B09_Amendment_3_Questions_and_Answers_0003.pdf

Replace Dilapidated Visitor Center Facility Little Bighorn Battlefield National Monument

(LIBI 241430)

Solicitation 140P2023R0150

Amendment 3 Questions and Answers November 3, 2023

21. Alternate #1 – Seat Wall Footing System:

a. Detail 3/L3.2 references structural drawings for footing system for the seat wall assembly. There is no structural information provided for this system. Please clarify.

RESPONSE: See detail B1 on sheet S5.3. Detail has been added for Bid Option seat wall reinforcing/footing.

22. MP5 Systems: No details on the imaging required. Also, the structural drawings do not show the 4x4 Tube steel column systems at this wall type.

RESPONSE: Imaging is to be provided by the exhibit designer. See updated sheets S1.2 and S2.0.

S1.2: Added steel column symbols at freestanding wall locations. S2.0: Added HSS4X4X1 to ‘Wind Frame’ 1&2 at inset wall.

23. Ceiling Access Panel Requirements: The RCP plans do not show the provision of any access panels that could potentially be required to be supplied/installed.

RESPONSE: See sheet A1.3 and A1.9 for the ceiling access panel locations.

24. Exterior Wood Ceiling Ventilation: Spec Section 062013, Item 2.6 – Misc. Materials calls out for continuous stainless steel soffit vent material to be provided. The RCP plan on A1.9 does not show this soffit vent material. Please confirm that this material does not need to be installed.

RESPONSE: The exterior wood ceiling ventilation is needed. See updated sheet A1.9.

25. Precast treads and risers:

a. What nosing do you want on the treads? The nosings are mentioned, but not specified.

RESPONSE: Nosing is radiused edge. See updated sheet A4.6 and the attached cut sheet (basis of design).

b. We use threaded inserts embedded into the bottom of the treads for attaching the treads rather than adhesive. Is this acceptable?

RESPONSE: Yes, that is acceptable.

c. What sort of finish do you want on the precast treads? No mention of this in the specs provided.

RESPONSE: Finish of the precast treads & landing is noted on sheet A1.4. It is designated as CN4 – sealed concrete.

d. How thick do you want the precast treads? Since they are fully supported by the bent plate stair structure, 2 ½” will work. We would typically make them 3” thick if they weren’t fully supported by the stair structure. Detail 01 on Drawing A4.5 (attached) shows the treads as 4” thick, but they appear to be 3” thick in Detail 02 on Drawing A4.5.

RESPONSE: The precast treads are at 2 1/2 “. See updated sheet A4.6 and the attached cut sheet (basis of design).

26. Plan Page A6.3 – Product “HR”. Please be advised that the HR materials (1 ½” Wyoming Rose hard rock) that is to be installed at the lower level of the building at the main staircase is not available through Valley Sand & Gravel. They advised that the quarry that this material came from has been shut down for a few years. They are not aware of another quarry in the area where they could get a similar material. Please advise of an alternate material to be installed in this area.

RESPONSE: “Wyoming Rose” hard rock is the basis of design. It does not need to be sourced from the Valley Sand & Gravel. Bidder can provide the equivalent product to the basis of design.

27. We have been advised that the LVT flooring product that was specified for use on the product has been discontinued. Please advise of an alternate product/style that should be.

RESPONSE: There are no sole source items specified in this solicitation. All items are “or equivalent” by the salient characteristics that are given with each product. It is up to the bidder to locate the equivalent product to the basis of design.

28. Are the salient characteristics listed for every item that we call out with a basis of design manufacturer?

RESPONSE: “There are no sole source items in the solicitation. Everything is “or equivalent”. If that product meets the salient characteristics of the one noted for the basis of design, then you can use it. However, if it does not in anyway, I would ask that you use the one suggested for your proposal, then submit a substitution request after award, should you be successful, and our A/E team will consider the substitution.”

29. I am in the process of putting a bid together and I need to request a substitute for Hollow Metal

Doors and Frames, I did not see a Substitute request for to complete and return. I would like a substitute approval to use Curries/Assa Abloy product.

RESPONSE: There are no sole source items in the solicitation. Everything is “or equivalent”. If that product meets the salient characteristics of the one noted for the basis of design, then you can use it. However, if it does not in anyway, I would ask that you use the one suggested for your proposal, then submit a substitution request after award, should you be successful, and our A/E team will consider the substitution.

30. During the pre-solicitation walk-through, it was indicated that TPHO would have jurisdiction if any artifacts were discovered during the course of construction, but that any fees associated with TPHO are not required to be included in the pricing. Can you verify if this is correct?

RESPONSE: Contractor is not responsible for THPO fees.

31. New Electrical Transformer/Service: Please confirm if the cost of the new electrical transformer/service is to be included in the contractor pricing.

RESPONSE: Yes, include this cost in your proposal, in accordance with Spec 01 73 40 (3.2)(A)(1)(a).

32. During the pre-solicitation walk-through, it was stated that Traffic Control would not be the responsibility of the General Contractor, that the NPS would take of this. Please verify if this is correct, or the extent of what is required.

RESPONSE: The intent of the conversation at the pre-proposal meeting related to Traffic Control was to communicate that the contractor would not be responsible for big-picture Traffic Control, like directing traffic around the construction site and into the park. The contractor does have responsibilities regarding Traffic Control. That work is described in Spec 01 50 00 (3.3)(D).

No. 6 on this list is NOT required.

33. During the pre-solicitation walk-through, a question was asked if there were any vehicle weight load restrictions on the roads. Can this be verified?

RESPONSE: There are no load limits.

Attachments

A1.3 Lower Level – Reflected Ceiling Plan A1.9 Main Level – Reflected Ceiling Plan A4.6 Vertical Circulation – Monumental Stair - Details S1.2 Main Floor Framing Plan S2.0 Structural Frame Elevations S5.3 Wood Stud Wall on Foundations

Product Sheet Treads Style

FINISH COLOR

TBD

QTY

X TBD

SIZE PREPARED FOR

PROJECT NAME

ANSI B

REVISION

SCALE SHEET

1:20 1 OF 1

DATE

06.06.21

DRAWN BY

S.M.

PRODUCT TYPE

(BLUFF) STAIR TREAD STYLE 03

APPROVED BY: DATE

DESCRIPTION

DATE

GENERAL NOTES:

- READY MIX CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000-6000 PSI UNLESS

OTHERWISE NOTED

- 2"x6" WIRE MESH 7 GA. x 10 GA. HOT DIPPED GALVANIZED STEEL; COMPLY WITH ASTM A 185/A 185M AND

ASTM A82/A 82M, EXCEPT FOR MINIMUM WIRE SIZE

- NON-CORROSIVE THREADED INSERTS WITH 3/8" BOLT WITH FLAT WASHER & LOCK WASHER

- ADA CONSTRAST STRIPE TO BE EXPOSED AGGREGATE CONTRASTING COLOR

-WELD-ON AND BOLT ON CONNECTIONS ARE AVAILABLE

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

%%USIDE VIEW

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text

%%UISO VIEW

AutoCAD SHX Text

%%UREINFORCING LAYOUT

AutoCAD SHX Text

REINFORCING MESH, SEE NOTES

AutoCAD SHX Text

REINFORCING MESH, SEE NOTES

AutoCAD SHX Text

ADA CONTRASTING STRIPE

AutoCAD SHX Text

ADA CONTRASTING STRIPE

AutoCAD SHX Text

ADA CONTRASTING STRIPE

AutoCAD SHX Text 1/2"R

DC

DC

DC

DC

DCDC

DC

EL

C

C

C

C

DCBA

52'-0" 25'-9" 47'-9" 10'-3"

C3

8'-0" C3

8'-0"

C3

8'-0"

C3

8'-0"

C3

8'-0"

OPEN TO

ABOVE

A3.0

A3.0

A3.1 02

A3.1

135'-9"

A3.6

A3.0

A3.1

A3.2

C3

8'-0"

C3

8'-0"

E

C3

8'-0"

C6

8'-0"C6

8'-0"

C6

8'-0"

C3

8'-0"

C6

8'-0"

C6

8'-0"

C6

8'-0"

FR

A3.3

C5 C5 C5 C5

C5

C8

9'-11 1/8"

A3.6

A4.16

A5.18

A5.18

A5.18

C8

8'-0"

*SEE FLOOR ASSEMBLIES ON A0.5

FOR 'CEILING' FINISH ASSEMBLY

F4

C8

OPEN

ABOVE

GALLERY RAIL TRACK.

GALLERY RAIL TRACK.

A5.24

A5.24

SEE SHEET G1 FOR DRAWING INDEX.

SEE SHEET G2 FOR GENERAL NOTES AND ABBREVIATIONS.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK, AND

SHALL REPORT TO THE CONTRACTING OFFICER ANY ERRORS,

INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK.

SEE GENERAL NOTES AND SPECIFICATIONS.

THIS IS A REFLECTED CEILING PLAN AND IS NOT TO BE

INTENDED TO BE A LIGHTING PLAN. NO WALL MOUNTED

LIGHTING FIXTURES OR OTHER WALL MOUNTED

APPURTENANCES ARE SHOWN. SEE THE LIGHTING PLAN FOR

ALL LIGHTING AND EGRESS SIGNS, SIZE AND TYPES OF

ELECTRICAL FIXTURES ETC. SEE MECHANICAL PLANS FOR ALL

CEILING MOUNTED DIFFUSERS/GRILLES ETC.

CEILING NOTES AND LEGEND

CEILING LEGEND

C32' X 2' ACOUSTICAL PANEL CEILING

C4GYPSUM BOARD CEILING, PAINTED

SECURITY CAMERA

EXIT SIGN

HORN AND STROBE ALARM

WALL MOUNTED EXTERIOR LIGHT

LINEAR PENDANT LIGHTDC

CEILING DIFFUSER RETURN

CEILING DIFFUSER SUPPLY

CEILING EXHAUST

DIGITAL LIGHTING CONTROLLER -

DIMMER

LINEAR SUPPLY VENT

6" LED DOWNLIGHT

6" LED DOWNLIGHT WITH

EMERGENCY BATTERY

C5EXPOSED STRUCTURE

MOTION SENSORS

CEILING WIRELESS ACCESS POINT

(2-POINT)

4' LED STRIP LIGHT, LENSED

WALL MOUNTED EXTERIOR LIGHT

WITH EMERGENCY BATTERY

4' LED STRIP LIGHT, LENSED

WITH EMERGENCY BATTERY

C8GYPSUM BOARD CEILING, PAINTED,

FIRE RATE

C6GYPSUM SUSPENDED, PAINTED

HAT CHANNEL LAYOUT FOR

SUSPENDED GYPSUM CEILING

CEILING ACCESS PANEL

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.A/E FIRM TITLE OF DRAWING

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

179600

241430

LITTLE BIGHORN BATTLEFIELD NATIONAL MONUMENT

ajc ajc

A1.3

LOWER LEVEL -

REFLECTED CEILING

PLANajc

SEPT. 21, 2023

AJC ARCHITECTS

SALT LAKE CITY,

UT 84104

101 254

SCALEA1.3 3/16" = 1'-0"

01 LOWER LEVEL - REFLECTED CEILING PLAN

SCALE OF FEET

4 0 4 128

SCALE OF FEET

MARK DATE DESCRIPTION

2 10/30/2023 ADDENDUM

1 GALLERY RAIL TRACK.

2 CEILING ACCESS PANEL. PANEL FINISH

AT PUBLIC SPACE IS TO MATCH THE

ADJACENT CEILING FINISH AND COLOR.

KEYED NOTES:

dijana Text Box

RATED

J J JJ

P P

C

C

C

C

J J J J J

J J J J

J

DCBA

52'-0" 25'-9" 47'-9" 10'-3"

A3.0

A3.0

A3.1

A3.1

A3.6

A3.0

C1

11'-9"

A3.1

A3.2

OPEN TO ABOVE

C6

10'-0"

E

C6

10'-0"

C6

10'-0"

C1

11'-9"

C1

11'-9"

C9

10'-0"

A5.7

A5.7

C1

11'-9"

C6

10'-0"

A5.19

A3.3

135'-9"

C5

C5

C5

C7

11'-9"

A3.6

A5.24

A5.24

A5.24

A5.8

A5.8

A5.7

A5.10

A5.10

C2

9'-0"

C2

9'-0"

A5.16

R3

*SEE ROOF ASSEMBLIES ON A0.5

FOR 'CEILING' FINISH

A5.10

C6

12'-0"

E5

C6

12'-0"

C6

12'-0"

METAL PANEL SEAM. TYP.

5'-2 3/4

4'-9

/4

2'-11 7/8"

3'-2 3/8

2'-6

/2

2'-9 3/8"

3'-7 5/8" 5'-6 3/4"

4'-9 1/8"

METAL PANEL SEAM. TYP.

5' -2

/2

4'-1 0 3

/8

4'-3 5/8

/8

3' -0

/8

" 2'-1 1 5/8

2 TYP.

2TYP.

EQ EQ

CL

EQ EQ

CL

EQ EQ

CL

CLCLCL

CL

EQ EQ

CL

EQ EQ

CL

10"

CL

CL

SEE SHEET G1 FOR DRAWING INDEX.

SEE SHEET G2 FOR GENERAL NOTES AND ABBREVIATIONS.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK, AND

SHALL REPORT TO THE CONTRACTING OFFICER ANY ERRORS,

INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK.

SEE GENERAL NOTES AND SPECIFICATIONS.

THIS IS A REFLECTED CEILING PLAN AND IS NOT TO BE

INTENDED TO BE A LIGHTING PLAN. NO WALL MOUNTED

LIGHTING FIXTURES OR OTHER WALL MOUNTED

APPURTENANCES ARE SHOWN. SEE THE LIGHTING PLAN FOR

ALL LIGHTING AND EGRESS SIGNS, SIZE AND TYPES OF

ELECTRICAL FIXTURES ETC. SEE MECHANICAL PLANS FOR ALL

CEILING MOUNTED DIFFUSERS/GRILLES ETC.

CEILING NOTES AND LEGEND

CEILING LEGEND

WOOD TONGUE AND GROOVE CEILING,

STAINED

METAL PANEL CEILING

C5EXPOSED STRUCTURE

C1

C2

SECURITY CAMERA

EXIT SIGN

HORN AND STROBE ALARM

WALL MOUNTED EXTERIOR LIGHT

LINEAR PENDANT LIGHTDC

CEILING DIFFUSER RETURN

CEILING DIFFUSER SUPPLY

CEILING EXHAUST

DIGITAL LIGHTING CONTROLLER -

DIMMER

LINEAR SUPPLY VENT

6" LED DOWNLIGHT

6" LED DOWNLIGHT WITH

EMERGENCY BATTERY

MOTION SENSORS

CEILING WIRELESS ACCESS POINT

(2-POINT)

4' LED STRIP LIGHT, LENSED

WALL MOUNTED EXTERIOR LIGHT

WITH EMERGENCY BATTERY

4' LED STRIP LIGHT, LENSED

C7EXTERIOR WOOD TONGUE AND

GROOVE CEILING, STAINED

C9EXTERIOR METAL PANEL CEILING

C6GYPSUM BOARD SUSPENDED, PAINTED

HAT CHANNEL LAYOUT FOR

SUSPENDED GYPSUM CEILING

CEILING ACCESS PANEL

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.A/E FIRM TITLE OF DRAWING

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

179600

241430

LITTLE BIGHORN BATTLEFIELD NATIONAL MONUMENT

ajc ajc

A1.9

MAIN LEVEL -

REFLECTED CEILING

PLANajc

SEPT. 21, 2023

AJC ARCHITECTS

SALT LAKE CITY,

UT 84104

107 254

SCALEA1.9 3/16" = 1'-0"

01 MAIN LEVEL - REFLECTED CEILING PLAN

SCALE OF FEET

4 0 4 128

SCALE OF FEET

1 GLULAM BEAM, STAINED, SEE

STRUCTURAL DRAWINGS.

2 1X12 INCH CONTINUOUS SOFFIT VENT.

3 CEILING ACCESS PANEL. PANEL FINISH

AT PUBLIC SPACE IS TO MATCH THE

ADJACENT CEILING FINISH AND COLOR.

KEYED NOTES:

MARK DATE DESCRIPTION

1 10/25/2023 ADDENDUM

2 10/30/2023 ADDENDUM

1"

1/2" REVEAL

1 1/2" DIA. STEEL HANDRAIL.

OIL RUBBED BRONZE.

STEEL CHANNEL STRINGER.

SEE STRUCTURAL DRAWINGS.

6" CHANNEL STUD @ 16" O.C.

5/8" TYPE "X" GYP. BD., PAINT.

PREFINISHED 'Z' REVEAL TRIM.

12 GA. PREFABRICATED METAL

PANEL. PREFINISHED.

CAST-IN-PLACE CONCRETE

LANDING.

PRECAST CONCRETE TREADS

& RISERS.

STEEL CHANNEL STRINGER.

SEE STRUCTURAL DRAWINGS.

6" CHANNEL STUD @ 16" O.C.

5/8" GYP. BD. PAINTED.

1 1/2" DIA. STEEL HANDRAIL.

OIL RUBBED BRONZE.

12 GA. PREFABRICATED METAL

PANEL. PREFINISHED.

CAST-IN-PLACE CONCRETE

LANDING.

2"

1 1/8"

11"

/2

2 1/4"

1/2" R

LOWER LEVEL

88'-6"

12 GA. PREFABRICATED METAL

PANEL. PREFINISHED.

1 1/2" DIA. STEEL HANDRAIL.

OIL RUBBED BRONZE.

PRECAST CONCRETE TREADS

& RISERS.

4" CAST-IN-PLACE CONCRETE

SLAB, SEE STRUCTURAL

DRAWINGS.

2"

SEE STRUCTURAL DRAWINGS

2 1/4"

1/2" R

2"

1 1/8"

11"

MAIN LEVEL

100'-0"

12 GA. PREFABRICATED METAL

PANEL. PREFINISHED.

1 1/2" DIA. STEEL HANDRAIL.

OIL RUBBED BRONZE.

1 1/2" CAST-IN-PLACE

CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS.

FLOOR SHEATHING, SEE

STRUCTURAL DRAWINGS FOR

TYPE AND FASTENING.

WOOD JOIST, SEE

STRUCTURAL DRAWINGS FOR

SIZE AND SPACING.

12 GA. SUSPENSION WIRE @ 4'

O.C. OR AS REQ. BY CODE.

5/8" TYPE "X" GYP. BD., PAINT.

5/8" TYPE "X" GYP. BD., PAINT.

PREFINISHED 'Z' REVEAL TRIM.

SUSPENDED GYP. BD. CEILING

SYSTEM. SEE RCP.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.A/E FIRM TITLE OF DRAWING

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

179600

241430

LITTLE BIGHORN BATTLEFIELD NATIONAL MONUMENT

ajc ajc

A4.6

VERTICAL CIRCULATION

- MONUMENTAL STAIR -

DETAILSajc

SEPT. 21, 2023

AJC ARCHITECTS

SALT LAKE CITY,

UT 84104

129 254

SCALEA4.6 1 1/2" = 1'-0"

01 DETAIL SECTION - MONUMENTAL STAIR GUARDRAIL TYP.

SCALEA4.6 1 1/2" = 1'-0"

02 DETAIL SECTION - MONUMENTAL STAIR @LANDING

SCALEA4.6 1 1/2" = 1'-0"

DETAIL SECTION - MONUMENTAL STAIR RUN @ LOWER

LEVEL

SCALEA4.6 1 1/2" = 1'-0"

4 Detail 20

MARK DATE DESCRIPTION

2 10/30/2023 ADDENDUM

WOOD WALL LEGEND

1 A 2 B

SHEATHING. SEE WOOD STUD SHEAR WALL SHEATHING SCHEDULE

HOLDOWN/STRAP. SEE SHEAR WALL STRAP/HOLDOWN SCHEDULE

OPENING STRAP. SEE OPENING STRAP SCHEDULE

END POST MEMBER. SEE END POST MEMBER SCHEDULE

HOLDOWN/STRAP LOCATION TYP

EXTENTS OF SHEAR WALL

WOOD HEADER

CALLOUT: ____-K#-T#

SEE DETAIL

NUMBER INDICATES QUANTITY OF TRIM STUDS EA. SIDE OF

OPENING. DEPTH TO MATCH WALL THICKNESS

NUMBER INDICATES QUANTITY OF KING STUDS EA. SIDE OF

OPENING. DEPTH TO MATCH WALL THICKNESS

INDICATES WOOD HEADER TO BE USED

/S5.10B2

A B C D

3-2x10-K1-T2

6.3/4"x27" GLB

5.

1/

8" x2

7" G

LB

5.1/8"x27" GLB

W10 x45

5.1/2"x12" GLB

HSS10x6x5/16 6.3/4"x21" GLB 6.3/4"x21" GLB 6.3/4"x21" GLB

6.3/4"x16.1/2" GLB

2x12 @ 12" O.C.

TJI BLOCKING AT

STAIR LOCATION

ABOVE

2- 2x

8- K1

-T

3-2x10-K1-T2

3-2x10-K1-T2 3-2x10-K1-T2

135' - 9"

52' - 0" 25' - 9" 47' - 9" 10' - 3"

0"

1'

S2.0

C3

3-2x10-K1-T2 3-2x10-K1-T2

3-2x10-K1-T2

3-2x10-K1-T2

3-2x10-K1-T2

CL-1

W D

-5

COLUMN ABV

6.3/4"x25.1/2" GLB 6.3/4"x13.1/2" GLB

COLUMN ABV

B2

S5.4

B1

S5.4

A1

S5.8

A3

S5.4

B2

S5.4

B1

S5.4

B2

S5.4

A3

S5.4

B2

S5.4

A1

S5.4

C4

S5.5

TYP

C3

S5.5

C3

S5.5

TYP

TYP

C2

S5.5

4-2x6 3-2x6

HATCHED AREA INDICATES 4"

NORMAL WEIGHT CONCRETE

TOPPING SLAB W/ #4 @ 8" O.C.

EACH WAY

E

S4.1

C3

5.1/2"x12" GLB2-2x10-K1-T2

4-2x6

6x6 4-2x6 4-

2x

3- 2x

4- 2x

4-

2x

4- 2x

6x

2-2x10-K1-T2 4-

2x 62-2x6

3-2x6 3- 2x

S2.0

A4

S2.0

A3

5.

1/

2" x1

2" G

LB

6.

x7 .5

GLC

6x6

6x6 6x6

6x6

DOUBLE JOIST,

ALIGN W/ COLUMN

C1

S5.6

B1

S5.5

B2

S5.5

6.

x6

GLC

3-2x6

5.1/2"x1 2" G

LB-K3-T2

S2.0

C1

3- 2x

6.75x6

GLC

TYP

C1

S5.5

6.

x9

GLC

C2

S5.5

B3

S5.1

SC-2

SIM

A3

S5.6 TYP @ DOUBLE

WYTHE WALL

TYP

TYP

TYP

S5.5

B3

S5.5

B3

SIM

SIM

SC-2

C2

S5.4

C3

S5.4

C4

S5.4

W x5

W D

-2

B4

S5.9

SIM

P T

P T

PROVIDE

SIMPSON CC66

A3

S5.5

A2

S5.6A1

S5.6

TYP

B2

S5.7

B1

S5.7

C4

S5.8

COL

ABV

COL ABV

COL ABV

DOUBLE JOIST,

ALIGN WITH

BEAM

SOLID BLOCKING

SOLID BLOCKING

SOLID BLOCKING

A3

S5.6

C2

S5.8

C4

S5.2

C3

S5.11

SIM

5.

1/

2" x1

2" G

LB

5.1/2"x12" GLB

W10x19

5.

1/

2" x1

2" G

LB

2-2x12

S2.0

A1

5.

1/

2" x1

2" G

LB

5.

1/

2" x1

2" G

LB

A1

S5.7

A2

S6.2

4-2x10

B4

S5.9

SIM

DOUBLE JOIST

9' - 4" 9' - 4" 9' - 4"

C2

S5.9

C2

S5.9

SIM

A2

S5.7

SOLID BLOCKING

SOLID BLOCKING

SIM

A3

S5.11

3- 2x

[-4

[-4"]

4" CONC SLAB W/

#4 @ 10" O.C. E.W.

WOOD FLOOR FRAMING PLAN NOTES

1. PROVIDE 1.1/2" GYPCRETE TOPPING SLAB W/ 4x4-

W4.0/W4.0 WWF AT FLOOR, UNO.

2. SEE S5.10 FOR WOOD DIAPHRAGM SCHEDULE.

3. ALLOWABLE PENETRATIONS THROUGH TYPICAL

SOLID SAWN WOOD STRUCTURAL MEMEBERS SHALL

BE PER DETAIL ANYTHING OUTSIDE THE

LIMITS OF THAT DETAIL SHALL BE SUPMITTED FOR

APPROVAL TO THE ENGINEER.

4. FLOOR JOISTS TO BE 11.7/8" TJI 360 @ 16" O.C.

U.N.O.

/S5.6B4

JEROD G.

JOHNSON

No. 19480

MO N T A N A

L

IC

E N

S E

D

PROF E S S I ONA L

E N

G I

N E

E R

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.A/E FIRM TITLE OF DRAWING

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

179600

241430

LITTLE BIGHORN BATTLEFIELD NATIONAL MONUMENT

09/21/2023

NT/RE+A

JTA/RE+A

S1.2

MAIN FLOOR FRAMING

PLAN

JTA/RE+A

09/21/2023

AJC ARCHITECTS

SALT LAKE CITY,

UT 84104

REAVELEY

ENGINEERS

515 E 100 S

SLC, UT 84102

SCALE:S1.2 1/8" = 1'-0"

A1 MAIN FLOOR FRAMING PLAN

MARK DATE DESCRIPTION

1 10/30/2023 ADDENDUM

MAIN LEVEL

100' - 0"

ROOF

114' - 0"

LOWER LEVEL

88' - 6"

S6.6

B2

4 3

W x1

W x1

W10x100

S5.2

C4

SEE PLAN

S6.6

B2

S6.6

B2

S5.3

C2

OPP

MOMENT FRAME ELEVATION

NOTES AND LEGEND

1. ALL MOMENT FRAME HORIZONTAL FRAMING

MEMBERS (BEAMS) SHALL BE ASTM A992 (Fy = 50KSI)

STEEL U.N.O.

2. ALL MOMENT FRAME VERTICAL FRAMING

MEMBERS (COLUMNS) SHALL BE ASTM A992

(Fy = 50KSI) STEEL U.N.O.

3. SEE PLANS FOR ADDITIONAL MOMENT FRAME

LOCATIONS.

4. VERIFY ALL DATUM ELEVATIONS W/

ARCHITECTURAL DRAWINGS.

MAIN LEVEL

100' - 0"

ROOF

114' - 0"

A

H S

S x4 x5

/1

H S

S x4 x5

/1

H S

S x4 x5

/1

H S

S x4 x5

/1

H S

S x4 x5

/1

H S

S x4 x5

/1

HSS10x4x5/16 (LSH) HSS10x4x5/16 (LSH)

HSS10x4x5/16 (LSH) HSS10x4x5/16 (LSH)HSS10x4x5/16 (LSH)HSS10x4x5/16 (LSH)HSS10x4x5/16 (LSH)

S5.4

A2

SIM

C3

S5.7

TYP

S5.4

A2

TYP

WOOD STUD WALL

C2

S5.7

SIM

C2

S5.7

TYP

TYPC4

S5.7

H S

S 4x

4x 1/

H S

S 4x

4x 1/

MAIN LEVEL

100' - 0"

D E

H S

S x6 x1

/2

H S

S x6 x1

/2 HSS10x6x1/2 (LSH)

HSS10x6x1/2 (LSH)HSS10x6x1/2 (LSH) HSS10x6x1/2 (LSH)

H S

S x6 x1

/2

H S

S x6 x1

/2

WOOD STUD WALL

C2

S5.7

TYP

TYP

S5.4

A2 SIM

S5.4

A2

TYP

C4

S5.7

C3

S5.7

H S

S 4x

4x 1/

MAIN LEVEL

100' - 0"

ROOF

114' - 0"

LOWER LEVEL

88' - 6"

CANOPY

123' - 6 5/8"

HSS10x4x5/16 (LSH)

H S

S x4 x5

/1

H S

S x4 x5

/1

S5.4

A2

WOOD STUD WALL

1/4

2x NAILER W/ 1/2"

STUDS @ 24" O.C.,

STAGGERED

C2

S5.7

C3

S5.7

SEE PLAN

H S

S x4 x5

/1

H S

S x4 x5

/1

H S

S 4x

4x 1/

C4

S5.7

SBP-2

SIM C4

S5.7

SIM

C3

S5.7

C2

S5.7

S5.4

A2

HSS10x4x5/16 (LSH)

SIM

S5.4

A2

SIM

S5.8

B5

MAIN LEVEL

100' - 0"

ROOF

114' - 0"

WOOD BEAM WOOD BEAM WOOD BEAM

6x6 6x6

W O

O D

C O

LU

M

N

M O

M E

N T

F R

A M

E C

O

LU

M N

S5.10

B3

TYP

S5.9

C3

WOOD BEAM

6x6 6x6

W O

O D

C O

LU

M

N

W O

O D

C O

LU

M

N

W O

O D

C O

LU

M

N

6x6

S5.10

A4

TYP

S5.3

B4 TYP

JEROD G.

JOHNSON

No. 19480

MO N T A N A

L

IC

E N

S E

D

PROF E S S I ONA L

E N

G I

N E

E R

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.A/E FIRM TITLE OF DRAWING

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

179600

241430

LITTLE BIGHORN BATTLEFIELD NATIONAL MONUMENT

09/21/2023

NT/RE+A

JTA/RE+A

S2.0

STRUCTURAL FRAME

ELEVATIONS

JTA/RE+A

09/21/2023

AJC ARCHITECTS

SALT LAKE CITY,

UT 84104

REAVELEY

ENGINEERS

515 E 100 S

SLC, UT 84102

SCALE:S2.0 1/4" = 1'-0"

C3 MOMENT FRAME ELEVATION

SCALE:S2.0 1/4" = 1'-0"

A4 WIND FRAME #1

SCALE:S2.0 1/4" = 1'-0"

A3 WIND FRAME #2

SCALE:S2.0 1/4" = 1'-0"

C1 WIND FRAME #3

SCALE:S2.0 1/4" = 1'-0"

A1 WIND FRAME #4

MARK DATE DESCRIPTION

1 10/30/2023 ADDENDUM

CONC SLAB ON GRADE

ROUGHEN SURFACE

TO 1/4" AMPLITUDE

#4 SLAB DOWELS

@ 24" O.C.

#4 x CONT HORIZ

8"

32" t

M

IN

2t O

R

CONCRETE WALL

CONC SLAB ON

GRADE

TYP

2" MIN

Detail Name

CONC FOOTING

HOOK CONTINUOUS

REBAR

TURNED DOWN

FOOTING

CONC WALL

1'

8"

1'

Detail Name

CONC SLAB ON GRADE

BLOCKOUT IN SLAB.

POUR SOLID AFTER

COLUMN HAS BEEN

INSTALLED

STEEL COLUMN

CONC FOOTING

16"x16"x1.1/2" BASE

PLATE W/ 4-3/4"

SIMPSON PAB6H x 9-1/2"

EMBED

1/4

A

10"

TYP

2"

T Y

P

2"

PLAN VIEW A

1/4

WDFTNG25

CONCRETE FDTN WALL

HORIZ CONC FDTN

WALL REINF

CONT REINF TOP &

BOTTOM

EXTERIOR SLAB OR

GRADE.

CONCRETE FOOTING

VERT CONC FDTN

WALL REINF

CONCRETE SLAB ON

GRADE

CURTAIN WALL

SYSTEM, SEE ARCH

ROUGHEN JOINT TO

1/4" AMPLITUDE

8" M

IN

Detail Name

WALL SHEATHING

WOOD COLUMN

HDU14-SDS2.5 W/

SB1x30 ANCHOR BOLT

CONC FOUNDATION WALL

SITE RETAINING WALL.

SEE DETAIL

5'-0" x 12" x CONT

FOOTING W/ 5-#5 LONG.

& #5 @ 14" O.C.

TRANS.TOP & BOTTOM

/S6.2A1

CONC SLAB ON GRADE

CONC SEAT WALL

1' - 6" 1' - 6" 1'

#5 @ 8" O.C. E.F. HORZ &

#5 @ 14" O.C. E.F. VERT

#5 @ 8" O.C. HORZ & #5

@ 14" O.C. VERT

TYP

3"

JEROD G.

JOHNSON

No. 19480

MO N T A N A

L

IC

E N

S E

D

PROF E S S I ONA L

E N

G I

N E

E R

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.A/E FIRM TITLE OF DRAWING

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

179600

241430

LITTLE BIGHORN BATTLEFIELD NATIONAL MONUMENT

09/21/2023

NT/RE+A

JTA/RE+A

S5.3

WOOD STUD WALL ON

FOUNDATIONS

JTA/RE+A

09/21/2023

AJC ARCHITECTS

SALT LAKE CITY,

UT 84104

REAVELEY

ENGINEERS

515 E 100 S

SLC, UT 84102

NO SCALES5.3

C4 CONCRETE SLAB ON GRADE AT FOUNDATION WALL

NO SCALES5.3

C3 TURN DOWN FOOTING DETAIL

NO SCALES5.3

C2 STEEL COLUMN BASE AT FOOTING

NO SCALES5.3

C1

TYPICAL CURTAINWALL AT CONCRETE FOUNDATION

WALL

NO SCALES5.3

B4 WOOD COLUMN TO FOUNDATION WALL

MARK DATE DESCRIPTION

1 10/30/2023 ADDENDUM

NO SCALES5.3

B1 BID OPTION SEAT WALL