3.0_Concrete_Pad_(373765-S.01)__20171213.pdf

INSIDE CHANNEL PLATE

"x2"x2"

OUTSIDE CHANNEL PLATE

"x2"x3"

4" STANDARD PANEL DEPTH

1" x

" CLOSED CELL GASKET

(COMPRESSES TO LESS THAN 1/16")

" TAPCON, EMBED 2

" MIN. (TYP.)

#12 HEX HEAD SHEET METAL SCREWS

(EACH SIDE)

" TAPCON, EMBED 2

" MIN.

NEW CONCRETE SLAB BY OTHERS

EXTERIOR SURFACES OF PANELS AND

CHANNEL PLATES ARE COATED WITH

FIBERTECH F50 PENETRATING-PRIMER

(FIELD APPLIED) FOLLOWED BY FIBERTECH

F51 SEALER-COAT (FIELD APPLIED).

4" STEEL TUBE COLUMN

" x 2

" CHANNEL RAIL

END COLUMN BASE PLATE

" SIMPSON TITEN HD SCREW ANCHOR,

EMBED 3" MIN.

1'

CAULK

" 20 GA. COUNTERFLASHING

HIGH BOND TAPE

6"8"

(1) #12 SCREW AT CENTER

(4) #12 SCREWS AT EACH END

INSIDE AND OUTSIDE CHANNEL PLATE

4"

" TAPCON SCREWS. EMBED 2

" MIN.

SCREW AND TAPCON PATTERN

(INSIDE AND OUTSIDE)

NOTES:

1) BUILDING FLOOR LEVEL SPECIFICATION FOR THE CHANNEL PLATE FOOTPRINT ONLY - FROM THE CENTERLINE OF THE CHANNEL TROUGH, AN AREA OF THE BUILDING FLOOR EQUAL TO EIGHTEEN

INCHES WIDE (18" WIDE), NINE INCHES (9") TO EITHER SIDE OF THE CENTERLINE, AND AS LONG AS THE LENGTH OF ALL ASSEMBLED iGUARD ARMOR WALL PANELS™, NOT TO EXCEED

" OVER 8'. IF

DETERMINED AT THE TIME OF THE SITE SURVEY THAT THE DESIGNATED FLOOR AREA IS NOT WITHIN THESE SPECIFIED TOLERANCES AND PRE-INSTALLATION FLOOR PREPARATION WORK IS REQUIRED, THIS WORK CAN BE PROVIDED BY iFORTRESS OR OTHERS AT AN ADDITIONAL COST

2) IF LEVEL OF THE EXISTING FLOOR WITHIN THE CHANNEL TROUGH IS NOT WITHIN iFORTRESS' LEVEL TOLERANCE (NOT TO EXCEED 1/4" VARIATION PER OVERALL ASSEMBLED WALL LENGTH), A SELF

LEVELER, SUCH AS QUICKCRETE CAN BE ADDED WITHIN THE 4" SPACE BETWEEN THE CHANNEL PLATES ONLY. THIS COULD EFFECT FINAL DOOR SILL HEIGHT.

3) TAPCON CONCRETE SCREWS ATTACH CHANNEL PLATES TO EXISTING FLOOR SLAB UTILIZING THE PRE-EXISTING HOLES MANUFACTURED IN THE CHANNEL PLATES.

INTEGRATOR

USAF JTC RSS

Model i-TCO-01196-14EXT

9/15/17

E37

REVISION NOTESREV DATE RP CO

RELOCATE CONFERENCE ROOM DOORA 10/17/17 RP

REVISIONS PER AIR FORCE COMMENTSB 10/25/17 RP

REVISIONS PER AIR FORCE COMMENTSC 11/8/17 RP LAN

REVISIONS PER AIR FORCE COMMENTSD 11/20/17 MMW LAN

LAN

LAN

REVISIONS PER AIR FORCE COMMENTSE 12/04/17 RP LAN

iFORTRESS

SHIP TO:

L A

N

J O

B

N

O

GENERATED IN AUTOCAD

DO NOT SCALE DRAWING

IMPORTANT NOTE: ALL INFORMATION

CONTAINED HEREIN IS CONFIDENTIAL

WOODLAND PARK, NEW JERSEY

2 3 4 5 6

A

2 3 4 5 6

B

C

D

A

B

C

D

END USER ACCEPTANCE DATE INTEGRATOR ACCEPTANCE DATE

DATE

SCALE SHEET SIZE DRAWING NO. REV.

NONE BOF

WALL PANEL TO SLAB

DETAIL

D.12

SPECIFICATION REQUIRED WITH SIGNED DRAWINGS

PLEASE SEE SHEET S.01

DISTRIBUTION STATEMENT D. DISTRIBUTION AUTHORIZED TO DEPARTMENT OF

DEFENSE AND U.S. DoD CONTRACTORS ONLY, NECESSARY FOR OPERATION, MAINTENANCE, INSTALLATION, OR TRAINING DURING THE PERFORMANCE OF A

GOVERNMENT CONTRACT, DETERMINED DECEMBER 5, 2017. OTHER REQUESTS

FOR THIS DOCUMENT SHALL BE REFERRED TO USAF AFMC AFLCMC/WNS.

6'

6'

6'6'

3 3

GROUND

TEST

WELL

1'-5.5"

CONCRETE

SLAB

OUTSIDE

BUILDING

WALL

23'

ELECTRIC SERVICE

CONDUIT

1'-5.5"

ELECTRIC SERVICE

GROUNDING CONDUIT

23'-7"

SECTION 'A'

SECTION 'B'

1" GALVANIZED

RIGID STEEL

1" iCOUSTIC PANEL

4" WALL PANEL

OUTSIDE

BUILDING

WALL

CONCRETE SLAB

(1) 1" GALVANIZED RIGID

STEEL CONDUIT

3'

2'

1'-5.5"

GROUNDING TEST

WELL

1'-5.5"

(1) 4" AND (1) 1" GALVANIZED RIGID STEEL

CONDUITS

6'

3'

(1) 4" AND (1) 1" GALVANIZED

RIGID STEEL CONDUITS

10"

OUTSIDE

BUILDING

WALL

CONCRETE SLAB

1" iCOUSTIC PANEL

4" WALL PANEL

1 ELECTRICAL FOUNDATION PLAN

2 ELECTRICAL GROUNDING DETAIL

3 GROUNDING TEST WELL DETAIL

4 CONDUIT FOUNDATION PLAN

4 CONDUIT FOUNDATION SECTION A4 CONDUIT FOUNDATION SECTION B

10'

MANHOLE

1'-7"

4"

CONCRETE

SLAB

OUTSIDE

BUILDING

WALL

SECTION 'A'

COMMUNICATION

CONDUITS

10'

CONCRETE SIGNAL

MANHOLE

(2) 2"

SCHEDULE 40 PVC

CONDUITS

1" iCOUSTIC PANEL

4" WALL PANEL

OUTSIDE

BUILDING

WALL

CONCRETE SLAB

1'-7" 3'

10'

(2) 2" SCHEDULE 40

PVC CONDUITS

1 COMMUNICATIOS FOUNDATION PLAN

2 CONDUIT FOUNDATION PLAN

3 CONDUIT FOUNDATION SECTION A