B08_Solicitation_(Attach_2_Drawings_(Kern_House_Shoring)).pdf

SCALE OF MILES

20 0

PARK HEADQUARTERS

VISITOR CENTER

LEGEND

V.C.

STE. GENEVIEVE NATIONAL HISTORICAL PARK

STATE

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

DELASSUS-KERN HOUSE

STE. GENEVIEVE MISSOURI

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Development (Title I)

OR

Variance from Design Development (Title I) Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development (Title I)

Project Manager Date

Mark Sheet REVISION Date Initial x x x xx.xx.xx XXX

A/E FIRM

RATHS, RATHS &

JOHNSON, INC.

500 Joliet Road, Suite 200

Willowbrook, Illinois 60527-5618

STABILIZATION AND SHORINGPRIME/ARCH:

STE. GENEVIEVE, MISSOURI

HQ.

HQ.

STE. GENEVIEVE, MO

5001000 0

010002000

SCALE OF METERS

SCALE OF FEET

PROJECT SITE

G0.0 COVER SHEET

G0.1 GENERAL NOTES

G0.2 SITE PLAN

G.03 REPRESENTATIVE PHOTOS

G.04 REPRESENTATIVE PHOTOS

S1.0 FOUNDATION SHORING PLAN

S1.1 BASEMENT SHORING PLAN

S1.2 FIRST FLOOR SHORING PLAN

S1.3 SECOND FLOOR SHORING PLAN

S2.0 EAST ELEVATION

S3.0 LONGITUDINAL SECTION

S3.1 LATERAL SECTION

S3.2 ENLARGED LATERAL SECTION

S5.0 DETAILS

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CONSTRUCTION DRAWINGS

MIDWEST

STE. GENEVIEVE NHP

OF

PMIS/PKG NO.

SHEET

DRAWING NO.

331639B

19071 US-61, STE. GENEVIEVE, MISSOURI 63670

DELASSUS-KERN HOUSE

STABILIZATION AND SHORING

PMIS 331639B

V.C.

PARK BOUNDARIES

PARK BOUNDARIES

HW

Y U.S. 61

500 1000 2000

500 1000

LIST OF DRAWINGS

DELASSUS-KERN HOUSE PROJECT SITE

10 0

SCALE OF METERS

SCALE OF FEET

100 10050 50

2030 10 20 30

APPROXIMATE PROPERTY LINE

NO CONTRACTOR USE OR

ACCESS OF EAST PARCEL

NO CONTRACTOR

USE OR ACCESS

VIA ROADS

PRIVATELY HELD

BY OTHERS

US-61

May 10, 2023

53'-4"

'-6

U P

CRAWLSPACE

(FLOOR FRAMING

NOT SHOWN)

S2.0

CONCRETE

PORCH

1' -6

S3.1

S3.0

EXISTING CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

CONTINUOUS FOOTING

AND WOOD SILL

MEMBERS, MAY NEED

TO BE BROKEN UP DUE

TO TERRAIN.

CONTINUOUS FOOTING

AND WOOD SILL

MEMBERS, MAY NEED

TO BE BROKEN UP DUE

TO TERRAIN.

2' -0

" 1' -6

2'-0"3'-0"4'-0"2'-0"4'-0"4'-0"4'-0"3'-0"3'-0"4'-0"

7' -6

'-0

NEW CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

EXISTING CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

2'-10"3'-3"2'-11"2'-11"2'-5"2'-6"3'-4"

3'-11" ±

NEW CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

NEW DAYTON

SUPERIOR T14 HEAVY

LOAD BRACE (APP 3

FEET ON CENTER), TYP.

10"

HISTORIC WOOD WINE

PRESS STORED ON WOOD

PALLETS, RELOCATE PER

COR DIRECTION SPACING OF SHORING

IS PRELIMINARY AND

MAY BE ADJUSTED TO

ACCOMMODATE

EXISTING CONDITIONS

AND AVOID CONFLICTS

WITH EXISTING WOOD

BRACING IN BASEMENT.

CONSULT WITH

ENGINEER-OF-RECORD

PRIOR TO MODIFYING

SPACING.

EXISTING 2x6 BRACE AND

LEDGER BOARD INSIDE

BASEMENT, TYP.

FOUNDATION

SHORING PLANS1.0

TITLE OF SHEET

OF

PMIS/PKG NO.

SHEET

DRAWING NO.A/E FIRM

RATHS, RATHS &

JOHNSON, INC.

500 Joliet Road, Suite 200

Willowbrook, Illinois 60527-5618

STE. GENEVIEVE NATIONAL HISTORICAL PARK

80001

SUB SHEET NO.DESIGNED:

GRM

CADD:

AM/WPB

TECH. REVIEW:

LMB/GRM

DATE:

05-10-2023

PRIME/ENG:

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(M ay

0, 3)

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331639B

#STABILIZATION AND SHORING DELASSUS-KERN HOUSE

SCALE: 1

4" = 1'-0"

FOUNDATION SHORING PLAN1

S1.0

SHORING GENERAL NOTES

1. Design Loads:

a. Dead Loads

i. Exterior East Wall Load 200 lb/ft

ii. Second Floor 10 psf

iii. First Floor 16 psf

b. Live Loads

i. Construction Live Loads 20 psf

ii. Minimum Roof Loads 20 psf

iii. Existing Wall Load due to Snow 150 lb/ft.

iv. Allowable Soil Bearing Pressure 1,500psf

2. Submittals

a. Delegated Design

i. Contractor shall submit the shoring delegated design package sealed by a Professional Engineer licensed in the State of Missouri for review prior to the commencement of the shoring installation.

1.) Calculations 2.) Drawings including connection and assembly details.

3.) Shoring Scope

b. Design, install and maintain shoring and temporary structural supports as required to preserve stability and prevent unexpected or uncontrolled movement, settlement, or collapse of existing construction and finishes to remain.

4. Miscellaneous

a. These general notes supplement the project specifications. Refer to project specifications for additional requirements.

b. The contractor is responsible for coordinating requirements from other documents into their shop drawings and calculations.

c. The contractor shall follow all applicable standards including Occupational Safety and Health (OSHA) and American National Standards Institute (ANSI) standards and be familiar with and follow the safety guidelines recommended by the Scaffolding, Shoring and Forming Institute.

Local, state and federal statutes or regulations shall supersede the above-mentioned guidelines if there is a conflict and it is the responsibility of the contractor to comply with these statutes and regulations.

d. The stabilization and protection of all in-place surfaces and materials in this building structure is paramount. The contractor must take all measures of care possible to protect the in-place building surfaces and materials from damage during shoring installation and construction. Do not mechanically fasten to in-place building materials without prior written approval from the project architect-of-record.

e. Any detail titled as a typical detail is applicable throughout the drawings. These details are defined as general standards that are usually not identified by specific reference within the drawings. These details may be modified or superseded by specific details that are referenced within the drawings.

f. Do not scale the drawings. Use specified dimensions.

g. Contractor to verify all dimensions in the field prior to performing the calculations and submitting the shop drawings and calculations.

h. No cutting, notching or openings shall be made in any shoring member without the prior written approval of the delegated shoring engineer-of-record.

i. Provide temporary bracing as required to maintain the alignment and security of all shoring during installation and construction.

j. The contractor is responsible for limiting the amount of construction load imposed upon the shoring framing. Construction loads shall not exceed the design capacity of the framing at the time the loads are imposed.

k. The shoring is to be designed to function as a unit upon completion. The contractor is responsible for furnishing all temporary bracing and/or support that may be required as the result of the contractor's construction methods and/or sequences.

l. It is the contractor's sole responsibility to determine erection procedures and sequences and to ensure the safety of the shoring and its component parts during its use. This includes the addition of any shoring, sheeting, temporary bracing, guys, or tie downs that may be necessary.

Review of the shoring construction by any design professional is for conformance with the design only, not to review the contractor's construction procedures. Lack of comments by the design professional regarding construction means and methods shall not be interpreted as approval of any construction procedures.

m. Job safety shall be the sole responsibility of the contractor.

n. In cases where material or members specified is not readily available, the contractor may submit the use of alternate material or members for review by the shoring engineer-of-record. The alternate material or members proposed must minimally provide the same strength and stiffness as the original design. The contractor shall be responsible for verifying that any substitutions do not conflict with the project specifications. Any additional costs associated with any proposed substitutions shall be borne by the contractor.

o. The contractor shall inform the shoring engineer-of-record in writing of any deviations from the contract documents. The contractor shall not be relieved of the responsibility of such deviations by the shoring engineer-of-record's review of shop drawings, product data, etc., unless the contractor has specifically informed the shoring engineer-of-record of such deviation at the time of submission, and the shoring engineer-of-record has given written approval for the specific deviation.

2'-1" 2'-4" 2'-5" 2'-6" 2'-5" 2'-8" 2'-4" 2'-8" 2'-6" 2'-7" 2'-4" 2'-3" 2'-5" 2'-5" 2'-2" 1'-10"1'-9" 2'-4" 2'-4" 2'-8" 1'-10" J1

J2 J3 J4 J5 J6 J7 J8 J9 J1

J1

J1

J1

J1

J1

J1

J1

J1

J1

J2

J2

53'-4"

'-6

U P

CRAWLSPACE

(FLOOR FRAMING

NOT SHOWN)

B1

S2.0

CONCRETE

PORCH

1' -6

1'

-6

2'-8"

NEW DAYTON

SUPERIOR T14 HEAVY

LOAD BRACE (APP 3

FEET ON CENTER), TYP.

EXISTING CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

EXISTING 2x6 BRACE, TYP.

7' -6

'-0

NEW CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

EXISTING CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

NEW CONCRETE

BLOCKS 2'-6 x 2'-6"x5'-0"

EXISTING ROCK WALL

S3.1

2'-0"3'-0"4'-0"2'-0"4'-0"4'-0"3'-0"3'-0"4'-0"

S3.0

EXISTING 2x6 BRACE

INSIDE BASEMENT, TYP.

BASEMENT

SHORING PLANS1.1

TITLE OF SHEET

OF

PMIS/PKG NO.

SHEET

DRAWING NO.A/E FIRM

RATHS, RATHS &

JOHNSON, INC.

500 Joliet Road, Suite 200

Willowbrook, Illinois 60527-5618

STE. GENEVIEVE NATIONAL HISTORICAL PARK

80001

SUB SHEET NO.DESIGNED:

GRM

CADD:

AM/WPB

TECH. REVIEW:

LMB/GRM

DATE:

05-10-2023

PRIME/ENG:

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(M ay

0, 3)

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C

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331639B

#STABILIZATION AND SHORING DELASSUS-KERN HOUSE

SCALE: 1

4" = 1'-0"

BASEMENT SHORING PLAN1

S1.1

SHEET NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS. DO NOT SCALE FROM DRAWINGS.

2. GRAPHICAL AND NARRATIVE DESCRIPTIONS OF WORK CONTAINED

WITHIN THESE DRAWINGS ARE INTENDED TO CONVEY THE

GENERAL EXTENTS OF THE WORK AND ESTIMATED QUANTITIES

FOR THE CONTRACTOR'S CONVENIENCE FOR PREPARATION OF A

PROPOSAL. ADDITIONAL COMPONENTS OR ACCESSORIES

BEYOND THOSE SHOWN AND NECESSARY FOR A COMPLETE

INSTALLATION OF WORK (E.G.: FASTENERS, SHIMS, ETC) ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

BASEMENT FF

- 6'-0" ±

(VARIES AT INTERIOR)

FIRST FLOOR FF

0'-0"

SECOND FLOOR FF

+9'-8" ±

ATTIC

+20'-8 1/2" ±

ROOF

+26'-10 1/2" ±

APPROX AVG GRADE

- 4'-0" ±

105 106

201 203 204202

4'-0" 3'-0" 4'-0" 4'-0" 2'-0" 4'-0" 3'-0" 2'-0"

SPLICES SHOWN OVER

SHORING SUPPORTS

ONLY

LONGITUDINAL SECTIONS3.0

TITLE OF SHEET

OF

PMIS/PKG NO.

SHEET

DRAWING NO.A/E FIRM

RATHS, RATHS &

JOHNSON, INC.

500 Joliet Road, Suite 200

Willowbrook, Illinois 60527-5618

STE. GENEVIEVE NATIONAL HISTORICAL PARK

80001

SUB SHEET NO.DESIGNED:

GRM

CADD:

AM/WPB

TECH. REVIEW:

LMB/GRM

DATE:

05-10-2023

PRIME/ENG:

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331639B

#STABILIZATION AND SHORING DELASSUS-KERN HOUSE

SCALE: 1

4" = 1'-0"

LONGITUDINAL SECTION1

S3.0 0 2' 4' 8'