SD-12-_SMF_Pedestrian_Walkway_Hub_Flight_Paths_-_Public_Artwork_Deferred_Submittal_-_Approved.pdf

H U B

SOUTH PEDESTRIAN WALK

NORTH PEDESTRIAN WALK

AREA A AREA B

SHEET #

PROJECT # SMF-PA

SCALE AS NOTED

DATE

ARCHITECT

JASON A. SILVA, AIA, NCARB, LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415.297.8429 jason@j-silva.com

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PA-00

TITLE,

OVERALL

LAYOUT &

PROJECT

DATA

ARTWORK

DEFFERED

SUBMITTAL

6900 AIRPORT BLVD.

SACRAMENTO, CA

95837

05/27/25

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

DRAWING INDEX

SACRAMENTO

INTERNATIONAL AIRPORT

PUBLIC ART

6900 AIRPORT BLVD. SACRAMENTO, CA 95837

BLUE MOON | JOHN ROLOFF SOUTH PEDESTRIAN WALK

PROJECT TEAM

ARTIST

JOHN ROLOFF

John Roloff Studio 2875 Glascock St., Ste 212 Oakland, CA 94601 510-759-2582 studio@johnroloff.org

ARCHITECT

RE:DESIGN

JASON A. SILVA, AIA LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415 297-8429 jason@j-silva.com

STRUCTURAL ENGINEER

Ian Kelso, SE, AIA Tipping Structural Engineers 1906 Shattuck Avenue Berkeley, CA 94704 510 549-1906 i.kelso@tippingstructural.com

PRESERVED FLIGHT PATHS | DAVID BROOKS HUB

PROJECT TEAM

ARTIST

DAVID BROOKS

57 Jay Street #1A Brooklyn, NY 11201 917-208-0066 davidbrooksinfo@gmail.com davidbrooksstudio.com

ARCHITECT

RE:DESIGN

JASON A. SILVA, AIA LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415 297-8429 jason@j-silva.com

STRUCTURAL ENGINEER

Nick Herskedal SE Buehler Engineering 600 Q Street Sacramento, CA 95814 916 443-0303 nherskedal@buehlerengineering.com

RIPARIAN | HUA DESIGN STUDIOS NORTH PEDESTRIAN WALK

PROJECT TEAM

ARTIST

Louis Chinn and Huameng Yu 510.365.6475 206.718.3580 louischinn@gmail.com misstangq@gmail.com www.louischinn.com www.misstangq.com

ARCHITECT

RE:DESIGN

JASON A. SILVA, AIA LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415 297-8429 jason@j-silva.com

# Revision Date

DRAWING INDEX

PA-N1 NORTH PROJECT DATA

PA-N2 NORTH FINISH PLAN - AREA A

PA-N3 NORTH FINISH PLAN - AREA B

PA-N4 NORTH REFLECTED CEILING PLAN - AREA A

PA-N5 NORTH REFLECTED CEILING PLAN - AREA B

PA-N6 NORTH ENLARGED PLAN & ART DETAILS

PA-N7 NORTH PORTAL COLUMNS

DRAWING INDEX

REFER TO ARCHITECTURAL AND

ENGINEERING PERMIT DRAWINGS

FOR ADDITIONAL INFORMATION

STRUCTURAL ENGINEER

Alireza Lahijanian Rbhu 1329A Hopkins St, Berkeley, CA 94702 415 967-2525 ali@rbhu.org

DRAWING INDEX

PA-S1 SOUTH PROJECT DATA

PA-S2 SOUTH FLOOR PLAN

PA-S3 SOUTH FLOOR FINISH PLAN

PA-S4 SOUTH REFLECTED CEILING PLAN

PA-S5 SOUTH INTERIOR ELEVATIONS

DRAWING INDEX

PA-H1 HUB PROJECT DATA

PA-H2 HUB FLOOR PLAN

PA-H3 HUB REFLECTED CEILING PLAN

PA-H4 HUB SECTIONS

DRAWING INDEX

SA-H1.0 GENERAL NOTES

SA-H2.0 HANGER REFLECTED CEILING PLANS

SA-H2.1A FLIGHT PATH A

SA-H2.1B FLIGHT PATH B

SA-H3.0 CONNECTION DETAILS

STRUCTURAL

SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL STEEL WELDING

SHEET #

PROJECT #

SCALE AS NOTED

DATE

ARCHITECT

JASON A. SILVA, AIA, NCARB, LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415.297.8429 jason@j-silva.com

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HUB

PROJECT

DATA

SMF-PA

05/27/25

ARTWORK

DEFFERED

SUBMITTAL

6900 AIRPORT BLVD.

SACRAMENTO, CA

95837

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

CEILING

BRIGHT FINISHED ALUMINUM CASTINGS SUSPENDED BY 1/8" STAINLESS BRADED WIRE ROPE AND LATERALLY BRACED TO STRUCTURE

BIRD SCULPTURES

CAST ALUMINUM BIRDS PERCHED TO STRUCTURE ALONG FLIGHT PATH

ARTIST STATEMENT

PRESERVED FLIGHT PATHS

THE PROPOSED ARTWORK LIKENS THE IDEA OF THE TRANSIT OF HUMANS WITH THAT OF THE TRANSIT OF NONHUMANS: BIRDS. THE UNIQUE GEOGRAPHY OF THE SACRAMENTO AREA IS NOT ONLY HOME TO MANY PEOPLES FROM AROUND THE WORLD, BUT IS ALSO A MAJOR MIGRATORY FLYWAY FOR BIRDS AND POLLINATORS. THIS PROPOSAL DRAWS FROM THAT NATURALLY OCCURRING PHENOMENON, WHICH SPEAKS TO THE CONFLUENCE OF AN ECOLOGICAL BOUNTY, A MAJOR AGRICULTURAL INDUSTRY AND THE URBAN DEVELOPMENT OF ITS DISTINCTIVE LANDSCAPE.

DESPITE THE SACRAMENTO AREA HAVING A NOTABLY HIGH LEVEL OF BIRD DIVERSITY, THERE ARE NEARLY 100 SPECIES OF BIRDS IN THE AREA THAT ARE CONSIDERED EITHER THREATENED OR ENDANGERED UNDER THE ENDANGERED SPECIES ACT – WHICH MEANS THEY ARE IN DANGER OF EXTINCTION DUE TO THEIR DEPLETED POPULATION NUMBERS. THIS IS OFTEN THE RESULT OF UNCHECKED HUMAN IMPACT ON THEIR HABITATS AND FOOD SUPPLIES. OUR FIRST WAY OF CONSERVING THE BIODIVERSITY AROUND US IS TO ACKNOWLEDGE AND UNDERSTAND IT. WE ALL SHARE THE LAND AND SKIES IN OUR DAILY MOTIONS, HUMAN AND NON-HUMAN ALIKE. PRESERVED FLIGHT PATHS SEEKS TO ENGAGE THE VISITOR IN THIS SHARED LINE OF FLIGHT WITH THE AVIAN NONHUMANS THAT INHABIT THE ENVIRONS OF THE SACRAMENTO AREA, AND CULTIVATE A HEIGHTENED AWARENESS OF THE NATURAL ENVIRONMENT THAT IS ENTANGLED WITHIN THIS EVOLVING LANDSCAPE

# Revision Date

REFER TO ARTIST AND STRUCTURAL

ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION

H B

H D

H E

H E.1

H G

H

H

H A

N J.1

H C

H F

N J

H 0.9

H 3.1

H F.1

H 1.1

N

N

H D.5

H E.9

PA-H4

PA-H4

PA-H4

CAST ALUMINUM ART SUSPENDED BY 1/8"

STAINLESS BRADED WIRE ROPE AND

LATERALLY BRACED TO STRUCTURE

SEE STRUCTURAL DRAWINGS

FLIGHT PATH A

FLIGHT PATH B

H

H B

H D

H E

H E.1

H G

H

H

H A

N J.1

H C

H F

H 0.9

H 3.1

H F.1

H 1.1

N

N

H D.5

H E.9

PA-H4

PA-H4

PA-H4

CAST ALUMINUM ART SUSPENDED BY 1/8"

STAINLESS BRADED WIRE ROPE AND

LATERALLY BRACED TO STRUCTURE

SEE STRUCTURAL DRAWINGS

FLIGHT PATH A

FLIGHT PATH B

3/32" = 1'-0"

HUB FLOOR PLAN - LEVEL 2

3/32" = 1'-0"

HUB FLOOR PLAN - LEVEL 3

SHEET #

PROJECT #

SCALE AS NOTED

DATE

ARCHITECT

JASON A. SILVA, AIA, NCARB, LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415.297.8429 jason@j-silva.com

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HUB FLOOR

PLAN

SMF-PA

05/27/25

ARTWORK

DEFFERED

SUBMITTAL

6900 AIRPORT BLVD.

SACRAMENTO, CA

95837

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

# Revision Date

REFER TO ARTIST AND STRUCTURAL

H B

H D

H E

H E.1

H G

H

H

H A

N J.1

H C

H F

N J

H 0.9

H 3.1

H F.1

H 1.1

N

N

H D.5

H E.9

HOLE AND GROMIT THROUGH

ACOUSTIC CEILING WHERE

STAINLESS WIRE ROPE PASSES

(TYPICAL). SEE STRUCTURAL

FOR SUSPENSION DETAILS

FLIGHT PATH A

FLIGHT PATH B

H

H B

H D

H E

H E.1

H G

H

H

H A

N J.1

H C

H F

H 0.9

H 3.1

H F.1

H 1.1

N

N

H D.5

H E.9

FLIGHT PATH A

FLIGHT PATH B

HOLE AND GROMIT THROUGH

ACOUSTIC CEILING WHERE

STAINLESS WIRE ROPE PASSES

(TYPICAL). SEE STRUCTURAL FOR

SUSPENSION DETAILS

SHEET #

PROJECT #

SCALE AS NOTED

DATE

ARCHITECT

JASON A. SILVA, AIA, NCARB, LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415.297.8429 jason@j-silva.com

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PA-H3

HUB

REFLECTED

CEILING

PLAN

SMF-PA

05/27/25

ARTWORK

DEFFERED

SUBMITTAL

6900 AIRPORT BLVD.

SACRAMENTO, CA

95837

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

# Revision Date

3/32" = 1'-0"

HUB REFLECTED CEILING PLAN - LEVEL 2

3/32" = 1'-0"

HUB REFLECTED CEILING PLAN - LEVEL 3

TB - LEVEL 3

72' - 0"

LEVEL 2

43' - 0"

H B

H D

H E

H E.1

H G

LEVEL 3

72' - 0"

H A

N J.1

H C

H F

N J

H F.1

H D.5

H E.9

PA-H4

PA-H4

SEE STRUCTURAL DRAWINGS

FOR ARTWORK SUPPORT

DETAILS

CAST ALUMINUM ART

SUSPENDED BY 1/8"

STAINLESS BRADED WIRE

ROPE AND LATERALLY

BRACED TO STRUCTURE

SEE STRUCTURAL DRAWINGS

TB - LEVEL 3

72' - 0"

LEVEL 2

43' - 0"

H

LEVEL 3

72' - 0"

H

H

H 0.9

H 3.1

H 1.1

CAST ALUMINUM ART SUSPENDED BY 1/8"

STAINLESS BRADED WIRE ROPE AND

LATERALLY BRACED TO STRUCTURE

SEE STRUCTURAL DRAWINGS

FLIGHT PATH A FLIGHT PATH B

TB - LEVEL 3

72' - 0"

LEVEL 2

43' - 0"

H

LEVEL 3

72' - 0"

H

H

H 0.9

H 3.1

H 1.1

N

N

CAST ALUMINUM ART SUSPENDED

BY 1/8" STAINLESS BRADED WIRE

ROPE AND LATERALLY BRACED TO

STRUCTURE

SEE STRUCTURAL DRAWINGS

FLIGHT PATH AFLIGHT PATH B

1/8" = 1'-0"

SECTION 1

1/8" = 1'-0"

SECTION 2

1/8" = 1'-0"

SECTION 3

SHEET #

PROJECT #

SCALE AS NOTED

DATE

ARCHITECT

JASON A. SILVA, AIA, NCARB, LEED AP

7181 REICHMUTH WAY

SACRAMENTO, CA 95831

415.297.8429 jason@j-silva.com

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HUB

SECTIONS

SMF-PA

05/27/25

ARTWORK

DEFFERED

SUBMITTAL

6900 AIRPORT BLVD.

SACRAMENTO, CA

95837

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

# Revision Date

REFER TO ARTIST AND STRUCTURAL

GENERAL NOTES

100SN001

1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS

A. WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED

IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS

OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF

SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND THEIR

SUBCONTRACTORS.

B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK

INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR

VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT

PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE

CASES OF CONSTRUCTION THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS

OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR

METHODS WILL PREVAIL.

C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK

DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK

SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING

THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER,

THEN THE CONTRACTOR SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE

COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.

NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR

ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE

FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS

IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE

ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR

ON NOTICE THAT, SHOULD THE CONTRACTOR ELECT TO PROCEED, THEY ARE DOING SO AT

THEIR OWN RISK.

2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

3. SHOP DRAWING NOTE:

A. WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, SUBMITTALS SHALL BE

ELECTRONIC PDF FORMAT.

B. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE

TO THE STRUCTURAL ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN

CONCEPT BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND

INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE

CONTRACTOR INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF

DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.

C. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE

STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT

NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED

BEAMS.

D. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS

BEING "REVIEWED FOR CONFORMANCE".

E. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT

CHANGE ORDERS.

F. ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS

SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".

G. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE

RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL

CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE

GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.

4. SAFETY NOTE:

A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS

THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE

STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION

OF ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION,

DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DRAWINGS WHEN REQUIRED TO

IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION

WHETHER SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS

DURING CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.

C. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR

THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A

CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY

OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH

NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION

SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS

THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL

HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS

WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.

6. WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO

OBTAIN THESE DRAWINGS FROM THE OWNER (IF THEY ARE AVAILABLE).

7. CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL

STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE

STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION

OF THE JOB.

8. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE

REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED

ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT

THE SUBSTITUTION WILL BE ALLOWED.

9. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER FOR ANY

DIMENSIONS NOT SHOWN.

10. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY LOCAL BUILDING

OFFICIALS AND THE OWNER AND SIGNED BY THE STRUCTURAL ENGINEER.

DESIGN CRITERIA

100SN002

1. CODES AND STANDARDS

2022 CALIFORNIA BUILDING CODE (CBC)

ASCE 7-16

AISC 360-16, 341-16, 358-16

AISI S100-16 w/ S2-20, S240-20, S400-20

VERTICAL LOADS

SELFWEIGHT OF ART PIECES ONLY, NO

ADDIITONAL LOADS ARE REQUIRED.

2. SOILS VALUES: NA

SEISMIC:

SITE CLASS D

SS = 0.62 ; SDS = 0.539

S1 = 0.266 ; SD1 = N/A

IP = 1.0 TYPICAL

RISK CATEGORY: II

ANALYSIS PROCEDURE: ASCE 7 CH 13

WIND: INTERIOR ONLY, 7 PSF (LRFD)

4. LATERAL LOADS

STRUCTURAL STEEL

500SN001

1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS, THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL

BUILDINGS AND THE AISC CODE OF STANDARD PRACTICE, LATEST EDITIONS ADOPTED BY THE

BUILDING CODE SPECIFIED IN THE DESIGN CRITERIA NOTES, UNO.

2. ALL HOT ROLLED STEEL SHAPES, PLATES AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM

A6, UNO IN THE STRUCTURAL DRAWINGS. STRUCTURAL STEEL SHALL BE AS FOLLOWS:

A. WIDE FLANGE AND WT SHAPES: ASTM A992

B. M- AND S- SHAPES: ASTM A572 GRADE 50

C. C- AND MC- SHAPES: ASTM A992

D. L- SHAPES: ASTM A572 GRADE 50

E. ROUND HSS: ASTM A500 GRADE C (Fy = 50 KSI) F. RECTANGULAR HSS: ASTM A500 GRADE C (Fy = 50 KSI) G. PIPE: ASTM A53, GRADE B (Fy = 35 KSI)

H. BASE PLATES UP TO 4” THICK: ASTM A572 GRADE 50

I. ALL OTHER PLATE MATERIAL: ASTM A572 GRADE 50, UNO

J. BUILT UP COLUMNS: ASTM A572 GRADE 50

K. PLATE GIRDERS: ASTM A572 GRADE 50

L. CONNECTION MATERIAL

a. COLUMN CONTINUITY PLATES AND DOUBLER PLATES: ASTM A572 GRADE 50

b. BRACED FRAME GUSSET PLATES: ASTM A572 GRADE 50

3. ALL STRUCTURAL STEEL EXPOSED TO WEATHER OR NOT FULLY CONCEALED AND PROTECTED

FROM EXTERIOR EXPOSURE SHALL BE PRIMED AND PAINTED PER ARCHITECTURAL FINISH

SPECIFICATIONS. DO NOT SHOP-PRIME STEEL SURFACES THAT ARE EMBEDDED IN CONCRETE,

FIELD WELDED, RECEIVING WELDED METAL DECK, SLIP-CRITICAL CONNECTIONS, FIREPROOFED, GALVANIZED, OR RECEIVING WELDED STUDS. IF NO ARCHITECTURAL FINISH SPECIFICATIONS ARE

PROVIDED, ALL EXTERIOR OR UNPROTECTED STEEL AND CONNECTIONS EXPOSED TO WEATHER

SHALL BE GALVANIZED.

4. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING

SHALL BE INSTALLED AND REMAIN UNTIL ADEQUATE PERMANENT BRACING IS IN PLACE. THE

CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND SUPPORT CONDITIONS

DURING ERECTION AND BRACING. SEE AISC AND OSHA REQUIREMENTS.

5. GROUT BELOW BASE PLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH A MINIMUM

COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS UNO. COLUMN BASE PLATES SHALL BE

PROMPTLY GROUTED AFTER STEEL FRAME HAS BEEN PLUMBED AND PRIOR TO INSTALLATION OF

METAL DECKING.

6. STRUCTURAL STEEL BELOW GRADE SHALL HAVE 3 INCHES MINIMUM OF CONCRETE COVER.

7. STRUCTURAL BOLTS AND THREADED FASTENERS

A. BOLTED CONNECTIONS SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM F3125

GRADE A325 UNO.

B. WHERE HIGH-STRENGTH BOLTS ARE SPECIFIED, BOLTS CONFORMING TO ASTM F3125 GRADE

A325 OR GRADE A490 SHALL BE PROVIDED AS INDICATED. HIGH STRENGTH BOLTS IN SLIP-

CRITICAL AND PRETENSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1852

FOR TWIST-OFF TYPE TENSION CONTROL BOLT PRETENSIONING OR BE PROVIDED WITH

DIRECT TENSION INDICATOR WASHERS CONFORMING TO THE REQUIREMENTS OF ASTM F959.

C. ANCHOR RODS CAST IN CONCRETE OR MASONRY SHALL BE HEADED BOLTS WITH CUT THREAD, FULL DIAMETER BODY STYLE CONFORMING TO ASTM F1554 GRADE 36, 55 (WELDABLE PER S1

SUPPLEMENTARY REQUIREMENTS), OR GRADE 105 AS INDICATED ON DRAWINGS. IN LIEU OF

HEADED ANCHOR RODS, THREADED ROD CONFORMING TO THE ABOVE SPECIFICATIONS MAY

BE USED WITH DOUBLE NUTS TIGHTENED TO PREVENT ROTATION. ANCHOR ROD PROJECTION

ABOVE TOP OF FOUNDATION SHALL BE AS NOTED ON THE DRAWINGS.

D. BOLTED CONNECTIONS SHALL HAVE WASHERS CONFORMING TO ASTM F436 UNO. WASHERS

MAY BE OMITTED AT SNUG-TIGHTENED AND SLIP-CRITICAL CONNECTIONS, EXCEPT WHERE

REQUIRED BY THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS, LATEST EDITION.

E. BASE PLATES SHALL HAVE NUTS AND WASHERS AT TOP AND BOTTOM OF PLATE. WASHERS

FOR BASE PLATES SHALL BE A36 SQUARE OR CIRCULAR PLATE UNLESS ASTM F844 WASHERS

ARE PERMITTED. SEE BASE PLATE DETAILS FOR PLATE WASHER SIZE AND PERMISSIBLE

WASHER TYPE.

F. THREADED RODS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

G. PINS: ALL PINS IN PIN CONNECTED MEMBERS SHALL CONFORM TO ASTM A36 OR ASTM A108 AS

INDICATED ON THE DRAWINGS.

8. ADDITIONAL REQUIREMENTS FOR "SLIP-CRITICAL" BOLTED CONNECTIONS:

A. "SLIP-CRITICAL" CONNECTIONS (A325-SC DESIGN VALUES WITH SPECIAL INSPECTION) ARE

REQUIRED AT ALL MOMENT FRAME CONNECTIONS, BRACED FRAME CONNECTIONS, AT ALL

CONNECTIONS ALONG CHORD LINES AND DRAG LINES (AS NOTED ON PLANS), AND UNO, AT ALL

BOLTS IN OVERSIZED OR SLOTTED HOLES.

B. THE SPECIAL INSPECTOR MUST BE PRESENT DURING THE INSTALLATION AND TIGHTENING

OPERATION OF "SLIP-CRITICAL" CONNECTIONS.

9. PROVIDE 3/4" DIAMETER STITCH BOLTS AND RING FILLS, SPACED AT NOT MORE THAN 2'-0" ON

CENTER AT ALL DOUBLE ANGLE MEMBERS UNO.

10. AT WOOD TO STEEL PARALLEL CONTACT, BOLT WITH 1/2" DIAMETER BOLTS AT MAXIMUM 24"CC

UNLESS NOTED OTHERWISE IN THE DRAWINGS.

11. BOLT HOLES SHALL BE AISC STANDARD HOLES UNLESS SPECIFIED OTHERWISE. USE STANDARD

AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE.

12. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN

WELDING SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL

HAVE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. ALL ELECTRODES FOR WELDING

SHALL COMPLY WITH AWS D1.1 AND D1.8 AS APPLICABLE, E70 SERIES MINIMUM.

13. WELD LENGTHS SPECIFIED ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED.

14. MINIMUM FILLET WELDS: (T = THICKNESS OF THINNER PART JOINED)

3/16" @ T < 1/2" 1/4" @ T < 3/4" 5/16" @ T > 3/4"

15. WELDING PROCEDURE SPECIFICATIONS (WPS) FOR SHOP AND FIELD PREQUALIFIED WELD JOINTS AND WELD JOINTS QUALIFIED BY TEST SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL

ENGINEER AND THE OWNER’S TESTING LABORATORY PRIOR TO FABRICATION. ALL WELDING

PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS AND JOINT

DETAILS THAT MEET THE REQUIREMENTS OF AWS D1.1 SECTION 3 SHALL BE CONSIDERED AS

PREQUALIFIED. ANY CHANGE OR SUBSTITUTION THAT IS BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PREQUALIFICATION SHALL BE QUALIFIED BY TEST PER AWS D1.1 SECTION 4 PART B. SUBMIT TEST REPORTS SHOWING SUCCESSFUL PASSAGE OF QUALIFICATION TESTS FOR

ALL NON-PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS.

POWER-ACTUATED FASTENERS (SHOT PINS)

100SN016

1. THESE NOTES GOVERN ALL CONDITIONS CALLED OUT ON THE PLANS AS 'SHOT PINS' UNLESS

SPECIFICALLY NOTED OTHERWISE.

2. ALL SHOT PINS SHALL BE X-U UNIVERSAL KNURLED SHANK FASTENERS WITH SHANK DIAMETER

OF 0.157" AS MANUFACTURED BY HILTI INCORPORATED IN ACCORDANCE WITH ICC ESR-2269

AND THE CURRENT EDITION OF THE HILTI 'PRODUCT TECHNICAL GUIDE' OR CSI KNURLED

SHANK FASTENERS w/ SHANK DIAMETER OF 0.157" AS MANUFACTURED BY DEWALT IN ACCORDANCE w/ ICC ESR-2024.

3. ALL SHOT PINS SHALL INCLUDE STANDARD HILTI STEEL WASHERS OR STANDARD DEWALT

STEEL WASHERS.

4. SHOT PINS DRIVEN INTO STEEL BASE MATERIAL SHALL MAINTAIN A MINIMUM EDGE DISTANCE AT ALL STEEL ELEMENTS OF 1/2" AND MINIMUM FASTENER SPACING SHALL BE 1". LENGTH OF PIN SHALL BE AS REQUIRED TO PENETRATE THRU STEEL MEMBER UNO. AT 3/4" THICK STEEL, PENETRATION NEED NOT EXCEED 1/2".

5. SHOT PINS DRIVEN INTO CONCRETE BASE MATERIAL SHALL MAINTAIN A MINIMUM EDGE

DISTANCE AT ALL CONCRETE ELEMENTS OF 3" AND MINIMUM FASTENER SPACING SHALL BE 4".

PINS SHALL HAVE 1 1/4" PENETRATION UNO. MINIMUM CONCRETE THICKNESS SHALL BE 3

TIMES THE PENETRATION DEPTH. CONCRETE SHALL ATTAIN FULL DESIGN STRENGTH PRIOR TO

INSTALLING SHOT PINS.

6. SHOT PINS DRIVEN INTO 3 1/4" MINIMUM LIGHT WEIGHT CONCRETE FILL OVER 3"x 20GA

MINIMUM METAL DECK MAY BE INSTALLED FROM THE TOP OR FROM THE BOTTOM IN EITHER

THE HIGH OR LOW FLUTE. PINS INSTALLED FROM THE TOP SHALL BE SPACED AS NOTED

ABOVE FOR TYPICAL CONCRETE ELEMENTS. PINS INSTALLED FROM THE BOTTOM IN THE HIGH

FLUTES SHALL BE INSTALLED WITHIN 1" OF FLUTE CENTER. PINS INSTALLED FROM THE

BOTTOM IN THE LOW FLUTES SHALL BE INSTALLED WITHIN 1" OF THE FLUTE CENTER AND

SHALL BE NO CLOSER THAN 1 1/8" TO THE EDGE OF THE LOW FLUTE. PINS INSTALLED FROM

THE BOTTOM SHALL BE SPACED NO CLOSER THAN 5 1/2" PARALLEL TO THE FLUTES. PINS

SHALL HAVE 1" PENETRATION INTO CONCRETE UNO. CONCRETE SHALL ATTAIN FULL DESIGN

STRENGTH PRIOR TO INSTALLING SHOT PINS.

7. SHOT PIN INSTALLERS SHALL BE CERTIFIED BY HILTI AND HAVE A CURRENT HILTI ISSUED

OPERATORS LICENSE OR CERTIFIED BY DEWALT AND HAVE A CURRENT DEWALT ISSUED

OPERATORS LICENSE. SHOT PIN INSTALLATION SHALL MEET ALL OSHA REQUIREMENTS.

(A) -

AB -

ABV -

ADDL -

AHU -

ALT -

APPROX -

ARCH -

(B) -

BLDG -

BLKG -

BLW -

BM -

B.O. -

BOF -

BOTT -

BRCG -

BRG -

BTWN -

BYND -

CC -

CG -

CJ -

CJP -

CL -

CLG -

CLR -

CMU -

COL -

CONC -

CONN -

CONT -

CONTR -

COORD -

CSK -

DBL -

DF -

DIAG -

DL -

DWG -

(E) -

EA -

EF -

EFF -

EJ -

ELEC -

ELEV -

EN -

EOS -

EQ -

ES -

EW -

EXT -

FB -

FC -

FDN -

FF -

FRMG -

FRT -

FS -

FTG -

GA -

GALV -

GLB -

GR -

GYP -

HD -

HDR -

HGR -

HK -

HORIZ -

HSB -

HSS -

HT -

INT -

OCCURS ABOVE

ANCHOR BOLT

ABOVE

ADDITIONAL

AIR HANDLING UNIT

ALTERNATE

APPROXIMATE

ARCHITECTURAL

OCCURS BELOW

BUILDING

BLOCKING

BELOW

BEAM

BOTTOM OF

BOTTOM OF FOOTING

BOTTOM

BRACING

BEARING

BETWEEN

BEYOND

CENTER TO CENTER

CENTER OF GRAVITY

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CENTERLINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTOR

COORDINATE

COUNTERSINK

DOUBLE

DOUGLAS FIR

DIAGONAL

DEAD LOAD

DRAWING

EXISTING

EACH

EACH FACE OR EDGE FASTENER

EFFECTIVE

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAILING

EDGE OF SLAB

EQUAL

EACH SIDE

EACH WAY

EXTERIOR

FACE OF BLOCK/BRICK OR FLAT BAR

FACE OF CONCRETE

FOUNDATION

FINISH FLOOR

FRAMING

FIRE RETARDANT TREATED

FACE OF STUD OR FAR SIDE

FOOTING

GAUGE OR GAGE

GALVANIZED

GLUED LAMINATED BEAM

GRADE

GYPSUM

HOLDOWN

HEADER

HANGER

HOOK

HORIZONTAL

HIGH STRENGTH BOLT

HOLLOW STRUCTURAL SECTION

HEIGHT

INTERIOR

JH -

LL -

LLH -

LLV -

LONGIT -

LS -

LW -

LWC -

MECH -

MFR -

MI -

MTL -

(N) -

NIC -

NS -

NTS -

NW -

NWC -

o/ -

OD -

OH -

OPNG -

OSB -

PAF -

PC -

PERP -

PJ -

PJP -

PL -

PT -

PW -

REINF -

REQD -

RWD -

SC -

SCH -

SEOR -

SHTG -

SIM -

SJ -

SMS -

SOG -

SP -

SPCG -

SQ -

SS -

STD -

STFNR -

STGRD -

STL -

STRUCT -

SW -

T&B - T&G -

THRD -

TN -

T.O. -

TOC -

TOF -

TOS -

TOW -

TRANS -

TYP -

UNO -

VERT -

VIF -

WF -

WHS -

WP -

WS -

WWF -

XS -

XXS -

Ø -

JOIST HANGER

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LAG SCREW

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

MECHANICAL

MANUFACTURER

MALLEABLE IRON

MARK

METAL

NEW

NOT IN CONTRACT

NEAR SIDE

NOT TO SCALE

NORMAL WEIGHT

NORMAL WEIGHT CONCRETE

OVER

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING

ORIENTED STRAND BOARD

POWER ACTUATED FASTENER

PIECE

PERPENDICULAR

PANEL JOINT

PARTIAL JOINT PENETRATION

PLATE

PRESSURE TREATED OR POST-TENSIONED

PUDDLE WELD

REINFORCING OR REINFORCEMENT

REQUIRED

REDWOOD

SLIP CRITICAL

SCHEDULE

STRUCTURAL ENGINEER OF RECORD

SHEATHING

SIMILAR

SLAB CONTROL JOINT

SHEET METAL SCREW

SLAB-ON-GRADE

STRUCTURAL PANEL

SPACING

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STAGGERED

STEEL

STRUCTURAL

SHEAR WALL

TOP & BOTTOM

TONGUE & GROOVE

THREADED

TOE NAIL

TOP OF

TOP OF CONCRETE (SLAB UNO)

TOP OF FOOTING OR TOP OF FRAMING

TOP OF STEEL

TOP OF WALL

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERIFY IN FIELD

WIDE FLANGE

WELDED HEADED STUD

WORK POINT

WOOD SCREW

WELDED WIRE FABRIC

EXTRA STRONG

DOUBLE EXTRA STRONG

ROUND OR DIAMETER

ABBREVIATIONS

100SN003

1 5/8"x12GA CHANNEL NOTES

1. UNLESS NOTED OTHERWISE, NO SLOTTED OR PUNCHED STRUTS SHALL BE USED.

2. ALL DRILLED HOLES TO BE 1/16" LARGER THAN FASTENER DIAMETER.

3. TORQUE ALL BOLTS TO THE VALUES PROVIDED IN THE CHANNEL BOLT PROPERTIES TABLE.

1 5/8"x12GA CHANNEL BOLT PROPERTIES

BOLT

SIZE

(IN)

1/4 6

PULLOUT

STRENGTH (LBS)

INSTALLATION

TORQUE

(FT-LBS)

CHANNEL NUT ALLOWABLE

PROPERTIES

500 300

RESISTANCE TO

SLIP (LBS)

5/16 11 800 500

3/8 19 1000 750

7/16 35 1400 1000

1/2 50 2000 1200

5/8 100 2500 1500

3/4 125 2500 1700

1 5/8"x12GA COLD-FORMED STEEL CHANNEL PROPERTIES

CHANNEL

1 5/8x1 5/8x12GA (P1000*) 0.185

SxIx

SECTION PROPERTIES

0.202 0.236

SxIx

0.290

D(IN)

1 5/8x3 1/4x12GA (P5000*)

DBL 1 5/8x1 5/8x12GA (P1001*)

DBL 1 5/8x3 1/4x12GA (P5001*)

1-5/8

1.099 0.628 0.359 0.442 3-1/4

0.930 0.572 0.472 0.580 1-5/8

5.578 1.716 0.719 0.884 3-1/4

'D

1-5/8"

'D

'D

1-5/8"

REFERS TO UNISTRUT BRAND DESIGNATION*

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

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SUBMITTAL

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:0

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P ro je c t_

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GENERAL

NOTES

SA-H1.0

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

05.30.25

2025-0030

NAH

APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE

GENERAL NOTES

STRUCTURAL SHEET INDEX

SA-H1.0 GENERAL NOTES

SA-H2.0 HANGER REFLECTED CEILING PLANS

SA-H2.1A FLIGHT PATH A

SA-H2.1B FLIGHT PATH B

SA-H3.0 CONNECTION DETAILS

NO. REVISION DATE

HC HC

HD HD

HE HE

H1

H1

HB HB

H2

H2

H3

H3

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2 "2

/2

/2

/2

/2

/2

/2

1'-0"

7" 1'-4"

1'-3" 10'-2"

9'-10" 2'-2 1/2" 1'-6"

3'-5"

9"

1'-9 1/2"

5"

6'-1 1/2" 1'-6 1/2"

6"

3'-10"

3'-11 1/2"

6'-1"

1'-2" 2 1/2"

2'-9" 3'-11 1/2" 4'-0 1/2"

1'-6 1/2"

1'-1" 1"

3"

1'-9" 2'-0" 1'-7"

3 1/2"

1'-2 1/2"

8'-1 1/2" 3" 1'-7" 6" 2'-1 1/2" 9"

3'-0 1/2"

1/2"

7"

3 1/2" 2'-6 1/2"

3'-1"

1'-2" 1'-1"

2'-1 1/2"

9" 2'-9"

1'-10 1/2"

HC HC

H1

H1

HB HB

H2

H2

H3

H3

" 1

10 1/2"

4'-6"

10'-3"

10'-7 1/2"

/2

/2

/2

/2

/2

/2

2'-10"

7"

5'-1 1/2"

7" 10'-2"

2'-11" 19'-10 1/2"

11'-8"

GENERAL NOTES:

1. SEE VIEWS FOR EACH OF THE 10 ART PIECES ON SHEETS & .

2. INDICATES CENTER LOCATION OF HANGER WIRE. SYMBOL IS SCALED

TO EXTEND CROSSHAIRS 1'-0" FROM CENTERLINE OF WIRE IN EACH DIRECTION.

3. PENETRATIONS THROUGH CEILING SHALL BE PER , , OR

4. FOR ALL INFORMATION RELATING TO ROOF STRUCTURE, CEILING DESIGNS, AND

DISTRIBUTED BUILDING SYSTEMS, SEE THE MAIN BUILDING PERMIT PACKAGE.

SA-H2.1A SA-H2.1B

1/SA-H3.0 2/SA-H3.0

5/SA-H3.0

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

:0

A

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U s e rs

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S M

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A rt

P ro je c t_

R

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

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HANGER

REFLECTED

CEILING

PLANS

SA-H2.0

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

05.30.25

2025-0030

NAH

3/16" = 1'-0"HIGH ROOF RCP

3/16" = 1'-0"LOW ROOF RCP

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

COMPRESSION

POST TO TOP OF

METAL STUD WALL

PER

COMPRESSION POST

TO CURTAIN WALL

HORIZONTAL MULLION

PER

SA-H3.0

SA-H3.0

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

COMPRESSION POST

TO CURTAIN WALL

HORIZONTAL MULLION

PER 10

SA-H3.0

GENERAL NOTES:

1. "HANGER" INDICATES VERTICAL GRAVITY HANGER PER OR .

2. HANGER WIRES SHALL BE NEAR VERTICAL AFTER ART IS INSTALLED.

3. HORIZONTAL BRACING IS NOT REQUIRED EXCEPT WHERE NOTED.

1/SA-H3.0 2/SA-H3.0

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

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:1

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FLIGHT PATH

A

SA-H2.1A

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

05.30.25

2025-0030

NAH

DETAIL NO SCALE

SA-H2.1A

A-1

DETAIL NO SCALE

SA-H2.1A

A-2

DETAIL NO SCALE

SA-H2.1A

A-3

DETAIL NO SCALE

SA-H2.1A

A-4 DETAIL NO SCALE

SA-H2.1A

A-5

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

BRACING TO WF

COL PER

GUY WIRE BRACING

TO HSS BEAM

PER

SA-H3.0

SA-H3.0

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

HANGER

COMPRESSION

POST TO DRYWALL

PER

SA-H3.0

HANGER

HANGER

HANGER

HANGER

GENERAL NOTES:

1. "HANGER" INDICATES VERTICAL GRAVITY HANGER PER OR .

2. HANGER WIRES SHALL BE NEAR VERTICAL AFTER ART IS INSTALLED.

3. HORIZONTAL BRACING IS NOT REQUIRED EXCEPT WHERE NOTED.

1/SA-H3.0 2/SA-H3.0

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

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rv t

FLIGHT PATH

B

SA-H2.1B

SACRAMENTO

INTERNATIONAL

AIRPORT

PUBLIC ART

05.30.25

2025-0030

NAH

DETAIL NO SCALE

SA-H2.1B

B-1 DETAIL NO SCALE

SA-H2.1B

B-2

DETAIL NO SCALE

SA-H2.1B

B-3 DETAIL NO SCALE

SA-H2.1B

B-4

DETAIL NO SCALE

SA-H2.1B

B-5

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