW, FROM THE TENDERER'S LAYOUT

BASEPLATES / ANCHOR SETS BY LAYOUT BY LAYOUT BY LAYOUT 2 UPRIGHTS PER FRAME, MIN 2 ANCHORS PER UPRIGHT

UPRIGHT PROTECTORS BY LAYOUT BY LAYOUT BY LAYOUT 1 PER AISLE-FACING UPRIGHT

ROW SPACERS BY LAYOUT BY LAYOUT BY LAYOUT 2 LEVELS, MAX 3 BAYS c/c, PER BACK-TO-BACK PAIR

END OF ROW BARRIERS BY LAYOUT BY LAYOUT BY LAYOUT 2 PER ROW END

LOAD-CAPACITY PLATES BY LAYOUT BY LAYOUT BY LAYOUT 1 PER BAY AND 1 PER ROW END MINIMUM

BEAM LABEL HOLDERS BY LAYOUT BY LAYOUT BY LAYOUT 1 PER BEAM LEVEL — SEPARATE ITEM FROM LOAD PLATES

DECKING OR PALLET SUPPORTS BY LAYOUT BY LAYOUT BY LAYOUT ONLY ON LEVELS DESIGNATED ON THE APPROVED LAYOUT. PRICE PER LEVEL.

QUANTITIES MARKED BY LAYOUT SHALL BE TAKEN FROM THE TENDERER'S APPROVED LAYOUT AND PRICED AT THE UNIT RATES OF THE PRICING SCHEDULE. UNIT RATES SHALL GOVERN ANY SUBSEQUENT VARIATION IN QUANTITY.

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

SITE VERIFICATION

SCHEDULE

SCALE (A1)

NOT TO SCALE

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-601

REV

SHEET 12 OF 13 DIMENSIONS IN mm

SITE VERIFICATION SCHEDULE — ITEMS 1 TO 7

NOT TO SCALE

EACH ITEM BELOW SHALL BE VERIFIED BY THE TENDERER AND ADDRESSED IN ITS OFFER. EACH AFFECTS QUANTITY, PRICE OR SAFETY.

ITEM SUBJECT REQUIREMENT — VERIFY ON SITE AND ADDRESS IN THE OFFER

UNIT LOAD HEIGHT The Tenderer shall verify the actual unit load height, goods plus pallet, and shall set the frame height and beam pitch to suit. The reference arrangement assumes 1100 mm including a 150 mm pallet.

BAY WIDTH BASIS 2400 is stated as the CLEAR beam entry, giving a 2500 bay pitch with 100 mm added per bay for the upright. The Tenderer shall confirm the entry width required for its pallet handling and shall set out accordingly.

AISLE CLEAR WIDTH The clear working aisle between opposing pallet faces shall be not less than 2500 mm and not more than 2700 mm. Pallets overhang 75 mm each side, so a 2700 frame-face-to-frame-face aisle gives 2550 clear. The Tenderer shall state the make, model and published Ast of the handling equipment offered, and shall confirm it operates within the clear working aisle. A counterbalance forklift will not operate in this range.

SPRINKLER CLEARANCE AND CLEAR HEIGHT GOVERNING REQUIREMENT. The top of stored goods shall be not less than 450 mm below the sprinkler deflectors at every level and in every bay. The Tenderer shall survey the deflector elevation and the clear internal height, and shall set the beam level count and elevations so that this clearance is achieved. See sheet R-202.

LONGITUDINAL FLUE 300 back-to-back less two 75 mm pallet overhangs leaves a 150 mm clear flue, which is the nominal minimum with no tolerance. The Tenderer shall verify this against the fire strategy and may increase the back-to-back spacing to 400 mm. Row spacers shall achieve the full 300 mm dimension.

PALLET SUPPORT A 1200 deep pallet on a 1050 frame depth bears with a 75 mm overhang front and rear. The Tenderer shall submit written manufacturer acceptance of the overhang for the rated load, shall verify that the pallet bottom-board layout spans both beams, and shall provide pallet support bars where it does not.

BUILDING GEOMETRY Row count, row lengths, bay distribution, column clashes, door and exit clearances, egress routes and MEP coordination are developed by the Tenderer from its own survey.

The reference geometry available at the site visit is listed on sheet R-602.

SUBMITTED WITH THE OFFER

SUBMISSION PURPOSE

1 PROPOSED RACK LAYOUT SHOWING AISLE WIDTHS, ROW AND BACK-TO-BACK SPACING, WALL

CLEARANCES, EGRESS ROUTES AND COLUMN CLASHES

DEMONSTRATES THE LAYOUT IS BUILDABLE ON THE REAL FLOOR PLATE

2 LEVEL ELEVATION SCHEDULE WITH THE SPRINKLER CLEARANCE DEMONSTRATION DEMONSTRATES COMPLIANCE WITH ITEM 4 AND SHEET R-202

2A DETAILED WORK SCHEDULE AND PHASING PLAN SHOWING THE AREAS OUT OF SERVICE AT EACH STAGE

AND THE HAND-BACK DATES

KEEPS THE WAREHOUSE OPERATIONAL AND FIXES THE DISRUPTION ACCEPTED

3 TOTAL NUMBER OF PALLET POSITIONS OFFERED AND THE BASIS OF THE COUNT FIXES THE STORAGE CAPACITY THE OFFER IS EVALUATED ON

4 MANUFACTURER PRODUCT DATA WITH STEEL GRADES, MATERIAL THICKNESSES AND CAPACITY CHARTS DEMONSTRATES THE COMPONENTS MEET THE RATED LOADS

5 ANCHORAGE AND SEISMIC DESIGN APPROACH AND THE PROFESSIONAL ENGINEER'S QUALIFICATIONS DEMONSTRATES THE DELEGATED DESIGN CAN BE SEALED

6 MATERIALS HANDLING EQUIPMENT MAKE, MODEL AND PUBLISHED Ast ASSUMED DEMONSTRATES THE AISLE WIDTHS OFFERED ARE WORKABLE

PROJECT

WAREHOUSE PALLET RACKING — 82 BAY REFERENCE

ABDOUN MAIN WAREHOUSE, AMMAN, JORDAN

CLIENT

U.S. EMBASSY AMMAN

SHEET TITLE

SITE VERIFICATION

SCHEDULE

SCALE (A1)

NOT TO SCALE

ISSUE STATUS

ISSUED FOR TENDER

n

SITE VERIFICATION ITEM. THE TENDERER SHALL VERIFY AND DESIGN ACCORDINGLY. SEE

SHEETS R-601 AND R-602.

DELEGATED DESIGN

RACK STRUCTURAL DESIGN, SEISMIC RESISTANCE AND FLOOR ANCHORAGE ARE DELEGATED TO THE TENDERER'S LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED SEALED. THIS SET

STATES THE EMPLOYER'S REQUIREMENTS.

SHEET No.

R-602

REV

SHEET 13 OF 13 DIMENSIONS IN mm

SITE VERIFICATION SCHEDULE — ITEMS 8 TO 13

NOT TO SCALE

EACH ITEM BELOW SHALL BE VERIFIED BY THE TENDERER AND ADDRESSED IN ITS OFFER. EACH AFFECTS QUANTITY, PRICE OR SAFETY.

ITEM SUBJECT REQUIREMENT — VERIFY ON SITE AND ADDRESS IN THE OFFER

SLAB CAPACITY Baseplate point load is of the order of 2000 kg per upright at full rated load plus self weight. The Tenderer shall verify slab thickness, sub-base, joint locations and anchor edge distances. Anchors shall not be set in slab joints or within 100 mm of a free edge. Pull-out test 5% of anchors, minimum ten, witnessed.

COMPONENT SIZES Upright, beam, baseplate and bracing sections shown are indicative. Final sections, connector type, steel grade, material thickness, coating class and beam safety pins are by the Tenderer's delegated engineer and shall be declared at tender stage. Nominal section dimensions alone are not an acceptable specification.

SEISMIC AND STABILITY The racking is free-standing with a height-to-depth ratio of 3.81 in the reference arrangement and is unbraced to walls. Amman is a moderate seismic zone. Down-aisle and cross-aisle stability, anchorage, row spacers and any top ties are delegated design items and may govern the frame sections.

FLOOR LEVEL STORAGE The Tenderer shall state whether the floor position under the first beam level is counted as a pallet position, and shall state the total number of pallet positions offered on that basis.

HANGING BAYS The Tenderer shall provide a usable clear hang in the two garment bays and shall state the arrangement offered, the clear hang achieved, the rail section and the rated garment load per metre run. The hanger level is not covered by the 2000 kg per level pallet rating and shall carry its own load notice. See sheet R-203.

EXISTING SHELVING DISPOSITION Relocation within the compound is the base requirement and removal from the compound is a priced option. Tenderers shall price both separately so that the Employer may elect either at award. See sheet R-002.

REFERENCE INFORMATION AVAILABLE AT THE SITE VISIT

INFORMATION SUPPORTS

A BUILDING OUTLINE, COLUMN GRID AND COLUMN CENTRES FLOOR PLAN, ROW SETTING OUT, COLUMN CLASH REVIEW

B DOOR AND EXIT POSITIONS, SWINGS AND EGRESS ROUTES EXIT CLEARANCES, AISLE TERMINATION, CROSS AISLES

C CLEAR INTERNAL HEIGHT AND UNDERSIDE OF STRUCTURE TOP-OF-LOAD ELEVATION AND BEAM LEVEL COUNT

D SPRINKLER HEAD ELEVATION, SPACING AND SYSTEM DESIGN ITEM 4 CLEARANCE DEMONSTRATION

E HIGH LEVEL MEP ROUTING — DUCTS, PIPES, LIGHTING, CABLE TRAY MEP CLASH REVIEW AND ROW INTERRUPTIONS

F SLAB CONSTRUCTION, THICKNESS AND JOINT LAYOUT ANCHOR POSITIONS, BASEPLATE BEARING, DELEGATED CHECK

G MATERIALS HANDLING EQUIPMENT IN USE AISLE WIDTH VALIDATION AGAINST THE CLEAR WORKING AISLE

H COMMODITY CLASSIFICATION AND TYPICAL UNIT LOAD BEAM LEVEL CONFIRMATION AND FIRE STRATEGY CHECK

J EXTENT OF THE EXISTING SHELVING AND THE DESIGNATED RELOCATION AREA DEMOLITION, RELOCATION OR REMOVAL PLAN AND PRICING