IFALLS LPOE_75 percent CD DRAWINGS V1_L6-14_RFI markup.pdf
PDF 2 MB Posted
- Solicitation number
- 47PF0024R0076
About this file
This document is a detailed architectural design drawing for the U.S. Customs and Border Protection International Falls Land Port of Entry in Minnesota. The drawing (Sheet L6.14) provides technical specifications for safety barrier and railing systems, including precise measurements and material details. Key components include:
Design specifications feature thermally modified ash wood rails, 1/2" x 2-1/2" steel posts, 1" x 2.5" powder-coated black steel posts, and galvanized steel brackets. The design includes frost anchoring using Simpson Strong-Tie anchors, attachment plates, and stainless steel aircraft cable. The project involves multiple engineering firms including HGA (primary), Stantec, Atelier Ten, and Integral RSG, with the General Services Administration (GSA) as the overseeing federal agency.
View the file
Other files
Show 40 more
Latest 50 of 51 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ANCHOR TO FROST FOOTINGS
USING SIMPSON STRONG-TIE
ANCHOR- OR APPROVED EQ.
INSTALL ANCHOR PER MANF'S
SPECS.
PIER FOOTING TO FROST
1" x 3" THERMALLY MODIFIED
ASH, EASED EDGES
1" x 2.5" STEEL POST. POWDER
COATED BLACK
1/4" STEEL ATTACHMENT PLATE
FINISHED GRADE
3'- 6"
1 1 /2"
1/4
3'- 4 1
/4"
2'-0" TYP.
3" 1"
2 1 /4"
1" x 2.5" STEEL POST
4'-0" TYP.
ANCHOR TO FROST FOOTINGS USING
SIMPSON STRONG-TIE ANCHOR- OR
APPROVED EQ. INSTALL ANCHOR PER
MANF'S SPECS.
PIER FOOTING TO FROST
FINISHED GRADE
1/2" x 2-1/2" STEEL POSTS AND PICKETS.
REFER TO SPECIFICATION 32 33 00
1.5" x 2.5" THERMALLY MODIFIED ASH, EASED EDGES
1/4" STEEL ATTACHMENT PLATE,
ATTACH TOP RAIL TO PLATE WITH
COUNTERSUNK SST WOOD SCREWS
1 1 /2"
1/4
3'- 6"
3 1/2"
2 1/2"
0'- 6"
M
IN
ANCHOR TO FROST FOOTINGS USING
SIMPSON STRONG-TIE ANCHOR- OR
APPROVED EQ. INSTALL ANCHOR PER
MANF'S SPECS.
PIER FOOTING TO FROST
1" x 2.5" STEEL POST. POWDER
COATED BLACK
FINISHED GRADE
GALV. STEEL BRACKET
EVERY 4FT
1/4" STEEL PLATE WELDED
TO STEEL BRACKET
(M3) LEAN RAIL MESSAGING
PANEL
THERMALLY MODIFIED ASH
8 1/2"
9"
1 1 /2"2"
1 3 /8"
EQ.
EQ.
3'- 7 1
/2" 0'-
6" M
IN
1 1 /2" 1 x 3 THERMALLY MODIFIED
ASH, EASED EDGES
1/2" x 2.5" STEEL FRAME.
POWDER COATED BLACK
1/4" STEEL ATTACHMENT PLATE
TIMBER DECKING
DECK SKIRT
1/4" STEEL PLATE ATTACHMENT
TAB
1/2" BOLT ATTACHMENT
6"
4'- 2"
4'-0 1/2"
4"
4'-0 1/2"
1/4
1/2" x 1/2" STEEL PICKETS.
POWDER COATED BLACK.
3 1/2"
1/2" x 2.5" STEEL FRAME POWDER COATED BLACK. 1/2" x 1/2" STEEL
PICKETS BEYOND
1.5" x 2.5" THERMALLY
MODIFIED ASH, EASED EDGES
1/4" STEEL ATTACHMENT PLATE,
ATTACH TOP RAIL TO PLATE
WITH COUNTERSUNK SST
WOOD SCREWS
1 1 /2"
1/4
1/2" 2 1/2" 1/2"
3 1/2"
BE CONSISTENT WITH
MOUNTING SIDE SHOWING
4'- 0"4'-
2"
3'- 6"
1/4" THICK METAL PLATE
T.O. RAILING 3'-6" FROM DECKING
SURFACE
ANCHOR BOLT
2" x 8" DECK FRAMING
8"
(P5) 2" x 6" WOOD DECKING, REFER
TO SPECIFICATION 06 15 33
GALV. STEEL BRACKET
EVERY 4FT
1/2" x 2.5" STEEL FRAME
POWDER COATED BLACK.
1/2" x 1/2" STEEL PICKETS
BEYOND
1/4" STEEL PLATE WELDED
TO STEEL BRACKET
(M3) LEAN RAIL MESSAGING
PANEL
THERMALLY MODIFIED ASH
STEEL PLATE ATTACHMENT
TAB (BEYOND)
2X10 TIMBER DECKING SKIRT
ANCHOR BOLT ATTACHMENT
4'- 0"
8 1/2"
9"
1 1 /2"2"
1 3 /8"
EQ.
EQ.
70.00° SPUN ALUMINUM FLASH COLLAR
HARDWOOD WEDGES
300 PSI CONCRETE
DRY SAND TIGHTLY TAMPED
STEEL CENTERING WEDGES
FOUNDATION SLEEVE; 16 GUAGE
GALVANIZED STEEL
3/16" STEEL BASE PLATE
3/16 STEEL SUPPORT PLATE
WELDED TO GROUNDING SPIKE
3/4" LIGHTNING GROUND SPIKE
GEARLESS, SLEF LOCKING DIRECT
DRIVE WINCH WITH SIX TUMBLER
CYLINDER LOCK
8" 1'-4"
4'-0"
4'- 6"
NEOPRENE COATED 2" DIAMETER
STEEL COUNTERWEIGHT AND NYLON
BEADED RETAINER RING
STANDARD FLAG ARRANGEMENT 8' x 12'
1/8" x 7 x 19 MIL C-5424 STAINLESS
STEEL AIRCRAFT CABLE
SINGLE SHEAVE TRUCK, CAST
ALUMINUM REVOLVING, INTERNAL
HALYARD TRUCK
1'- 0"
6"
OV
ER
AL
L L
EN
GT
H
0"
EX
PO
SE
D
LE
NG
TH
0"
SH
OR
EL
IN
E, S
EE
P
LA
NS
AG
GR
EG
AT
E
CL
EA
R
ZO
NE
SH
OR
EL
IN
E
PA
TH
10°
10'-0" R2A- SHORELINE PATH SAFETY
BARRIER. AT TERMINUS,
FLARE ENDS OF BARRIER
AWAY FROM PATH EDGE CLEAR ZONE
2'-0"0'-6"
MOUNT CALL TOWER
ON PIER FOUNDATION
PER MANUFACTURER'S
INSTRUCTIONS
HOLD P8 RUBBLE
BOULDERS 6" MIN.
FROM CALL TOWER
SHORELINE TRAIL
DO NOT INSTALL
EMERGENCY CALL TOWER
WITHIN SHORELINE PATH
CLEAR ZONE
CHECKED BY
DRAWN BY
FLOOR NUMBER
DRAWING TITLE
SHEET
NUMBER
SUBMISSION DATE
SUBMISSION STAGE
GSA PM
GSA PROJECT NO.
PROJECT
DESCRIPTION
PROJECT TITLE
SITE NUMBER
CITY/ST./ZIP
ADDRESS
BUILDING NAME
PRIME CONTR. NO.
PRIME ORDER NO.
CONST. CONTR.
A/E
SUB A/E
CONST. CONTR. NO.
SHEET SIZE:
DATE DRAWN:
30 X 42
SH
EE
T I
DE
NT
IFI
CA
TIO
N
DISCIPLINE
PR
OJ
EC
T I
DE
NT
IFI
CA
TIO
N
BU
ILD
IN
G
BIM FILE NAME
CO
NT
RA
CT
OR
S
RE
VI
SI
ON
B
LO
CK
GR
AP
HI
C
SC
AL
E
KE
Y
PL
AN
ST
AM
P
OR
S
EA
L
DE
SI
GN
ER
ID
EN
TIF
IC
AT
IO
N
OW
NE
R
ID
EN
TIF
IC
AT
IO
N
SHEET OF SHEETS
CUI
CUI
GENERAL SERVICES ADMINISTRATION
PUBLIC BUILDINGS SERVICE
U.S. CUSTOMS AND BORDER PROTECTION
INTERNATIONAL FALLS LAND PORT OF ENTRY
INTERNATIONAL FALLS, MN
SNOW KREILICH ARCHITECTS
HGA, TEN X TEN, STANTEC, ATELIER TEN, INTEGRAL RSG
MN0301IF
INTERNATIONAL FALLS, MN
INTERNATIONAL FALLS LAND PORT OF ENTRY
UNITED STATES LAND PORT OF ENTRY
INTERNATIONAL FALLS, MINNESOTA
SETH LAROCQUE
75% CONSTRUCTION DOCUMENTS
2025.05.23
ENGINEERING
HGA
420 NORTH 5TH STREET, MINNEAPOLIS, MN
(612) 758-4000
LANDSCAPE ARCHITECTURE
TEN X TEN
807 BROADWAY STREET NE, SUITE 221, MINNEAPOLIS, MN 55413
(612) 440-8369
RAIL AND TRAFFIC ENGINEERING
STANTEC
733 MARQUETTE AVENUE, SUITE 1000, MINNEAPOLIS, MN 55402
(612) 712-2000
SUSTAINABILITY
ATELIER TEN
104 WEST 29TH STREET, 8TH FLOOR, NEW YORK, NY 10001
(212) 254-4500
PHYSICAL SECURITY/BLAST DESIGN
INTEGRAL RSG
88 KEARNY STREET, SUITE 875, SAN FRANCISCO, CA 94108
(415) 329-0519
5/
/2
4:
:1
PM
L6.14
DETAILS - FURNISHINGS
05/14/24Author
Checker
PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.
1 1/2" = 1'-0" L6.14
6R2A - SHORELINE PATH SAFETY BARRIER
1 1/2" = 1'-0" L6.14
7R2A - SAFETY BARRIER
1 1/2" = 1'-0" L6.14
8R2B - SAFETY BARRIER WITH LEAN BAR
1 1/2" = 1'-0" L6.14
2R1A - GUARDRAIL
1 1/2" = 1'-0" L6.14
3R1A - GUARDRAIL SECTION
1 1/2" = 1'-0" L6.14
5R1 - ATTACHMENT DETAIL
1 1/2" = 1'-0" L6.14
4R1B - GUARDRAIL WITH LEAN BAR
3/4" = 1'-0" L6.14
1F5 - FLAGPOLE
1/2" = 1'-0" L6.14
9R2A - SAFETY BARRIER TERMINUS
1/2" = 1'-0" L6.14
10EMERGENCY CALL TOWER IN P8 RUBBLE SURFACING
MARK DATE DESCRIPTION
EmmaFroh Callout SONOTUBE FOOTING 12" MINIMUM PIER, 7'-0" MINIMUM EMBEDDED LENGTH. REINFORCE WITH (4) #4 VERTS.
EmmaFroh Callout SONOTUBE FOOTING 12" MINIMUM PIER, 7'-0" MINIMUM EMBEDDED LENGTH. REINFORCE WITH (4) #4 VERTS.
EmmaFroh Callout SONOTUBE FOOTING 12" MINIMUM PIER, 7'-0" MINIMUM EMBEDDED LENGTH. REINFORCE WITH (4) #4 VERTS.
File details come from the government source that posted it. Updated .