SD-10-SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Scope_Interface_Markup_Drawing.pdf

345 KB Posted

Attached to
SMF Pedestrian Walkway Hub - Flight Paths Public Art Installation Project
Solicitation number
41015
Issued by
Sacramento County, San Francisco City, California

About this file

Written by GovTribe AI ·

This is a scope and interface markup drawing for the SMF Pedestrian Walkway Hub – Flight Paths Public Art Installation Project, a collaboration between Sacramento International Airport and the County of California. The document provides detailed connection details and specifications for the installation of public artwork at the airport, outlining the structural interface requirements between the artist-supplied art pieces and the base building infrastructure. The drawing delineates responsibility zones through a color-coded key system: green indicates CMAR (Construction Manager at Risk) art scope items to be furnished and installed; blue represents CMAR base-building scope work; red denotes artist scope items to be furnished and installed; and yellow identifies items to be furnished by the artist with installation by CMAR. The technical specifications include multiple attachment options for securing artwork to various structural elements, including wide flange beams, HSS columns, metal stud walls, and curtain wall mullions, with maximum load capacities and dimensional tolerances clearly specified for each connection type.

The drawing contains twelve detailed connection specifications (SA-H3.0 Details 1-12) that address rigid and flexible attachment methods using industry-standard components such as Unistrut channels, beam clamps, aircraft cable systems, threaded rods, and shot pins. Key specifications include maximum thickness requirements for steel shims (1.5 inches), hanger wire connector configurations, adjustable hinge assemblies, and load-bearing capacity limits (such as 800-pound maximum working load for aircraft cable). The document is dated May 30, 2025, and was prepared by architect Jason A. Silva, AIA, NCARB, LEED AP, serving as the interface document to coordinate furnishing and installation responsibilities between the artist, CMAR contractor, and base-building scope of work for the pedestrian walkway hub project at Sacramento International Airport.

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SMF_Pedestrian_Walkway_Hub_-_Flight_Paths_Public_Art_Installation_Project.pdf PDF
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Attachment_A_-_Minimum_Contractor_Qualifications.docx DOCX document
Final_Special_Provisions_SMF_Pedestrian_Walkway_Hub_-_Flight_Paths_Public_Art_Installation_Project_092326bns.docx DOCX document
SD-13_–_SMF_Pedestrian_Walkway_Hub_–_Asbestos_Assessment_–_June_26,_2026.pdf PDF
SD-12-_SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Public_Artwork_Deferred_Submittal_-_Approved.pdf PDF
SD-11-SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Permit_CCBP2024-00027-DEF02.pdf PDF
SD-09-_SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_JLG_X500AJ_Specifications.pdf PDF
SD-08-SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Genie_GS-4655_Specifications.pdf PDF
SD-07-SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Curtain_Wall_Attachment_Details.pdf PDF
SD-06-_SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Structural_Calculations_-_Approved.pdf PDF
SD-05-SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Bird_Mounting_Locations.pdf PDF
SD-04_-_SMF_Pedestrian_Walkway_-_Finish_Floor_Plans_-_Areas_A,_B_and_C_-_Sheets_A-121,_A-122,_A-123_and_A-133.pdf PDF
SD-03_-_SMF_Pedestrian_Walkway_-_Overall_Floor_Plan_-_Sheet_A-110.pdf PDF
SD-02_-_SMF_Pedestrian_Walkway_-_Reference_Plan_-_Sheet_A-010.pdf PDF
SD-01-SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Equipment_Loading_Memo.pdf PDF
Attachment_E_-_Sleeve-Joint_Reference_Photographs.docx DOCX document
Attachment_D_-_County-Furnished_Equipment,_Accessories,_and_Services.docx DOCX document
Attachment_C_-_Bid_Item_Schedule.docx DOCX document
Attachment_B_-_Required_Submittal_Register.docx DOCX document
Show all 21

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WF BM

PER PLAN

METAL DECK

PER PLAN

DEEPER WF BM

PER PLAN WHERE

OCCURS

L3x3x1/4"x0'-6"

EXTEND HSS 1'-0" MAX

BEYOND CENTER OF WF

WHERE NECESSARY, IF

GREATER, THEN EXTEND

HSS TO NEXT BM

WHERE EQUIP IS

MOUNTED DIRECTLY

BELOW BM, SEE

TOS

SEE PLAN

EA SIDE

HSS TO WF

BM

3/16

EA SIDE

HSS TO L

3/16

3 SIDES

UNISTRUT P1001

HORIZONTAL TYP

WF BM

PER PLAN

METAL DECK

PER PLAN

DEEPER WF BM

PER PLAN WHERE

OCCURS

WHERE EQUIP IS

MOUNTED DIRECTLY

BELOW BM, SEE

TOS

SEE PLAN

WELDED OPTION

CLAMP OPTION

UNISTRUT P2786

BEAM CLAMP

3/8" U-BOLT

UNISTRUT P2867

BEAM CLAMP

3/8" U-BOLT

1 1/2" MAX THICKNESS

x 2" WIDE STEEL SHIM

WHERE REQD, ADD

ADDITIONAL UNISTRUT

SECTION FOR MORE

SHIM LENGTH

7'-6" MAX

7'-6" MAX

SA-H3.0

SA-H3.0

UNISTRUT P1000

VERT AND

CONNECTOR

(4) #12 TO 20GA

MIN DECK

A

A

SECTION A-A

P1026 CLIP w/ BOLTS

UNISTRUT P1001

HORIZONTAL TYP

UNISTRUT P1000

VERT AND

CONNECTOR

(4) #12 TO 20GA

MIN DECK

A

A

M

IN

M A

X

P1026 CLIP w/ BOLTS

TOP AND BOTTOM

HANGER WIRE

CONNECTOR PER

SA-H3.0

L3x3x14GA BENT PL x 0'-3" LONG w/ (2) SHOT

PINS TO STEEL AND (2)

#10 SMS TO UNISTRUT

L3x3x14GA BENT PL x 0'-3" LONG w/ (2) SHOT

PINS TO STEEL AND (2)

#10 SMS TO UNISTRUT

CL WF BM WEB

(2) P2785

CLAMP

ASSEMBLIES

P1000 UNISTRUT

CONNECTION UNDER BEAM

HANGER WIRE

CONNECTOR PER

(E) CEILING

P1000 BRACE (2) AT

EACH HANGER

P1843 CLIP AT EA END, FOR

CONN TO DECK OR BEAM, SEE

SA-H3.0

P1026 CLIP w/ BOLTS

TOP AND BOTTOM

SA-H3.0

L3x3x14GA BENT PL x 0'-3" LONG w/ (2) SHOT

PINS TO STEEL AND (2)

#10 SMS TO UNISTRUT

HILTI DS DRIVE PIN

OR #12 SMS

WF OR HSS BEAM

WIRE BRACE AT STEEL BEAM

3"

1/8"Ø, 7x7 AIRCRAFT CABLE

GRIPPLE CABLE LOOP SYSTEM

WIRE ROPE THIMBLE

3"BENT PL10GA

IN LIEU OF BENT PL

CONNECTOR, PROVIDE 3/8"

THREADED EYEBOLT INTO

THREADED CONNECTION

TO HSS BEAM

WF OR HSS BEAM

SHOT PIN OPTIONEYE-BOLT OPTION

(E) WF COLUMN

ART PIECE

5/8" DIA A36 ROD w/

THREADED CONNECTIONS

TO PL AND ART

1/8

2" ON ALL

(4) SIDESPL1/2x4x0'-4" w/ THREADED

RECEVING HOLE CENTERED

IN PL FOR ROD

PROVIDE THREADED ROD

RECEIVING HOLE IN ART

AS REQD

M A

X

(E) HSS WIND GIRT

ART PIECE

1/8" DIA AIRCRAFT

CABLE, MIN

30°-60° 4

SA-H3.0

CONNECTION TO

STEEL PER

WHERE CABLE MEETS THE ART

PIECE, THE CABLE SHALL EITHER

BE ATTACHED USING GRIPPLE

DEVICE OR SHALL BE

CONTINUOUS THROUGH THE ART

(E) METAL STUD WALL

ART PIECE

3/4"

16 GA NOTCHED STUD

BACKING PER

5/8" DIA A36 ROD w/

THREADED CONNECTIONS

TO PL AND ART

PL1/2x4x0'-4" w/ THREADED

RECEVING HOLE CENTERED

IN PL FOR ROD w/ (4) #12

COUNTERSUNK FLAT HEAD

SMS FROM PLATE TO 6"x16

GA NOTCHED STUD BACKING

PROVIDE THREADED ROD

RECEIVING HOLE IN ART

AS REQD

SA-H3.0

M A

X

(E) METAL STUD WALL

ART PIECE

PL3/8x4x0'-4" TO STUD WALL AND PL1/2x2 1/2x0'-2 1/2" VERTw/

THREADED RECEVING HOLE

CENTERED IN PL FOR ROD

1/4

3/4"

(4) #12 SMS FROM PLATE

TO 16 GA TOP TRACK

1/2" DIA A36 ROD w/ THREADED

CONNECTIONS TO PL AND ART

PROVIDE THREADED ROD

RECEIVING HOLE IN ART

AS REQD

(E) CURTAIN WALL

HORIZONTAL MULLION,

SIMILAR AT VERT MULLIONART PIECE

(3) DEWALT ALUMI-FLEX #12 PHILLIPS

PANCAKE HEAD SCREWS (ESR-4374)

CENTERED IN 1 1/2" SLOTTED HOLES, TO

BE INSTALLED LOOSE TO ALLOW FOR

SLIP MOVEMENT OF PLATE TO MULLION.

PROVIDE WASHERS AT EA SCREW.

3/8" THICK x 5" WIDE

NEOPRENE ISOLATOR PAD

BTWN PL AND MULLION

LOAD TO CURTAIN WALL

IS 200 LBS, MAX

PL1/2x2x0'-2" w/ THREADED

RECEVING HOLE CENTERED IN

PL FOR ROD

1/2" DIA A36 ROD w/ THREADED

CONNECTIONS TO PL AND ART

PROVIDE THREADED ROD

RECEIVING HOLE IN ART

AS REQD

PL3/8x6x0'-6" w/ LONG

SLOTTED HOLES PER

NOTE BELOW

1/4

2"

2 1/2" 3 1/2"

GAP

1" MIN

GAP

1"MIN

SINGLE BAY CONDITION CONTINUOUS CONDITION

NOTE:

IN LIEU OF TRACK, THE FOLLOWING BACKING OPTIONS MAY BE USED. ATTACH TO STUDS AS NOTED ABOVE:

A. 6"x54 MIL FLAT STRAP FOR MAX LOADS OF 20 LBS/FT w/ A MAX CONCENTRATED LOAD OF 50 LBS. STRAP

SHALL BE CONT OVER 3 STUDS MIN.

B. 600NS050-54 NOTCHED STUD BACKING BY SCAFCO OR APPROVED EQUAL.

FINISH,

SEE ARCH

FINISH,

SEE ARCH

600T150-54 UNPUNCHED

MTL BACKING TRACK,

CLIP FLANGES TO CLEAR

STUDS

MTL STUDS

(4) #10 SMS EA

END BACKING PL

(4) #10 SMS

EA STUD TYP

LAP FULL WIDTH

OF STUD AT

BACKING TRACK

SPLICES

PLAN ELEVATION ELEVATIONPLAN

MTL STUDS

600T150-54 UNPUNCHED

MTL BACKING TRACK,

CLIP FLANGES TO CLEAR

STUDS

WF BM

PER PLAN

METAL DECK

PER PLAN

DEEPER WF BM

PER PLAN WHERE

OCCURS

L3x3x1/4"x0'-6"

EXTEND HSS 1'-0" MAX

BEYOND CENTER OF WF

WHERE NECESSARY, IF

GREATER, THEN EXTEND

HSS TO NEXT BM

WHERE EQUIP IS

MOUNTED DIRECTLY

BELOW BM, SEE

TOS

SEE PLAN

EA SIDE

HSS TO WF

BM

3/16

EA SIDE

HSS TO L

3/16

3 SIDES

UNISTRUT

P1001 TYP

WF BM

PER PLAN

METAL DECK

PER PLAN

DEEPER WF BM

PER PLAN WHERE

OCCURS

WHERE EQUIP IS

MOUNTED DIRECTLY

BELOW BM, SEE

TOS

SEE PLAN

UNISTRUT

P1001 TYP

WELDED OPTION

CLAMP OPTION

UNISTRUT P2786

BEAM CLAMP

3/8" U-BOLT

UNISTRUT P2867

BEAM CLAMP

3/8" U-BOLT

1 1/2" MAX THICKNESS

x 2" WIDE STEEL SHIM

WHERE REQD, ADD

ADDITIONAL UNISTRUT

SECTION FOR MORE

SHIM LENGTH

7'-6" MAX

7'-6" MAX

SA-H3.0

SA-H3.0

SECTION A-A

P1026 CLIP w/ BOLTS

TOP AND BOTTOM

A

A

M

A X

P1000 BRACE (2) AT

EACH HANGER

P1843 CLIP AT EA END, FOR

CONN TO DECK OR BEAM, SEE

M A

X

SA-H3.0P1843 ADJUSTABLE

HINGE

HHCS 1/2"x5/16 w/ P1010 NUT

A

A

P1843 ADJUSTABLE

HINGE

HHCS 1/2"x5/16 w/ P1010 NUT

HANGER WIRE

CONNECTOR PER

SA-H3.0

L3x3x14GA BENT PL x 0'-3" LONG w/ (2) SHOT

PINS TO STEEL AND (2)

#10 SMS TO UNISTRUT

L3x3x14GA BENT PL x 0'-3" LONG w/ (2) SHOT

PINS TO STEEL AND (2)

#10 SMS TO UNISTRUT

WF BEAM

P1000 OR P1000T

CHANNEL

P1843 ADJUSTABLE

HINGE

HHCS 1/2"x5/16 w/ P1010 NUT

P1000 CHANNEL LONGITUDINAL

OR TRANSVERSE BRACE

P1000 CHANNEL LONGITUDINAL

OR TRANSVERSE BRACE

HHCS 1/2" w/

P1010 NUT

P1843 ADJUSTABLE

HINGE

#10 SMS TO DECK

UNISTRUT P1000 OR

EQUIVALENT, MIN

GRIPPLE STUD

HANGER w/

THREADED ROD

CHANNEL NUT

1/8" MIN AIRCRAFT CABLE

OR GRIPPLE WIRE ROPE

NO 1 MIN (800 LBS MAX

WORKING LOAD)

5" GROMMET(E) CEILING

GRIPPLE STUD HANGER

w/ THREADED ROD

1/8" MIN AIRCRAFT CABLE

OR GRIPPLE WIRE ROPE

NO 1 MIN (800 LBS MAX

WORKING LOAD)

2" GROMMET

(E) CEILING

M A

X

P1026 CLIP w/ 1/2" THREADED ROD THROUGH STRUT w/

NUTS ON EA END

UNISTRUT P1000 OR

EQUIVALENT, MIN

CHANNEL NUT

600 Q STREET, SUITE 200

SACRAMENTO, CA 95811

916 443 0303

DRAWN BY:

DATE:

SHEET NUMBER:

PROJECT NUMBER:

SHEET TITLE:

PROJECT NAME:

ARCHITECT

JASON A. SILVA, AIA, NCARB, LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415.297.8429 jason@j-silva.com

6900 AIRPORT BLVD.

SACRAMENTO, CA

95837

ARTWORK

DEFFERED

SUBMITTAL

/3

/2

:3

:1

A

M C

U s e rs

\N ic k H

\D o c u m e n ts

\2

-0

S M

F H u b

A rt

P ro je c t_

R

C e n tr a l_ h e rs k e d a l.

rv t

CONNECTION

DETAILS

SA-H3.0

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

05.30.25

2025-0030

NAH

DETAIL NO SCALE

SA-H3.0

OPT 1 - UNISTRUT TO WF

BEAM & DECK

220EA200

DETAIL NO SCALE

SA-H3.0

DIRECT CONN TO WF

BEAM

210EA200

DETAIL NO SCALE

SA-H3.0

WIRE BRACE

ATTACHMENT

531SD152

DETAIL NO SCALE

SA-H3.0

RIGID ATTACHMENT TO

STEEL

DETAIL NO SCALE

SA-H3.0

BRACING WIRE

ATTACHMENT TO STEEL

DETAIL NO SCALE

SA-H3.0

RIGID ATTACHMENT TO

STUD WALL

DETAIL NO SCALE

SA-H3.0

RIGID ATTACHMENT TO

TOP OF STUD WALL

DETAIL NO SCALE

SA-H3.0

RIGID ATTACHMENT TO

TOP OF STUD WALL

DETAIL NO SCALE

SA-H3.0

BACKING ATTACHMENT

540SD013

DETAIL NO SCALE

SA-H3.0

OPT 2 - UNISTRUT TO

BRACED HANGER

220EA200

DETAIL NO SCALE

SA-H3.0

UNISTRUT BRACING

531SD157

DETAIL NO SCALE

SA-H3.0

HANGER TO UNISTRUT

NO. REVISION DATE

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Michael.Munger Text Box

KEY:

Michael.Munger Text Box = CMAR Art Scope (Furnish and Install)

Michael.Munger Text Box = CMAR Base-Building Scope

Michael.Munger Text Box = Artist Scope (Furnish and Install)

Michael.Munger Rectangle

Michael.Munger Text Box = Artist Furnish, CMAR Install

Michael.Munger Rectangle

File details come from the government source that posted it. Updated .