JEME_Bid_Documents_04-16-15.pdf

GSPublisherEngine 304.60.62.100

SHEET

OF

G-001

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

S A

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E E

T

I T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service

National Mall and Memorial Parks

Divison of Professional Services

C o v e r

S h e e t

G-001

G-002

AS-101

A-101

A-102

A-201

A-301

Cover Sheet

Notes, Materials, and Abbrev.

Mobilization Plan

Main Floor Barricade Plan

Reflected Ceiling Plan

Exterior Elevations

Portico-Netting Sections

United States Department of the Interior

National Park Service

Jefferson Memorial Portico Ceiling Netting System

National Mall and Memorial Parks

Washington DC 20024

Vicinity Map

Drawing Index

T I D A L B A S I N

P O T O M A C R I V E R

W A S H I N G T O N C H A N N E L

PROJECT SITE

OF

G-002

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E

T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service

N t e s

M a t e r i a l s a n d

A b b r e v

Room Name

Room # Finish

A

A

A-301

A-201

A1-1

DETAIL

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

A-601

04 A-100

SHEET NO.

SCALE

PARTITION TYPE

KEY

NOTES

EQUIPMENT

NO.

WINDOW

REFERENCE

ROOM NO./

FINISH

INFORMATION

REVISION

REFERENCE

DOOR

REFERENCE

DETAIL NO.

SHEET NO.

ELEVATION NO.

NAME OF DRAWING

SHEET NO.

SECTION NO.

SHEET NO.

REFERENCE NO.

SYMBOLS

CORR CORRIDOR

ATTEN. ATTENUATION

@ AT

ARCH ARCHITECT (URAL)

APPROX APPROXIMATE (LY)

ALUM ALUMINUM

A.F.F. ABOVE FINISHED FLOOR

ACST ACOUSTIC

CLR CONTINUE OR

CONTNUOUS

EXT EXTERIOR

BLDG BUILDING

BOT BOTTOM

BD BOARD

BLKG BLOCKING

BLK BLOCK

BETW BETWEEN

BM BEAM

BSMT BASEMENT

BALC BALCONY

DWG DRAWING

DIA OR Ø DIAMETER

CRS COURSES

C TO C CENTER TO CENTER

CL CENTERLINE

CLG CEILING

CONN CONNECTION

C.M.U. CONCRETE

MANSONRY UNIT

CONC CONCETE

COL. COLUMN

C.W. COLD WATER

CLR CLEAR (ANCE)

C CHANNEL

C.T. CERAMIC TILE

DET DETAIL

o DEGREE

DR DOOR

DIM DIMENSION

DN DOWN

EXIST EXISTING

ENGR ENGINEER

EQUIP EQUIPMENT

EMER EMERGENCY

ELEV ELEVATION (VIEW)

ELEV ELEVATOR

EL ELEVATION (GRADE)

ELEC ELECTRIC (AL)

E.W.C. ELECTRIC WATER COOLER

E EAST

EA EACH

FLR FLOOR

FLSHG FLASHING

F.H. FIRE HYDRANT

F.E.C. FIRE EXTINGUISHER

CABINET

F.E. FIRE EXTINGUISHER

FIN.FLR FINISH (ED) FLOOR

FIN FINISH

FT OR (') FOOT (FEET)

WD WOOD

INSUL INSULATION

I.D. INSIDE DIMENSION

(") OR IN INCH

H.W. HOT WATER

H.B. HOSE BIBB

H.M. HOLLOW METAL

H.P.T. HIGH POINT

HT HEIGHT

HDW HARDWARE

J.C. OR JAN. CL. JANITOR'S CLOSET

Q.T. QUARRY TILE

LVR LOUVER

LAV LAVATORY

LAMIN. OR LAM. LAMINATE

LAD LADDER

MTG MOUNTING

MISC MISCELLANEOUS

MIN MINIMUM

MEL METAL

M MEN

MEM MEMBRANE

MECH MECHANICAL

MAX MAXIMUM

MACH.RM. MACHINE ROOM

MAT'L MATERIAL

M.O. MANSONRY OPENING

MAS MASONRY

MH MANHOLE

PCC PORTLAND CEMENT

CONCRETE

NO. OR # NUMBER

N.I.C. NOT IN CONTACT

N NORTH

NOM NOMINAL

OFF OFFICE

O.D. OUTSIDE DIAMETER

O.H. OPPOSITE HAND

OPNG OPENING

O.C. ON CENTER

PT POINT

PLAST PLASTIC

PL PLATE (STEEL)

PLAS PLASTER

PARTN PARTITION

PARK'G PARKING

P.T.D. PAPER

TOWEL DISPENSER

PNL PANEL

PR PAIR

PTD PAINTED

PRCST PRECAST

PROT. BD. PROTECTION BOARD

P.L. PROPERTY LINE

PROP PROPERTY

GYP GYPSUM

GRAN GRANITE (ED) (ING)

GLAZ GLAZE

GL GLASS

GA GAUGE

SUSP.CLG. SUSPENDING

CEILING

SUSP SUSPENDING

STRUCT. STRUCTURAL

REINF REINFORCE (ING)

R RADIUS

RM ROOM

RFG ROOFING

R.D. ROOF DRAIN

R ROOF

REV REVISION

REQ'D REQUIRED

SAN SANITARY

SP STANDPIPE

SHTNG SHEATING

SEC SECTION

SLNT SEALANT

SCH. OR SCHED.SCHEDULE

ST. STL. STAINLESS STEEL

SQ. IN. SQUARE INCH

SQ. FT. SQUARE FEET

SQ SQUARE

SPEC SPECIFICATION

S SOUTH

SIM SIMILIAR

SHT SHEET

U.L. UNDERWRITER'S

LABORATORY

TYP TYPICAL

T TREAD

T.W. TOP OF WALL

T.C. TOP OF CURB

T TOILET

THRESLD

THRESHOLD

THK THICK (NESS)

TEMPR TEMPERED

TELE OR TEL TELEPHONE

UTIL UTILITY

V.A.T. VINYL ASBESTOS

TILE

VERT VERTICAL

VENT VENTILATE (ION)

VAR VARIABLE

VEST VESTIBLE

W/ WITH

W WEST

W.W.M. WELDED WIRE

MESH

W.S. WEATHER-

STRIPPING

WP WATERPROOF(ING)

W.C. WATER CLOSET

W. MH. WATER MANHOLE

W WOMEN

W/OUT WITHOUT

ABBREVIATIONS

CAST STONE

INSULATED METAL

PANELS

FLASHING & METAL

IN SMALL SECTION

EXPANSION BOARD

FIRE PROOFING

SPRAYED

GLAZING GYPSUM SHEATHING

OR WALL BOARD

PROTECTION BOARD

CONCRETE MASONRY

UNIT-GROUND FACE

ALUMINUM

GRANITE IN SECTION

AND ELEVATION

STAINLESS STEEL

EARTH

TILE: CERAMIC AND

QUARRY

GRAVEL

BRICK

CONCRETE MASONRY

UNIT (BLOCK)

BATT INSULATION

PLASTER, CEMENT &

SPRAY-ON

INSULATION

RIGID OR SEMI

INSULATION

POURED IN PLACE

CONCRETE

PRECAST CONCRETE

MARBLE

STEEL

WOOD IN

ELEVATION

DISCONTINUOUS

WOOD BLOCKING

PLYWOOD

CONTINUOUS WOOD

BLOCKING AND FURRING

FINISHED WOOD

STONE

MATERIALS

SHEET NO.

ELEVATION NO.

LIGHT FIXTURE

GENERAL NOTES

1. All work is to be done in conformance with all applicable codes and regulations.

2. Contractor shall conform to all O.S.H.A. requirements.

3. Contractor shall provide barricades and protective safely devices as required by codes, ordinances and current O.S.H.A. regulations.

4. Contractor to visit site and completely familiarize existing conditions prior to execution of any construction, contract Architect prior to execution any work in question.

5. Check all dimensions on job and fully verify prior to execution. Failure to do so will be at no additional expense to the owner. All work to be fully executed in accordance with all governing codes and regulation. All elevations given are approximate and are given for relational purposes. Contractor shall establish exact levels prior to start of work and notify Architect of any significant discrepancies.

6. Demolition: To be provided by Contractor as required. Completely remove all trash from site.

7. Utilities: Coordinate and provide as per drawings.

8. Contractor shall submit shop drawings/vendor data submittal schedule to Architect for review and approval within thirty (30) days from commencement of work. Submit four (4) copies to Architect.

Allow five (5) working days for review. No construction shall proceed until the approval of these drawings. All trades shall be reviewed by the Architect at the same time. Contractor shall provide manufacture's specification, installation, instruction, shop drawings and samples for review and approval of all materials and methods to be used prior to ordering or proceeding with the work.

Contractor shall follow procedures. If these are contrary to the contract documents, contractor shall notify Architect, in writing immediately to resolved discrepancies prior to proceeding. All materials submitted shall be transmitted using National Park Service CM-16 transmittal. See scope of work for

CM-16 form.

9. Contractor shall not scale drawing, and discrepancies between existing conditions and drawings shall be reported to Architect for clarification prior to commencement of work. In the event of conflict between data shown on drawing and data shown on specifications, the specifications shall govern.

Dimensions noted on drawings shall take precedence scale over drawings detail drawings take precedence over drawings on smaller scale. Should the contractor at any time discover an error in a drawing or specification or a discrepancy or variation between dimensions or other information, he should not proceed with the work affected until clarification is made.

10. Contractor shall be responsible for the inclusion of all work necessary for complete installation whether such work is or is not indicated.

11. All manufactured items shall be installed in strict accordance with the manufacturer's written instructions.

12. Warranties, guarantees and manufacture's instructions on equipment furnished and installed by the

Contractor shall be given to the Owner.

13. Contractor shall provide protection on a daily basis for all work that comes in contact with the existing

Memorial.

14. The fire rating of all existing rated construction shall be maintained.

15. All wood products used shall be Wolmanized Preservative protected, treated in accordance with

Copper Azole treatment for use Catagory 4A.

16. In areas where the drawings do not address methodology, the Contractor shall be bound to perform in strict compliance with manufacturer's specifications and recommendations.

17. In the event certain features of the construction are not fully shown on the drawing, their construction shall be of the same character as for similar conditions that are shown or noted.

18. The Architect will not be responsible for and will not have control over construction means, methods, techniques, sequences, procedures, or for safety precautions and programs in connection with the work, and will not be responsible for the failure of the client or his contractors, subcontractors, or anyone performing any of the work, to carry out the work in accordance with the approved contract documents.

19. All Concrete details and construction are to comply with latest A.C.I. Code and local codes, if any work exists in project.

20. Approval of these drawings by Governing Authorities does not release the Contractor from complying with all applicable codes and standards.

21. The General Contractor shall furnish and install portable fire extinguishers of the correct capacity and rating as requires by N.F.P.A. Pamphlet #10 and the National Park Service.

22. Fire extinguisher (on floor plan) - indicates general location of extinguishers, General Contractor to verify exact placement with Owner and Fire Marshal prior to installation.

23. All notes on this drawing apply for the entire project whether or not repeated on other drawings.

24. Where new work is to be done, care shall be taken to protect all existing adjacent surfaces and areas from damage. Any areas damaged during construction or demolition shall be restored to their original condition at no additional cost. This applies particularly to adjacent tenant spaces, roof, and other exterior areas and surfaces.

25. The Architect and Owner will consider formal requests from the Contractor for substitution of products, materials or manufacturers. These requests shall accompany but not included in the base bid on the specified bid due date. Submit five copies of request for substitution.

26. Only new, first class material will be used (except as noted). Rejected items shall be removed immediately from the work and replaced with items of the quality specified. Failure to remove rejected materials and equipment shall not relieve the contractor from the responsibility for quality and character of items used nor from any other obligation imposed on him by the contract.

27. No combustible materials are permitted above ceiling.

28. The General Contractor shall bear full responsibility and cost for the following:

A. Permit, Licenses, Inspections and Fees (all impact fees).

B. Temporary power and utilities.

C. Trash removal.

D. Liabilities and workmen's compensation insurance, etc.

E. And other items indicated in specifications.

29. Removal, disposal, alteration and relocation of existing mechanical and electrical equipment, conduit, pipes and ducts is included in the Work and shall be coordinated with COR.

30. The contract documents include the working drawings, agenda, modifications, general conditions of the construction and specifications.

31. The contract documents are instruments of service and shall remain the property of the National Park

Service whether the project for which they are prepared is executed or not. The contract documents shall not be used by the contractor for other projects or extensions to the project, nor are they to be modified in any manner whatsoever except by agreement in writing with the COR. "Furnish"î means supply only for others to put in place.

32. ìProvideî means furnish and install, complete and in place.

33. ìSimilarî means comparable characteristics for condition noted. Contractor to verify dimension and orientation.

34. ìTypicalî means identical for conditions noted.

35. Information on these drawings in based on existing documents and limited measurements and may require adjustment or modification in cased where changes are necessary. These drawings shall be used to show design intent only.

36. Horizontal dimensions indicated are to/from finished face of construction, except as noted.

37. Vertical are from top of floor slab, except where noted to be from above finished floor (AFF)

38. Dimensions are not adjustable without approval of architect unless noted ( ± ).

39. The finish work shall be firm, well anchored, in true alignment, plumb, level, with smooth, clean uniform appearance without waves, distortions, holes, marks, cracks, stain, or discoloration. Joints shall be close fitting, neat and well scribed, the finish shall not present hazardous, unsafe corners. All work shall have the provisions for expansion, contraction and shrinkage as necessary to prevent cracks, buckling and warping due to temperature and humidity conditions.

40. Cut and fit components for alterations of existing work and installation of new work. Patch disturbed areas to match adjacent materials and finishes.

41. All new work shall match in type and finish and existing work already installed noted otherwise.

42. Make all necessary provisions for items to be furnished or installed by NPS. Provide protection for these provisions until completion of the projects. General contractor to coordinate N.I.C. items with appropriate trades, to tenants independent contractors.

43. General contractor shall review the base building contract documents or existing base building conditions and shall comply with all base requirements, standards, and design.

44. General Contractor shall be responsible for checking contract documents, field conditions and dimension for accuracy and confirming that work is buildable as shown before proceeding with construction. Clarification regarding any conflicts shall be achieved prior to related work being started

51. General Contractor and subcontractor shall coordinate the layout and exact location of all joints/connections/anchors, etc. with Architects in the field before proceeding with construction.

52. General Contractor is responsible for and shall provide protection for any and all existing finishes of the

Memorial.

53. Exercise extreme care and precaution during construction of the work to minimize disturbance to the operation of the Memorial and their occupants, property, public thoroughfares, etc. Contractor shall take precautions and be responsible for the safety of all building occupants from construction procedures.

54. Within five (5) days from contract date, prepare and submit and estimated progress schedule for the work with sub-schedules or related activities which may affect the progress.

55. Attachments, connections or fastening of any nature are to be properly secured in conformance with best practice and the contractor is responsible for improving them accordingly and to these conditions.

The drawings show only special conditions to assist contractor they do not illustrate every such detail.

56. The contractor shall continuously check architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. No allowance of any kind will be made for the contractor's negligence to foresee means of installing equipment into position inside structure

57. Abbreviation used in referring to standards that apply to the work include but are not necessarily limited to the following:

American Society of Testing Materials (ASTM)

American Institute of Steel Construction (AISC)

American Welding Society (AWS)

American Concrete Institute (ACI) TO

American National Standard Institute (ANSI)

Architectural Aluminum Manufacturer s Association (AAMA)

Aluminum Association (AA)

Concrete Reinforcing Steel Institute (CRSI)HED TO

National Association of Architectural Metal Manufacturers (NAME)

National Fire Protection Association (NFPA)

National Woodwork Manufacturer s Association (WMA)

Woodwork Institute of America (WIA)

Architectural Woodwork Institute (AWI)

58. Perform all cutting and patching in a neat and workmanlike manner. Any existing finishes disturbed or damaged during the course of the work shall be repaired to match the existing in kind and finish.

59. No work defective in construction or quality or deficient in any requirements of drawings and specifications will be acceptable in consequence of owner's or architect's failure to discover or to point out defects or deficiencies during construction, nor will presence of inspectors on work relieve contractor from responsibility for securing quality and progress or work as required by contract.

Defective work revealed within required time guarantees shall be replaced by work conforming with intent of contract. No payments, whether partial or final, shall be construed as an acceptance of defective work or improper materials.

60. Material and workmanship specified by reference to number symbol, to title of a specification such as commercial standard, federal specifications, trade association standard, or other similar standard, shall comply with requirements in latest edition or revision thereof and with any amendments or supplements thereto in effect or date or origin of this project's contract documents. Such standards, except as though printed in contract documents.

61. Contractor shall wave ìcommon practiceî and ìcommon usageî as construction criteria wherever detail and contract documents or governing codes, ordinance, etc. require greater quantity or better quality than common practice or common usage would require.

62. Contractor shall order and schedule delivery of material in ample time to avoid delays in construction.

If an item is found to be unavailable, contractor shall notify architect immediately to allow architect a reasonable amount of time to select a suitable substitute.

63. If at any time before commencement of work, or during progress thereof, contractor's method, equipment or appliances are inefficient or inappropriate for securing quality of work or rate of progress intended by contract documents, owners may order contractor to improve their quality or increase their efficiency. This will not relieve contractor or his sureties from their obligation to secure quality of work and rate or progress specified in contract.

64. Place all studs, ceiling furring and framing members as required to avoid interference with location of casework, recessed lighting fixture, piping, ductwork and similar items.

65. With reference to ceiling, contractor shall coordinate with all trades involved and prepare composite shop drawings to insure clearances for fixtures, ducts, ceiling, etc. necessary to maintain the specified finish ceiling height above the finish floor as noted on the drawing. Clarify conflict with the Architect.

66. The COR will exercise sole authority for determining conformance of material, equipment and system with the intent of the design, review and acceptance of all items proposed by the contractor for incorporation into its work will be made by Architects. This function will apply both to contract as initially signed and to the changes to contract by modification during progress and work.

67. Reference to makes, brand, models, etc. is to establish type and quality desired, substitution of acceptance equals will not be permitted unless specifically noted otherwise when made accordingly to procedures for substitutions

68. The general contractor shall notify the COR in writing, or any deficiencies in base building work prior to the commencement of his work. Any unreported deficiencies will become the responsibility of the contractor to correct.

69. Utility outages shall be scheduled outside normal working hours for the affected occupancy unless otherwise indicated.

70. General Contractor shall prearrange with COR, owner and Architect all phasing of the work including demolition, delivery of material, construction, clean up, etc. General Contractor shall coordinate deliveries of material, elevator use, etc. with owner so as not to create conflict with other work or schedules within the building

71. The General Contractors shall verify that all construction documents are the latest issue and that all subcontractors have complete sets of the latest tissue of the construction documents prior to commencing with a portion of the work.

72. All work and material to accomplish designed work shall be stored within the demised space.

73. Just prior to the COR's occupancy of any phase of the work, the general contractor shall clean all surfaces of dust, debris, loose construction materials and equipment and leave all floors vacuum clean.

Remaining construction material and equipment, if any, shall be moved and temporarily secured in an area as directed by the National Park Service.

STRUCTURAL GENERAL NOTES

1. All structure is existing and label as ìEX.î.

2. All work and material to comply with the requirements of the 2015 International Building Code, and

The National Park Service Director's Orders.

3. Other design codes and standards:

a. ACI 318-98 Building Code requirements for reinforced concrete.

b. AISC specification for design, fabrication, and erection of structural steel for building, 9 th edition (1989, Revised 1995).

c. AWS D1.1-98 Structural Welding Code

d. ACI 530-95/ASCE 5-96 Building Code requirements for masonry structures.

4. Live Loads:

a. Typical Roof 30 PSF of drifting snow, whichever is greater

Snow Load Factors Pg = 30 PSF

Pf = 21 PSF

Ce = 0.7

I = 1.0

Ct = 1.0

b. Typical Floor 80 LL + 20 partition

c. Stairs 100 PSF and 300 pound concentrated load

d. Mechanical and Penthouse 100 PSF or machinery weight and 300 pound concentrated load

5. Structural Steel

a. All structural steel wide flange shapes shall conform to ASTM A572 grade 50. All structural steel angles, channel, and plate shall conform to ASTM A36, unless noted otherwise.

b. All structural steel tubing shall conform to ASTM A500, Grade B.

c. All welders, shop and field, shall be certified. Use E70XX electrodes only.

d. All steel exposed to weather in service shall receive an approval exterior paint system or shall be hot dip galvanized, unless otherwise noted.

e. Detailing, fabrication and erection shall be in accordance with AISC. Adequately brace all steel against lateral loads during erection.

f. Connection:

1.) Unless noted or detailed all beam connections shall be simple shear connections.

Where no reaction is provided the beam shall be assumed to carry 120% of allowable uniform load in KIPS for beams laterally supported as give in the AISC steel construction manual. All connections shall be designed for a minimum vertical reaction of 6 KIPS.

2.) Except as noted, all fasteners shall be æî diameter ASTM A325 bolts designed to act in bearing type connections with threads included.

3.) Clip angles and sheer plates used in connections shall have a minimum length and number of bolts as follows:

Beam Depth Min. Length (In.)

W8 5 Ω

W10 - W12 8 Ω

W14 - W16 11 Ω

W18 - W21 14 Ω

g. Web openings cut into any existing or new members shall be approved by structural engineer prior to cutting

6. Steel Stairs:

a. All steel stair stringers shall be continuous MC12 x 10.6 minimum, unless noted otherwise. Stringer shall be mitered and welded with full penetration welds.

b. Platform shall have a minimum 10 gage floor plates with L2 x 2 x ¼ minimum shelf angles on all unsupported sides. Platform plated shall have support spaced at 18 O.C. maximum. Supports shall be L2 ½ x 2 ½ x ¼ or WT3 x 4.25 minimum.

c. Tread and riser plates shall be 10 gage minimum.

d. Stairs shall be designed for a minimum live load of 100 PSF and 300 lb. point load.

7. Light Gauge Metal Framing:

a. Physical and structural properties of cold formed light steel members shall be calculated in accordance with the latest A.I.S.I. specification.

b. Light gage metal framing shall be manufactured by Dale Incor or Marino, equal or better.

c. Steel studs shall be 3 5/8 x 20 gauge (5x = 0.304 in ^3) spaced at 16 O.C., unless noted otherwise.

d. Provide bridging per manufacturer s recommendations.

8. Provided temporary bracing and sharing as required to maintain structural integrity of materials or assemblies. Do not remove temporary bracing or shoring until permanent structure is installed and completer. Contractor to submit for review, temporary shoring and bracing calculations and drawings prepared and signed and sealed by a registered professional engineer, licensed in the state of Maryland

9. All work necessary to support elements of the permanent construction that are not self supporting shall be provided by the contractor. These elements include but are not limited to all finishes, glazing, ceiling, partitions, equipment, piping, ductwork, and conduits. Support will include, but not be limited to framing, hangers, braces, anchors, connections, and the support there of attached to structural elements, unless specifically indicated otherwise.

Design of supports members including all anchors shall be prepared by a professional structural engineer, registered in the District of Columbia and shall by submitted by review by the COR along with elements(s) being supported.

10. Contractor shall field verify all dimensions prior to fabrication of structural components. Do not scale the drawings. These drawings are diagrammatic only, establishing relationship dimensional intent. Any ambiguities, or inconsistencies contained here, shall be reported to the COR at the earliest opportunity.

11. Contractor to coordinate all penetrations, including duct/pipe openings and core drilled holes between trades prior to demolitions and core drilling, submit a fully coordinated, dimensioned plan for approval by structural engineer and architect. Layout and dimensions typically indicated on MEP and Architectural drawings. See structural drawings for typical reinforcing details where required.

12. Reference architectural and MEP drawings for additional general noted, abbreviations, symbols and dimensions.

45. General Contractor and subcontractor shall coordinate the layout and exact location of all joints/connections/anchors, etc. with Architects in the field before proceeding with construction.

46. General Contractor is responsible for and shall provide protection for any and all existing finishes of the

Memorial.

47. Exercise extreme care and precaution during construction of the work to minimize disturbance to the operation of the Memorial and their occupants, property, public thoroughfares, etc. Contractor shall take precautions and be responsible for the safety of all building occupants from construction procedures.

48. Within five (5) days from contract date, prepare and submit and estimated progress schedule for the work with sub-schedules or related activities which may affect the progress.

49. Attachments, connections or fastening of any nature are to be properly secured in conformance with best practice and the contractor is responsible for improving them accordingly and to these conditions.

The drawings show only special conditions to assist contractor they do not illustrate every such detail.

50. The contractor shall continuously check architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. No allowance of any kind will be made for the contractor's negligence to foresee means of installing equipment into position inside structure

OF

AS-101

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E

T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service

M b i l i z a t i o n

P l a n

ENTRANCE STEPS

NORTH TERRACE

TIDAL BASIN

STATUARY

CHAMBER

STYLOBATE MALL

TERRACE MALL

SOUTH PLAZA

WEST

RING

ROAD

EAST

RING

ROAD

PORTICO

Main Construction, storage and delivery entrance

Existing East gate (bars, post and chains to remain).

PVC Coated chain link fence with screening to be maintained at entire time of construction project. Remove at end of contract. Maximum size of staging area shown on plan.

NPS to install minimum area required for proejct staging.

Coordinate w/ Contractor on final size of space.

Exsitng Roadway to remain and be protected from damage during entire project. Contractor to repair any damaged casued during project.

Limits of staging area.

Location of job site trailor if contractor choses to erect on site

Location of Portable toilets

Dumpster location

Construction Entrance

Gates

Construction Entrance

Gates

8'-0"w x 8'-0" h

Construction vehicle parking

Costruction Area for netting project. To be screened from pbulic at all times, See sheet A-

101 for information.

Travel path for contractors and equipment.

Travel path for contractors and equipment.

Designated Access route approved location for vehicle/temporary ramp/material lift access to constrruction site

Security gate entrance for all equipment, vehicles, deliveries, etc.

All items must be screened by Park

Police.

Exsitng Marble steps are off limits to contractor

Exsitng Marble steps are off limits to contractor

Site access Route Site access Route

S i t e a c c e s s

R u t e

S i t e a c c e s s

R o u t e

Existing Planting area to remain. Off- Limits to

Contractor

NORTH PLAZA

N

SCALE: 1" = 30'

Mobilization Plan

AS-101

General Notes

Legend

Limits of Construction

Site Access Route

PVC Coated Chain link fence with screening. 8'-0"

Tall.

PVC Coated Chain link gate with screening. 8'-0" Tall.

Screened Construction

Area. Provide PVC Coated

Chain link fence with screening. 8'-0" Tall.

Designated Access Route -

Approved location for vehicle/temporary ramp/Material equipment lift.

Temporary Job site trailor or dumpster.

Contractor Vehicle Parking

Portable Toilet

Existing Shrubbery to remain

Existing Tree or shrub to remain

Note: All chainlink fencing and screening systems to be supplied by and installed by

National Park Service. Contractor to coordinate size of temporary work site and timing of installation.

1. Contractor shall preserve and protect existing construction and site features at all times and to remain undamaged. Protecting shall be included but not necessarily be limited to location, flagging and protecting utilities, sprinklers, trees, shrubs, walls, sidewalks/curbs and roads from damage by means approved by the contractor’s officer and his representative.

2. Contractor shall verify location of all subsurface tie beams within fenced contraction area on east side of memorial. Construction equipment shall be prohibited from crossing over or being upon any subsurface tie beams.

3. Contractor shall maintain pedestrian access to Jefferson

Memorial from North, West, and South sides at all times.

4. Contractor’s use of cranes, hoists and similar equipment shall be restricted to the portions of the Stylobate mall or terrace mall within the construction zone or by obtaining approval be contracting officer or his representative.

5. Vehicle access to building from existing bituminous roadway over the terrace mall/Stylobate mall shall be restricted to designated access route. At the end of the contract, the area shall be restored to its original condition at the time of notice to proceed.

6. Temporary construction ramps, walks or construction hoist may be installed but shall be permitted only at the designated access route or as approved by contracting officer’s rep.

7. All chain link fencing and screening shall be provide by and installed by National Park Service. Contractor to coordinate with

NPS for exact size of space requirements and timing of installation.

OF

A-101

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E

T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service

M a i n

F l o o r

B a r r i c a d e

P l a n

4'-11"

4'-11"

A-201

A-201

A-201

Location of Debris netting area above. Install above cloumns into architrave.

Construction site barricade: 8'-0"

Tall chain link fence, PVC coated.

Provide Nylon mesh screening around the entire perimeter of columns at work area. Limit to work site on both east and west sides.

This work to be furnished and installed by NPS.

4'-0" x 8'-0" gate w/ screening to match barricade

Construction site barricade: 8'-0"

Tall chain link fence, PVC coated.

Provide Nylon mesh screening around the entire perimeter of columns at work area. Limit to work site on both east and west sides.

This work to be furnished and installed by NPS.

4'-0" x 8'-0" gate w/ screening to match barricade

Contractor must install 3/4" thick T&G plywood over marble floor in work area for the duration of the project.

Contractor must install 3/4" thick T&G plywood over marble floor in work area for the duration of the project.

Location of Debris netting area above. Install above cloumns into architrave.

N

SCALE: 1/16" = 1'-0"

Main Level Plan

A-101

General Notes

Legend

Limits of Construction

Site Access Route

PVC Coated Chain link fence with screening. 8'-0"

Tall.

PVC Coated Chain link gate with screening. 8'-0" Tall.

Screened Construction

Area. Provide PVC Coated

Chain link fence with screening. 8'-0" Tall.

Designated Access Route -

Approved location for vehicle/temporary ramp/Material equipment lift.

Temporary Job site trailor or dumpster.

Contractor Vehicle Parking

Portable Toilet

Existing Shrubbery to remain

Existing Tree or shrub to remain

1. Contractor shall preserve and protect existing construction and site features at all times and to remain undamaged. Protecting shall be included but not necessarily be limited to location, flagging and protecting utilities, sprinklers, trees, shrubs, walls, sidewalks/curbs and roads from damage by means approved by the contractor’s officer and his representative.

2. Contractor shall verify location of all subsurface tie beams within fenced contraction area on east side of memorial. Construction equipment shall be prohibited from crossing over or being upon any subsurface tie beams.

3. Contractor shall maintain pedestrian access to Jefferson

Memorial from North, West, and South sides at all times.

4. Contractor’s use of cranes, hoists and similar equipment shall be restricted to the portions of the Stylobate mall or terrace mall within the construction zone or by obtaining approval be contracting officer or his representative.

5. Vehicle access to building from existing bituminous roadway over the terrace mall/Stylobate mall shall be restricted to designated access route. At the end of the contract, the area shall be restored to its original condition at the time of notice to proceed.

6. Temporary construction ramps, walks or construction hoist may be installed but shall be permitted only at the designated access route or as approved by contracting officer’s rep.

7. All chain link fencing and screening shall be provide by and installed by National Park Service. Contractor to coordinate with

NPS for exact size of space requirements and timing of installation.

OF

A-102

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E

T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service

R e f l e c t e d

C e i l i n g

P l a n

A-102

19'-5" +/-19'-5" +/-

EQ 3'-2

1/2"

3'-2

1/2"

3'-2

1/2"

3'-2

1/2"

EQ

E Q

E Q

E Q

E Q

EQ 3'-2

1/2"

3'-2

1/2"

3'-2

1/2"

3'-2

1/2"

EQ

A-301

A-301

A-301

Exisitng Memorial structure.

11-7/8" Parallam Plus ledger to wrap entire perimeter of ceiling. Provide self-tappping masonry screws into grout joints

ONLY. Provide 3 screws per each joint.

See section for elevation height.

Existing Stone architrave beam

Ex. Stone Column.

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner. Mount on top of wood framing with stainless steel snap clips on 3/8" diameter ss perimeter cable through ss eye bolts lagged into top of wood frame.

Existing Stone architrave beam

Ex. Stone Column.

Exisitng Memorial structure.

11-7/8" Parallam Plus ledger to wrap entire perimeter of ceiling. Provide self-tappping masonry screws into grout joints

ONLY. Provide 3 screws per each joint.

See section for elevation height.

Existing Stone architrave beam

Ex. Stone Column.

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Existing Stone architrave beam

Ex. Stone Column.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner. Mount on top of wood framing with stainless steel snap clips on 3/8" diameter ss perimeter cable through ss eye bolts lagged into top of wood frame.

VIFVIF

V I F

V I F

NOTE: All framing members, hangers and anchors to be painted with 1 coat of Benjamin

Moor Alkyd Primer 366 and 2 coats of

Benjamin Moore, Aura Waterborne Exterior paint. Semi-gloss Finish. Color to be Silver

Satin OC-26.

A-102

19'-5" +/-19'-5" +/-

A-301

A-301

A-301

Debris netting set in parallam framing system. See enlarged plan for information.

Debris netting set in parallam framing system. See enlarged plan for information.

Existing Stone architrave beam

Ex. Stone Column.

Existing Stone architrave beam

Ex. Stone Column.

NOTE: All framing members, hangers and anchors to be painted with 1 coat of Benjamin

Moor Alkyd Primer 366 and 2 coats of

Benjamin Moore, Aura Waterborne Exterior paint. Semi-gloss Finish. Color to be Silver

Satin OC-26.

A-301

Existing Stone architrave beam

Ex. Stone Column.

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner. Mount on top of wood framing with stainless steel snap clips on 3/8" diameter ss perimeter cable through ss eye bolts lagged into top of wood frame.

Ex. Cornice/Gutter above

11-7/8" Parallam Plus Ledger. Install North and

South sides first, then East and West sides. Provide self-tappping masonry screws into grout joints ONLY.

Provide 3 screws per each joint. See section for elevation height.

Install (3) Titen HD self-tapping anchors only in corners and grout joints. 5/8" Diameter x 8" to attain 6" minimum embeddment. Typical of all anchors. Counter sink all anchors into ledger. DO NOT SET

ANCHORS IN FACE OF STONE.

Stainless Steel Joist hangers on all framing members.

Stainless Steel Joist hangers on all framing members.

NOTE: All framing members, hangers and anchors to be painted with 1 coat of Benjamin Moor Alkyd Primer 366 and 2 coats of

Benjamin Moore, Aura Waterborne Exterior paint. Flat Finish.

N

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

Enlarged Reflecting Ceiling Plan

A-102

SCALE: 1/16" = 1'-0"

Reflected Ceiling Plan

A-102

SCALE: 3/4" = 1'-0"

Corner Plan Detail

A-102

OF

A-201

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E

T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service x t e r i o r

E l e v a t i o n s

A-301

A-301

Location of netting system and structure at interior

Portico Ceiling. See

Section/details for more information.

Location of netting system and structure at interior

Portico Ceiling. See

Section/details for more information.

V

I F

Location of netting system and structure at interior

Portico Ceiling. See

Section/details for more information.

V

I F

A-301

Location of netting system and structure at interior

Portico Ceiling. See

Section/details for more information.

V

I F

A-301

SCALE: 1/16" = 1'-0"

North Elevation

A-201

SCALE: 1/16" = 1'-0"

East Elevation

A-201

SCALE: 1/16" = 1'-0"

West Elevation

A-201

OF

A-301

J e f f e r s o n

M e m o r i a l

P o r t i c o

C e i l i n g

N e t t i n g

S y s t e m

W e s t

P o t o m a c

P a r k

S

W

W a s h i n g t o n

D

C U

CONSULTANT/FIRM:

DESIGNED BY:

DRAWN BY:

CHK'D BY:

DWG NO.:

000000

JJC

JJC

SK

DATE:

03-20-15

0-000

DESCRIPTION

MARK SHEET

03/20/15

DATE

JJC

INITIAL

Division Review

RELEASE DATE / REVISION DATE:

S H

E

T

L E

SEAL:

03/30/15Div. Chief Review JJC

Written dimensions on these drawings shall have precedence over scale dimensions.

Contractor shall verify and be responsible for all dimensions and conditions on the job.

This office must be notified of any variations from the dimensions and conditions.

United States Department of the Interior

National Park Service

P r t i c o N e t t i n g

S e c t i o n s

A-301

A-3013

A-301

A-301

19'-5"

EQ 3'-1

1/2"

3'-2

1/2"

3'-2

1/2"

3'-2

1/2"

EQ

19'-5"

EQ 3'-2

1/2"

3'-2

1/2"

3'-2

1/2"

EQ

11-7/8" Parallam Plus ledger to wrap entire perimeter of ceiling.

Existing Stone architrave beam

Ex. Stone Pilaster

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner. Mount on top of wood framing with stainless steel snap clips on 3/8" diameter ss perimeter cable thourhg ss eye bolts lagged into top of wood frame.

Self-tapping masnorny anchors.

Titen HD, by Simpson. Anchor into masnroy joint only. (3) per joint.

Masonry Joint

Ex. Stone Pilaster

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner. Mount on top of wood framing with stainless steel snap clips on 3/8" diameter ss perimeter cable thourhg ss eye bolts lagged into top of wood frame.

11-7/8" Parallam Plus ledger to wrap entire perimeter of ceiling.

Self-tapping masnorny anchors.

Titen HD, by Simpson. Anchor into masnroy joint only. (3) per joint. Counter sink anchors when behind joists.

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Ex. Stone Pilaster

Ex. Stone Pilaster

Existing Stone architrave beam

Masonry Joint

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

Top of ColumnTop of Column

V

I F

V

I F

3'-2

1/2"

Joist Hanger anchored to ledger per manufact. req's.

Joist Hanger anchored to ledger per manufact. req's.

A-301

A-301

18'-9

3/4"

EQ EQ

11-7/8" Parallam Plus ledger to wrap entire perimeter of ceiling.

Existing Stone architrave beam

Ex. Stone Column.

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner. Mount on top of wood framing with stainless steel snap clips on 3/8" diameter ss perimeter cable thourhg ss eye bolts lagged into top of wood frame.

Self-tapping masnorny anchors.

Titen HD, by Simpson. Anchor into masnroy joint only. (3) per joint.

Masonry Joint

Joist Hanger anchored to ledger per manufact. req's.

Ex. Stone Pilaster beyond

Top of Column

V

I F

Stainless Steel snap clips.

Install per manf.

requriements to achieve loading capacity

Existing Stone architrave beam

Ex. Stone Column.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner.

11-7/8" Parallam Plus Ledger. Install

North and South sides first, then East and West sides. Provide self-tappping masonry screws into grout joints

ONLY. Provide 3 screws per each joint. See section for elevation height.

Install (3) Titen HD self-tapping anchors in corners and grout joints.

5/8" Diameter x 8" to attain 6" minimum embeddment. Typical of all anchors. Counter sink all anchors into ledger.

Stainless Steel Joist hangers on all framing members.

Stainless Steel Eye bolts. Min 1/2"x6" embedment into wood framing. Opening to be 3/4" dia. minimum. Run at 12" o.c.

min. Consult with Netting manufacturer for final loading and design requirements.

3/8" Dia. Stainless Steel permieter cable.

Masonry Grout Joint

Wood shims behind ledger board

11-7/8" Parallam joists at 6 equal spaces. Provide joist hangers at each end. NOTE ALL JOIST

LENGTHS ARE TO BE CUT

LONGER THAN SPAN TO

PROVIDE A COMPRESSION FIT

BETWEEN MARBLE BEAMS.

Existing Stone architrave beam

Ex. Stone Column.

11-7/8" Parallam blocking along center line. Between each joist typical. Provide joist hanger at each end.

Debris netting to be heavy duty, double stranded, nylon mesh, 2-1/2" square mesh paired with 3/8" knitted polyethylene mesh liner.

11-7/8" Parallam Plus Ledger. Install

North and South sides first, then East and West sides. Provide self-tappping masonry screws into grout joints

ONLY. Provide 3 screws per each joint. See section for elevation height.

Install (3) Titen HD self-tapping anchors in corners and grout joints.

5/8" Diameter x 8" to attain 6" minimum embeddment. Typical of all anchors. Counter sink all anchors into ledger.

Stainless Steel Joist hangers on all framing members.

Stainless Steel Eye bolts. Min 1/2"x6" embedment into wood framing. Opening to be 3/4" dia. minimum. Run at 12" o.c.

min. Consult with Netting manufacturer for final loading and design requirements.

3/8" Dia. Stainless Steel permieter cable.

Masonry Grout Joint

Wood shims behind ledger board

Stainless Steel snap clips.

Install per manf.

requriements to achieve loading capacity

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

Netting Longitudinal Section

A-301

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

Netting Cross Section

A-301

SCALE: 1" = 1'-0"

Ledger Section Detail

A-301

SCALE: 1" = 1'-0"

Joist/Blocking Section Detail

A-301