4.03 Sasebo Military Base_ Platform Plans_ 2023.03.31- STAMPED.pdf

PDF 5 MB Posted Jan 11, 2026

Attached to: MEZZANINE REMOVAL
Solicitation number: N6264926QE002
Issued by: Department of the Navy Naval Supply Systems Command

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Written by GovTribe AI · Jan 11, 2026

This document is a detailed engineering design set for a modular platform and inplant office system by Equipto, designed for a facility in Sasebo, Japan. The platform is a raised structural system with a floor height of 12'-2 3/4", supporting an enclosed office space with windows, HVAC, and electrical infrastructure. The design includes specific technical specifications for beam types, post configurations, floor decking, and stair access, with careful attention to seismic design requirements for the Seismic Design Category D region. The platform is engineered to support a 60 pounds per square foot load capacity and includes comprehensive installation instructions, post connection details, and special inspection requirements to ensure structural integrity and compliance with building codes.

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DCBA

10'-0" 10'-0" 14'-0" 20'-0"

10 12"

6'-21 2"

- HORIZONTAL

DISTANCE BETWEEN

MOUNTING HOLES

- VERTICAL

DISTANCE BETWEEN

MOUNTING HOLES

1-12" Roof Decking 1-18"Tuff Deck

'-3

'-0

R T

G H

'-2

O O

R H

H T

#6424-SASEBO

TUBULAR BRACE

AS REQUIRED

10 12"

1-12" Roof Decking 1-18"Tuff Deck

'-0

R T

G H

'-2

O O

R H

H T

#6424-SASEBO

TUBULAR BRACE

AS REQUIRED

6'-21 2"

- HORIZONTAL

DISTANCE BETWEEN

MOUNTING HOLES

- VERTICAL

DISTANCE BETWEEN

MOUNTING HOLES #6485-SASEBO

TUBULAR BRACE

AS REQUIRED

10 12"

5'-91 2"

- HORIZONTAL

DISTANCE BETWEEN

MOUNTING HOLES

- VERTICAL

DISTANCE BETWEEN

MOUNTING HOLES

10 12"

5'-91 2"

- HORIZONTAL

DISTANCE BETWEEN

MOUNTING HOLES

- VERTICAL

DISTANCE BETWEEN

MOUNTING HOLES

#6485-SASEBO

TUBULAR BRACE

AS REQUIRED

1-12" Roof Decking 1-18"Tuff Deck

'-1

'-0

R T

G H

'-2

O O

R H

H T

1'-2"

1-12" Roof Decking 1-18"Tuff Deck

'-8

'-0

R T

G H

'-2

O O

R H

H T

1'-4"

10'-0" 10'-0"

10 12"

6'-21 2"

- HORIZONTAL

DISTANCE BETWEEN

MOUNTING HOLES

- VERTICAL

DISTANCE BETWEEN

MOUNTING HOLES

1-12" Roof Decking 1-18"Tuff Deck

'-3

'-0

R T

G H

'-2

O O

R H

H T

#6424

TUBULAR BRACE

AS REQUIRED

10 12"

1-12" Roof Decking 1-18"Tuff Deck

'-0

R T

G H

'-2

O O

R H

H T

6'-21 2"

- HORIZONTAL

DISTANCE BETWEEN

MOUNTING HOLES

- VERTICAL

DISTANCE BETWEEN

MOUNTING HOLES

#6424

TUBULAR BRACE

AS REQUIRED

R M

O N

PIPES

4" X 8"

ROOM/POST LAYOUT PLAN

'-3

9' -5

'-3

1/ 2"

8' -1

3'-2" 10'-10" 3'-4 7/16" 25'-4 3/16" 3'-2 3/8"

3' -2

'-2

6' -5

-1 0"

2' -5

"23'-7 5/8"11'-6"8'-5"

49'-7 1/4"

3'-8 1/4"

2'-3 5/8" 3'-9"

3'-0"

ELECTRICAL PANELS

3'-47 16"

3'-0"

1'-33 4"

4'-7"

3'-0"WALKWAY

10'-11 1/4"

3"PIPE 14' OFF THE FLOOR

PLATFORM OUTLINE

PLATFORM POST

PLATFORM SUPPORT PLAN

= SQUARE POST LOCATIONS

(11) THIS CONFIG.

#9999A

#9963

#9995

#9999A

C #9

F/ C

C #9

F/ C

C #9

F/ C

C #9

F/ C

#9995 F/C

#9996

#9996 #9995 F/C

#9963 #9963

#9963

#9995 F/C

2'-0"

8'-0"

F/C

6'-71 2"

F/C

(7) #7317 BOLTING

ANGLE

#9999A

#840633A

#840633A #840633A

#840633A

#9994A

C #9

F/ C

C #9

F/ C

C #9

F/ C

C #9

F/ C

B B B B

C C

20'-0"

6'-0"8'-0"

4'-8"

F/C

10'-0"

3'-41 2"

4'-0"

14'-0"

4'-8"

10'-0"

5'-1"

34'-0"

2'-71 2"

F/C

F/CF/C

F/C

38'-8"

25'-1"

NOTES:

- ALL BEAMS ARE "A" TYPE UNLESS OTHERWISE NOTED.

SEE SHT 3 FOR BEAM DETAILS

- ALL F/C ARE FOR REF. ONLY.

- ALL F/C DIMS TO BE VERIFIED AT TIME OF INSTALL

PRIOR TO CUTTING.

17'-101 4"

#840633A #9964

2'-13 4"14'-0"

3'-21 2"

1'-81 2"

F/C

C C

25'-3"

23'-61 2"

#840633A

(19) #6424 TU

LAR

(5) #6424-SASEBO

LAR

(14) #6485-SASEBO

TUBULAR BRACE

SEE POST NOTE

POST NOTE:

- TOP OF POST WILL BE CONNECTED TOGETHER WITH (3) NUTS AND BOLTS,

- MIDDLE OF POSTS WILL BE CONNECTED TOGETHER WITH (2) BOLTS INTO THE WELDED NUTS

- BOTTOM WILL BE CONNECTED WITH (2) THROUGH BOLTS 6” LONG AND NUTS

(2) LOCATIONS

SEE POST NOTE

C U

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M ai n St re et

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GENERAL NOTES:

1) DESIGN OF LIGHT GAUGE STEEL CROSSOVER PLATFORMS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN

COMPLIANCE WITH THE REQUIREMENTS OF THE 2015 IBC AND THE ASCE 7-10

2) STEEL FOR ALL SHAPES IS Fy = 40 KSI (EXCEPT AS NOTED)

3) ALL ANCHORS SHALL BE 1/2''φ x 5'' LONG, MIN., HILTI KWIK HUS-EZ (KH-EZ) (ICC ESR #3027) WITH MIN. EMBEDMENT OF 4-1/4''

OR APPROVED EQUAL (SPECIAL INSPECTION REQUIRED - REFERENCE SCHEDULE AT RIGHT)

4) EXISTING FLOOR CONSTRUCTION = MIN. 6-3/4'' THICK CONCRETE SLAB-ON-GRADE WITH F`c = 2500 PSI AND 500 PSF SOIL

BEARING PRESSURE.

5) ALL CROSSOVER PLATFORM INSTALLATIONS ARE MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY

IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE, EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE FLOOR LOAD OF 125 PSF, MORE THAN THE FLOOR LOAD OF 60 PSF FOR ELEVATED

PLATFORMS NOT INTENDED FOR USE AS STORAGE OR EXIT WAYS

6) THESE CROSSOVER PLATFORMS WILL NOT BE ACCESSIBLE TO THE GENERAL PUBLIC

7) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 96 INCHES BETWEEN THE TOP OF THE CROSSOVER

PLATFORM AND THE CEILING SPRINKLER DEFLECTORS

SHELVING UNIT'S MAXIMUM "OUT-OF-PLUMBNESS" SHALL BE 0.5 INCH IN 10 FTSTORAGE SHELVING CAPACITIES: REFERENCE SHELVING SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION

STATEMENT OF SPECIAL INSPECTION

VERIFICATION AND

INSPECTION

CONTINUOUS PERIODIC HILTI KWIK HUS-EZ (KH-EZ) INSPECTED

CONFIRM ANCHOR TYPE X HILTI HUS-EZ (KH-EZ), 1/2''φ x 5'' LONG, MIN.

- PER ICC ESR #3027 SECTIONS 4.4 & 5.2, TABLE 1

SPECIAL

INSPECTOR

CONFIRM CONCRETE

COMPRESSIVE STRENGTH X MINIMUM 2500PSI

CONFIRM CONCRETE

THICKNESS X MINIMUM 6-3/4'' THICK SLAB OR MINIMUM 6-3/4'' CONCRETE

SLAB OVER METAL DECKING

HOLE DIAMETER x

MIN. LENGTH X 1/2''φ x 4-5/8'' LONG HOLE IN CONCRETE

- PER ICC ESR #3027 TABLE 2

SPECIAL

INSPECTOR

CLEAN OUT OF HOLE X BULB/BLOW OUT - PER ICC ESR #3027 SECTIONS 4.3 & 4.4 SPECIAL

INSPECTOR

MINIMUM ANCHOR SPACING X 3'' - PER ICC ESR #3027,

SECTIONS 4.4 & 5.7, TABLE 2

SPECIAL

INSPECTOR

MINIMUM EDGE DISTANCE X 1-3/4'' - PER ICC ESR #3027,

SECTIONS 4.4 & 5.7, TABLE 2

SPECIAL

INSPECTOR

NOMINAL ANCHOR

EMBEDMENT X 4-1/4'' - PER ICC ESR #3027,

SECTIONS 4.3, 4.4 & 5.2, TABLES 2 & 3

SPECIAL

INSPECTOR

TIGHTENING TORQUE X 45 FT-LBS - PER ICC ESR #3027,

SECTIONS 4.3 & 4.4, TABLE 21

SPECIAL

INSPECTOR

NOTE: INSPECTION TO BE COMPLETED BY A THIRD PARTY INSPECTOR.

EARTHQUAKE DESIGN DATA:

a) Seismic Importance Factor: IE = 1

Risk Category II - Not Open to the Public

b) Mapped Spectral Response Accelerations:

Ss = 0.950 S1 = 0.409

c) Site Class = B (Assumed)

d) Spectral Response Coefficients:

Sds = 0.633 Sd1 = 0.273

e) Seismic Design Category = D

f) Basic Seismic-Force-Resisting System(s):

Ordinary Steel Moment Frame

g) Total Design Base Shear, V = 2555 lb

h) Seismic Response Coefficient: Cs (ASD) = 0.127

i) Response Modification Factor: R = 3.5

j) Overstrength Factor: Ωo = 3.0

k) Analysis Procedure per ASCE 7-10, Section 12.2

APR 04, 2023

EXP.: SEP 30, 2024

Please note that the stamp on these plans is for the State of California, not the Nagasaki Prefecture region of Japan.

We did analyze the platform for the appropriate seismic activity as noted by our client's contact for the site.

SS = 0.950 Fa = 1.00 S1 = 0.409 Fv = 1.00 Soil Site Class = "B"

SDS = 0.633 SD1 = 0.273

Seismic Design Category = "D"

ROOF DECKING / STAIR PLAN

NOTE: F/C, NOTCH, AND OVERLAP ROOFDECKING TO FIT

#1724S16

STAIRWAY

24" TREADS

#78178 COVER PLATE

(1 REQUIRED)

ROOF DECK PANELS

1-1/2" HIGH

24" WIDE ( )

30" WIDE ( )

36" WIDE UNMARKED

13'-35 16"

F/C

8'-0" 6'-0" 8'-0" 12'-0"

1'-73 4"

1'-2"

RUN

F/C 3'-01 2"

2'-0"

OVERALL

TREAD

F/C AND OVERLAP

AS NEEDED

1'-41 2"

TUFFDECK PLAN

NOTE: F/C AND NOTCH TUFF DECKING TO FIT

#10217 TUFF DECK PANELS

1-1/8" THICK x 48 x 96

F /C

3'-0"

3'-71 2"

D04

(1) #9563 CORNER

ANGLE

3'-0"

3'-9"

GEN IV RAILING

2 RAILS & KICKPLATE

(ELEVATION)

4" KICKPLATE

17" CLEAR

D R

G H

" F R

O M

M F

4" RAILING

POST

#90001P

4" RAILING

POSTS #90001P

SIDE-BEAM MOUNTED

13'-0" MIN.

14'-3" MAX.

STAIR RUN

STAIRWAY

S16 SERIES

SIDE ELEVATION

INSTRUCTION DRAWING # 220ASY

A - 9 61

64" MIN. 10 11

16" MAX.

TREAD INFO

DEPTH

B - 8 41

64" MAX. 7 3 4" MIN.

10'-11" MIN.

12'-2" MAX.

STAIR RISE

35 15

16" MAX. HAND RAIL HT.

33 15

32" MIN. HAND RAIL HT.

45 716" MAX. GUARD RAIL HT.

42 516" MIN. GUARD RAIL HT.

40°58' MAX.

35°54' MIN.

2" x 1-17 64"

FORMED RAIL

13 GA. GRADE 40 CRS.

(TYPICAL)

82 13

32" MIN.

87 12" MAX.

C U

Th is d oc um en t i s th e pr op er ty o f Ta ta m y, P

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R ep ro du ct io n st ric tly p ro hi bi te d.

M ai n St re et

Te l:

3-ht tp w w w

.e qu ip to

.c om

-0

R M

L A

T10 /2

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4/ 5/

M A

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O N

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I N

N S

O C

N 6/

A S

H 7/

Y C

O R

R O

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F O

R A

F O

R A

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5 N

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-1 1-

APR 04, 2023

EXP.: SEP 30, 2024

2.750"

TYPE A INTERMEDIATE

BEAM (FLOOR SUPPORT)

2', 4', 6', 7', 8', 9' & 10' BEAM - 16 GA

INSIDE BEND RADIUS = 1/8"

TYPE B SUPPORT BEAM

(INT. BEAM SUPPORT)

7' & 8' BEAM - 14 GA; 9', 10' & 12' - 12 GA

INSIDE BEND RADIUS = 1/8"

BEAM SPLICE ASSEMBLY

INSTRUCTIONS

TYPE C SUPPORT BEAM - SPLICED

(INT. BEAM SUPPORT)

14' & 16' - 11 GA

INSIDE BEND RADIUS = 1/4"

BEAM SPLICE

FOR 14' & 16' (TYPE C)

SPLICED BEAMS

9 GA x 40" LONG

INSIDE BEND RADIUS = 1/4"

TYPE D SUPPORT BEAM - SPLICED

(INT. BEAM SUPPORT)

18' & 20' - 9 GA

INSIDE BEND RADIUS = 1/4"

BEAM SPLICE

FOR 18' & 20' (TYPE D)

SPLICED BEAMS

7 GA x 40" LONG

INSIDE BEND RADIUS = 1/4"

3.500" 3.075"

GEN IV BEAM CROSS-SECTION DETAILS

3.500"

TUBULAR BRACES

1 7/8" O.D.

DETAIL A - A

14 GA HOT ROLLED

WELDED STEEL TUBE

BEAM NOTES:

1. ALL BEAMS ARE MADE OF 40,000 PSI MIN. YIELD COLD ROLLED STEEL.

2. ACTUAL LENGTH OF BEAMS IS 8-3/4" LESS THAN THEIR NOMINAL LENGTH.

ADD +1/4 DUE TO

TUBULAR BRACES

SQUARE POST DETAIL

RECOMMENDED FLOOR ANCHOR HARDWARE

HILTI KWIK BOLT TZ (ICC-ES ESR-1917)

1/2"DIA x LENGTH ACCORDING TO LOCAL SPECIFICATIONS

1 PER FOOTPLATE - SUPPLIED BY CUSTOMER

TRIANGULAR DETAIL

U N

UNIT DIM.

6" 1/2" THICK

9/16" DIA

ADD +1/4 DUE TO

TUBULAR BRACES

1/2" THICK

9/16" DIA

" .9

5" 2.

CODE COMPLIANCE:

GENERAL PLATFORM NOTES

EQUIPTO SHALL FURNISH ALL THE MODULAR

PLATFORM MATERIAL AS SHOWN ON THIS DRAWING,

UNLESS OTHERWISE STATED.

FLOORING IS ROOFDECK/TUFFDCK.

STAIRWAY.

FLOOR HEIGHT IS: 12'-2 3/4"

SUPPORT HEIGHT IS: 12'-0 1/8"

MINIMUM CLEARANCE: 10'-8 1/8" PLATFORM

NOTICE TO THE INSTALLER.

THE ASSEMBLER SHALL VERIFY LOCATIONS OF WALLS,

BUILDING COLUMNS, AND ANY OTHER OBSTRUCTIONS

PRIOR TO ASSEMBLY. EACH MODULAR PLATFORM

COLUMN IS TO BE ANCHORED TO THE FLOOR WITH

HARDWARE FURNISHED BY OTHERS. THERE IS ONE

9/16 DIAMETER HOLE PER POST.

FLOOR CAPACITY - 60 LBS PER SQUARE FOOT

MAXIMUM PARTITION LOAD.

IMPORTANT BEAM INFORMATION

FIELD CUT AND REDRILL ON THE JOB SITE. BEAMS TO SIZE.

BEAMS ARE MANUFACTURED IN 2'-0", 4'-0", 6'-0", 8'-0", 10'-0", 12'-0",

16'-0" 18'-0" AND 20'-0" LENGTHS. 16'-0" 18'-0" AND 20'-0" LENGTHS

BEAMS ARE SPLICED BEAMS WITH SPLICE JOINT IN THE MIDDLE.

THOSE BEAMS SHOWN OTHERWISE ARE TO BE FIELD MODIFIED.

IMPORTANT ROOF DECKING INFORMATION

PANELS ARE MANUFACTURED IN 3'-0", 4'-0", 6'-0", 8'-0", 9'-0", 10'-0"

AND 12'-0" LENGTHS. THOSE PANELS SHOWN OTHERWISE ARE

TO BE FIELD MODIFIED. 24", 30" AND 36" WIDE PANELS AND NOTE

THE WIDTHS CAN TELESCOPE WIDTH AND LENGTH IF DESIRED.

STAIR TREAD

MATERIAL SPEC: - 14 GA (.0785)

GALVANIZED 40,000 PSI MIN. YIELD

COLD ROLLED STEEL

1'-5 3/32"

STAIR RISER PANEL

MATERIAL SPEC: - 13 GA (.0934)

40,000 PSI MIN. YIELD STEEL

STAIR TREAD SUPPORT ANGLE

MATERIAL SPEC: ASTM A653 - 14 Ga. (.0747)

9 3/8" LONG

4'-91 4"

BEAM 4"

F/C DIM

(POST TO POST)

POST

BEAM FIELD CUT (F/C)

DIMENSION EX.

#6424-SASEBO

#6485-SASEBO

2 1/4" O.D.

DETAIL A - A

14 GA HOT ROLLED

WELDED STEEL TUBE

#6424

6'-4"±1/16"

6'-51 2" ±1

16"

6'-101 2" ±1

16"

2 1/4" O.D.

DETAIL A - A

14 GA HOT ROLLED

WELDED STEEL TUBE

5/8" x 2" HEX HEAD BOLT # 991809H

LEFT AND RIGHT BEAMS, ATTACH THE

BOLTS, WASHERS (13102) AND

(#13101) AND (#991809H) HEX HEAD

(3) 16-2" LONG (991809H) BOLTS HAVE

BEEN FURNMISHED FOR FACE TO FACE

INSTALLATION. BALANCE OF BOLTS

ARE 1-1/2" LONG (#13101)

HEX NUTS (#13103) AND TIGHTEN.

RIGHT BEAMS SHOWN.)

ARE ALIGNED WITH THE HOLES IN THE

(2) WHEN HOLES IN THE CENTER BEAM

BEAM TELESCOPES INTO LEFT AND

SHOWN ON PAGE 2. (NOTE: CENTER

(1) SLIDE CENTER BEAM INTO PLACE AS

#13103 HEX NUT (28X)

5/8" SPRING LOCKWASHER

#13102

5/8" HEX NUT

#13103

5/8" x 1-1/2" HEX HEAD BOLT #13101

#13102 LOCKWASHER (28X)

#13101 HEX HD BOLT

#991809H HEX HD BOLT

9999C CENTER BEAM

TELESCOPES INSIDE BEAMS.

FROM UNDERSIDE.

22 BOLTS INSERTED FROM THIS SIDE.

BOTTOM VIEW SHOWING 2 BOLTS (13101) INSERTED

( 4 BOLTS INSERTED FROM THIS SIDE).

WASHERS (13102), AND NUTS (13103) IN PLACE.

PART SHOWN WITH BOLTS (13101) AND (991809H),

TO BE 2"LONG

BACK

(991809H)

NOTE:

THESE 4 BOLTS

BACK

FRONT

NOTE:

(991809H)

TO BE 2"LONG

THESE 4 BOLTS

BACK

FRONT

SQUARE POST PLATFORM POST CROSS-SECTIONS, GAGES AND WELDS

TRIANGULAR POST PLATFORM POST CROSS-SECTIONS, GAGES AND WELDS

10'-0"6'-0"

4' 4'

'-0

10'-0"6'-0"

2' 2'

'-0

POST CONFIGURATIONS

SINGLE POST SQUARE POST

BI-POST TRI-POST QUAD-POST

SAMPLE FLOOR PLAN

5/8" x 1 1/2"HEX HEAD BOLT (13101), LOCKWASHER (#13102), HEX NUT (#13103).

(2 EA. PER BI-POST REQ'D)

5/8" x 1 1/2"HEX HEAD BOLT (13101), LOCKWASHER (#13102), HEX NUT (#13103).

(4 EA. PER TRI-POST REQ'D.)

5/8" x 1 1/2"HEX HEAD BOLT (13101), LOCKWASHER (#13102), HEX NUT (#13103).

(8 EA. PER QUAD-POST REQ'D.)

POST #5208

4" x 8'-0" (2 PER

BI-POST)

5/8" HEX HEAD BOLT, (#31101)

LOCKWASER, (#13102)

AND NUT, (#13103)

BI-POST SINGLE

POST

SINGLE

POST TRI-POST QUAD-POST

BI-POST SINGLE

POST

POSTS:

8'-0" HIGH = #5208

9'-0" HIGH = #5209

10'-0" HIGH = #5210

12'-0" HIGH = #5212

OPTIONAL SQUARE POSTS:

8'-0" HIGH = #5218

9'-0" HIGH = #5219

10'-0" HIGH = #5220

12'-0" HIGH = #5222

BI-POST ASSEMBLY

BOLT HOLE FOR

ALL BEAMS.

BOLT HOLE

FOR 8 1/2",

14", & 16"

HIGH BEAMS

BOLT HOLE FOR

11 1/4", 14", & 16"

HIGH BEAMS

11 1/4" HIGH BEAM

POSTPOST

8 1/2" HIGH BEAMPOST AND BEAM

ASSEMBLY

5/8" x 1 1/2" HEX HEAD BOLT (13101), LOCKWASHER (13102), AND HEX NUT

(13103). (2 EA. PER END, EXCEPT 3 EA.

PER END ON 14", AND 16" HIGH BEAMS)

8 1/2" HIGH BEAM

POST AND BEAM

ASSEMBLY

BI-POST

EXISTING EXTERNAL

FRAME ASSEMBLY

BI-POST

ADD-ON

BEAM

INTERNAL FLOOR SUPPORT STRUCTURE

1. Consult your installation drawing and your order to determine what beam configuration you have. Beams may be installed on 2' centers or on 4' centers.

NOTE: If you are using extension brackets #9970 or #9971 see pages 14 and 15 before proceeding to insure proper beam configuration.

2. Install all of the beam brackets in their proper positions depending on the beam centers. If you have mezzanines which are back to back install both sets of beam brackets at the same time. (SEE PAGES 11 AND 12)

3. Bolt the ends of the internal beams to the beam brackets. Install in pairs if your beams are on 4' centers.(SEE PAGE 12) Install only one beam if your beams are on 2' centers. For beams on 2' centers locate the position of the floor support angles. Install them where the ends of two pieces of tuffdeck meet. (SEE PAGE 13)

4. On internal beam pairs that are longer than 4' they must be bolted back to back.(SEE PAGE 12) On 16' and 20' span mezzanines that are 6', 8', and 10' wide you must install cross braces on top of the internal beams. (Not required if beams are on 2' centers - SEE PAGE 13)

5. Plum and square all the post and beams at this time. Tighten all hardware on framework, then anchor the post to the floor. NOTE: Floor anchors to be furnished by others.

WARNING: FAILURE TO ANCHOR ALL POSTS TO THE FLOOR WILL RESULT IN AN UNSAFE MEZZANINE.

FLOOR SUPPORT LAYOUT

BEAMS ON 4' CENTERS

FLOOR SUPPORT LAYOUT

BEAMS ON 2' CENTERS

FLOOR SUPPORT

ANGLE LOCATED AT

FLOORING SEAMS11 1/4" HIGH BEAM

(#7664 ARE ALSO USED

ON 8 1/2" HIGH BEAMS)

BEAM BRACKETS

14" HIGH BEAM

(#7665L/R ARE ALSO USED

ON 16" HIGH BEAMS)

BEAM BRACKET

#7664

5 11/16" x 8" (2

PER LOCATION)

5/8" x 1 1/2" HEX HEAD

BOLT, LOCKWASER, AND

HEX NUT. (2 PER #7664

AND 3 PER #7665L/R)

BEAM BRACKET

#7665L/R

5 11/16" x 8" (2

PER LOCATION)

BACK TO BACK BEAMS

11 1/4" HIGH BEAM

(2 BEAMS BACK TO BACK)

5/8"x 1 1/2" HEX HEAD BOLT

(13101), LOCKWASER (13102), AND

HEX NUT (13103).

(4 EA. PER LOCATION)

INTERNAL BEAMS

ON 4' CENTERS

BEAM BRACKET

#7664

5 11/16" x 8"

(4 PER LOCATION

BACK TO BACK)

11 1/4" HIGH BEAM

INTERNAL BEAMS

BOLTED BACK TO BACK

5/8"x 1-1/2" HEX HEAD BOLT (13101), LOCKWASER (13102), AND HEX NUT (13103).

(2 EA. PER END)

3/8"x 3/4" HEX HEAD BOLT (13188), LOCKWASER (13182), AND HEX NUT

(13191). (2 EA. PER PAIR OF 6' OR 8'

BEAMS, 4 EA. PER PAIR 0F 10' BEAMS)

8 1/2" HIGH BEAM

(2 BEAMS BACK TO BACK)

BEAM BOLTING ASSEMBLY

BEAM BOLTING ANGLE #7317

NOTE:

USE THIS ASSEMBLY AS SPECIFIED IN

YOUR MEZZANINE LAYOUT.

5/8" x 1 1/2" HEX HEAD BOLT

(13101), LOCKWASHER (13102),

HEX NUT (13103).

(6 EA. PER BEAM ANGLE)

11 1/4" HIGH BEAM

8 1/2" HIGH BEAM

FLOORING: PERFORATED AND SOLID GRATING

INSTRUCTIONS:

NOTE: ALL GRATING PANELS ARE TO BE INSTALLED

PERPENDICULAR TO THE INTERNAL BEAMS.

1. Fasten an angle clip #9520 inside the top of all the post. Be sure the clips are positioned parallel with the direction of the grating panels.

2. Beginning on an outer edge of the mezzanine framework, position grating panel and bolt the ends to the top of the prepunched beam and the angle clip in the corners. After all the panels are in place tighten all hardware.

MEZZANINE

FRAMEWORK

INTERNAL

BEAMS

ANGLE CLIP

#9520DIRECTION

OF GRATING

5/8" x 1 1/2" HEX HEAD BOLT

(13101), LOCKWASHER (13102),

AND HEX NUT (13103).

(1 EA. PER CLIP)

PERFORATED

SOLID GRATING

PANEL

MEZZANINE POST

8 1/2" HIGH BEAM

MEZZANINE POST

5/16" x 5/8" HEX HEAD BOLT, (13152, AND HEX NUT (13051).

(4 EA. PER PANEL)

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D O O R

4'-2 1/4" 4'-0" 4'-0" 4'-0"

1'-7 7/8"

3'-11"4'-0"4'-0"

34'-2"

3' -1

0" 4'

-0

6' -6

4' -2

-0

2' -3

1'-9 3/4"4'-0"4'-0"4'-0"4'-0"2'-4 1/4"1'-9"2'-6"1'-9"3'-9 3/4"4'-2 1/4"

4' -0

-0

1' -1

16'-1 31/32"

34'-0"

'-4

F E T Y

G A T E

1'-3"

RELOCATE

WINDOW

4' -0

-4

1' -1

FC 3'-9"

'-1

FC 2'-10"

FC 1'-9" PANEL

FC 3'-9"

2'-2 25/32" 1'-10 19/32"

4' -0

17'-101 4"

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INPLANT WALL LAYOUT

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THE WALLS SURROUNDING THE MEZZANINE FLOOR OFFICE SPACE WERE

PROVIDED BY OTHERS (INPLANT) AND ARE A SELF-SUPPORTING SUPER

STRUCTURE THAT ARE FASTENED TO THE DECKING OF THE PLATFORM WITH THE

FOLLOWING REQUIREMENTS...

1. (2) 1/4"φ SHEET METAL SCREWS PER SIDE OF EACH CORNER,

2. (2) 1/4"φ SHEET METAL SCREWS PER SIDE OF EACH TRACK JOINT,

3. (2) 1/4"φ SHEET METAL SCREWS PER EITHER SIDE OF OPENINGS (DOORS), &

4. (1) 1/4"φ SHEET METAL SCREW AT A MAXIMUM SPACING OF 36" BETWEEN.

WE UPGRADED SOME BEAMS AND BRACES FOR THE PLATFORM TO BETTER

SUPPORT THE OFFICE SPACE FRAMING ABOVE, BOTH VERTICALLY AND LATERALLY.

AGAIN THE OFFICE WALLS AND THEIR ATTACHMENTS WERE PROVIDED BY THE

SUPPLIER OF THE SYSTEM, INPLANT OFFICES INC.

FOR ANY QUESTIONS REGARDING THEIR SYSTEM, PLEASE CONTACT THEM

DIRECTLY. THEIR INFORMATION IS SHOWN BELOW.

MANUFACTURING FACILITY:

436 Bussen Underground Road, Saint Louis, MO 63129 toll free (800) 356-3199 | (314) 892-5800 fax (314) 892-4070 | www.InPlant.com

A C T

IVE

D O O R

4'-2 1/4" 4'-0" 4'-0" 4'-0"

1'-7 7/8"

3'-11"4'-0"4'-0"

34'-2"

3' -1

0" 4'

-0

6' -6

4' -2

-0

2' -3

1'-9 3/4"4'-0"4'-0"4'-0"4'-0"2'-4 1/4"1'-9"2'-6"1'-9"3'-9 3/4"4'-2 1/4"

4' -0

-0

1' -1

1" 16'-1 31/32"

34'-0"

'-4

F E T Y

G A T E

1'-3"

4' -0

-4

1' -1

'-1

2'-2 25/32" 1'-10 19/32"

4' -0

W x1

NOTCH DECKING, PC TYP

17'-101 4"

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INPLANT ROOF DECKING

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THE CEILING ABOVE THE MEZZANINE FLOOR OFFICE SPACE WAS PROVIDED BY

OTHERS (INPLANT) AND IS A SELF-SUPPORTING SUPER STRUCTURE WHERE THE

SYSTEM'S WALLS ARE FASTENED TO THE DECKING OF THE SUPPORTING

PLATFORM. WE UPGRADED SOME BEAMS AND BRACES FOR THE PLATFORM TO

BETTER SUPPORT THE OFFICE SPACE FRAMING ABOVE, BOTH VERTICALLY AND

LATERALLY. AGAIN THE OFFICE WALLS AND THEIR ATTACHMENTS WERE

PROVIDED BY THE SUPPLIER OF THE SYSTEM, INPLANT OFFICES INC.

FOR ANY QUESTIONS REGARDING THEIR SYSTEM, PLEASE CONTACT THEM

DIRECTLY. THEIR INFORMATION IS SHOWN BELOW.

MANUFACTURING FACILITY:

436 Bussen Underground Road, Saint Louis, MO 63129 toll free (800) 356-3199 | (314) 892-5800 fax (314) 892-4070 | www.InPlant.com

D O W

WINDOW WINDOWWINDOW

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IVE

D O O R

4'-2 1/4" 4'-0" 4'-0" 4'-0"

1'-7 7/8"

3'-11"4'-0"4'-0"

34'-2"

3' -1

0" 4'

-0

6' -6

4' -2

-0

2' -3

1'-9 3/4"4'-0"4'-0"4'-0"4'-0"2'-4 1/4"1'-9"2'-6"1'-9"3'-9 3/4"4'-2 1/4"

4' -0

-0

1' -1

1" 16'-1 31/32"

34'-0"

'-4

F E T Y

G A T E

1'-3"

S 4'

-0

3' -4

-1 0"

'-1

2'-2 25/32" 1'-10 19/32"

4' -0

17'-101 4"

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INPLANT LIGHTING AND CEILING