B08_Solicitation_SF_1442_Section_J_Attachment_2_Drawings.pdf

PDF 36 MB Posted Oct 12, 2021

Attached to: CHRI(SARI)-251127, Rehabilitate Salt River Visitor
Solicitation number: 140P2021R0158
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal solicitation to rehabilitate the Salt River Visitor Contact Station at Salt River Bay in the U.S. Virgin Islands. The solicitation number is 140P2021R0158 and is being conducted as a total small business set-aside. The work includes rehabilitating the visitor contact station building and site. A mandatory pre-proposal conference and site visit will be held on October 21, 2021 at 1pm Atlantic Standard Time at the project site as specified in clause 52.236-27 of the solicitation package. Interested parties should review the attached solicitation package for full requirements, specifications, response instructions and dates. The contracting agency is the Department of the Interior National Park Service National Office.

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File	Type	Posted
Sol_140P2021R0158_Amd_0002.pdf	PDF	Nov 12, 2021
AM_002_CHRI_251127_Pre-Bid_RFIs_0002.pdf	PDF	Nov 12, 2021
B09_140P2021R0158_AMENDMENT_001_0001.pdf	PDF	Oct 25, 2021
CHRI_251127_-_Prebid_Minutes_0001.pdf	PDF	Oct 25, 2021
Sol_140P2021R0158_Amd_0001.pdf	PDF	Oct 25, 2021
B08_Solicitation_SF_1442_Section_J_Attachment_1_SPECIFICATIONS.pdf	PDF	Oct 12, 2021
B08_Solicitation_SF_1442_Section_J_Attachment_3_Contract_Price_Schedule.pdf	PDF	Oct 12, 2021
B08_Solicitation_SF_1442_Section_J_Attachment_4_HAZARDOUS_MATERIALS_REPORTS.pdf	PDF	Oct 12, 2021
B08_Solicitation_SF_1442_Section_J_Attachment_6_Geotechnical_Report.pdf	PDF	Oct 12, 2021
Sol_140P2021R0158.pdf	PDF	Oct 12, 2021
B08_Solicitation_SF_1442_Section_J_Attachment_5_Geophysical_Survey_Report.pdf	PDF	Oct 12, 2021
B08_140P2021R0158.pdf	PDF	Oct 12, 2021
B08_Solicitation_SF_1442_Section_J_Attachment_7_General_Decision_Number_VI20210001.pdf	PDF	Oct 12, 2021
B08_Attachment_8_Proposal_Submission_Package.docx	DOCX document	Oct 12, 2021

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CONSTRUCTION DOCUMENTS

A/E FIRM

PRIME/ARCH:

LIOLLIO ARCHITECTURE

CHARLESTON, SC

MEP:

DWG INC.

MOUNT PLEASANT, SC

STRUCTURAL:

4SE

CHARLESTON, SC

Mark Sheet REVISION Date Initial QUALITY DESIGN CERTIFICATION Prepared in Accordance with Design

Variance from Design Development (Title I)

Development (Title I)

Approved by Superintendent on

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Project Manager Date

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION ISLAND TERRITORY

SOUTHEAST ST CROIX VIRGIN ISLANDS

SALT RIVER BAY

TITLE OF PROJECT

SHEET

PMIS/PKG NO.

SALT RIVER BAY NATIONAL HISTORICAL PARK

SALT RIVER BAY NATIONAL HISTORICAL PARK & ECOLOGICAL PRESERVE

NAME OF PARK

LOCATION WITHIN PARK

251127CIVIL + LANDSCAPE:

STANTEC

NORTH CHARLESTON, SC

REHABILITATE SALT RIVER VISITOR

CONTACT STATION

DRAWING NO.

170432

08/02/2021FINAL CONSTRUCTION DOCUMENTS

REHABILITATE VISITOR CONTACT STATION

SITE LOCATION

ST. CROIX

DOUGLAS

DENK

Digitally signed by

DOUGLAS DENK

Date: 2021.08.19 13:25:25 -06'00'

✔ 399-170432

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

251127

170432

1698/

:5 0:

:\U se rs \A ar on

\D oc um en ts \2

0_ N

I-V

C S_

D _C

_a ar on Q

N B5

rv t

G0.

PROJECT INFORMATION &

INDEX

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

A0. 01 ASSEMBLY TYPES

A0. 02 MOCK-UP PANEL (OPTION)

A0. 03 FINISH LEGEND & ROOM SCHEDULE

A0. 04 SIGNAGE SCHEDULE AND DETAILS

A1. 01 ARCHITECTURAL SITE PLAN (BASE)

A1. 02 DEMOLITION PLAN - LOWER LEVEL (BASE)

A1. 03 DEMOLITION PLAN - MAIN LEVEL (BASE)

A1. 04 OVERALL FLOOR PLAN - LOWER LEVEL (BASE)

A1. 05 OVERALL FLOOR PLAN - MAIN LEVEL (BASE)

A1. 06 OVERALL FLOOR PLAN - MAIN LEVEL (OPTION)

A1. 07 ENLARGED FLOOR PLANS (BASE)

A1. 08 ENLARGED FLOOR PLANS (OPTION)

A1. 09 FLOOR PATTERN PLAN (BASE)

A1. 10 FLOOR PATTERN PLAN (OPTION)

A1. 11 REFLECTED CEILING PLAN - LOWER LEVEL (BASE)

A1. 12 REFLECTED CEILING PLAN - MAIN LEVEL (BASE)

A1. 13 REFLECTED CEILING PLAN - MAIN LEVEL (OPTION)

A1. 14 ROOF PLAN (BASE)

A1. 15 ROOF PLAN (OPTION)

A2. 01 DEMOLITION ELEVATIONS (BASE)

A2. 02 OVERALL ELEVATIONS (BASE)

A2. 03 OVERALL ELEVATIONS (OPTION)

A2. 04 BUILDING "A" ELEVATIONS (BASE)

A2. 05 BUILDING "B" ELEVATIONS (BASE)

A2. 06 BUILDING "C" ELEVATIONS (OPTION)

A2. 07 BUILDING "D" & "E" ELEVATIONS (BASE)

A2. 08 BUILDING "F" & "G" ELEVATIONS (OPTION)

A3. 01 SITE SECTIONS (BASE)

A3. 02 SITE SECTIONS (BASE)

A3. 03 SITE SECTIONS (OPTION)

A3. 04 BUILDING SECTIONS

A3. 05 BUILDING SECTIONS (OPTION)

A3. 06 WALL SECTIONS

A3. 07 WALL SECTIONS

A3. 08 WALL SECTIONS (OPTION)

A4. 01 ENLARGED TOILET PLANS & ELEVATIONS

A5. 01 WALL BASE DETAILS

A5. 02 ROOF DETAILS

A5. 03 SECTION DETAILS

A5. 04 SECTION DETAILS

A6. 01 OPENING SCHEDULES & TYPES

A6. 02 SHUTTER DETAILS

A6. 03 DOOR DETAILS

A6. 04 DOOR DETAILS

A6. 05 INTERIOR DOOR & WINDOW SILL DETAILS

A6. 06 DOOR SILL DETAILS

A6. 07 WINDOW DETAILS

A6. 08 OPENING DETAILS

A6. 09 GATE AND RAILING DETAILS

A6. 10 GATE AND RAILING DETAILS

A7. 01 INTERIOR ELEVATIONS

A7. 02 CASEWORK DETAILS

A7. 03 CASEWORK DETAILS

Sheet Number Sheet Name

ARCHITECTURAL

G0. 00 COVER SHEET

G0. 01 PROJECT INFORMATION & INDEX

G0. 02 GRAPHIC SYMBOLS & ABBREVIATIONS

G0. 03 MOUNTING & CLEARANCE DIAGRAMS

G0. 04 EXISTING FLOOR PLAN - LOWER LEVEL

G0. 05 EXISTING FLOOR PLAN - MAIN LEVEL

G0. 06 EXISTING PLAN - ROOF

G0. 07 CODE REVIEW

G0. 08 ACCESSIBILITY PLAN (BASE BID)

G0. 09 ACCESSIBILITY PLAN (OPTION)

G0. 10 LIFE SAFETY PLANS (BASE BID)

G0. 11 LIFE SAFETY PLANS (OPTION)

GENERAL

DRAWING INDEX

CIVIL

C1. 01 PROJECT NOTES

C1. 02 PROJECT NOTES

C1. 03 EXISTING CONDITIONS

C2. 00 STAGING PLAN

C2. 01 DEMOLITION PLAN BASE BID

C2. 02 DEMOLITION PLAN - BID OPTION

C2. 03 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1

C2. 04 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2

C2. 05 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 - BID OPTION

C2. 06 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 - BID OPTION

C2. 07 EROSION AND SEDIMENT CONTROL DETAILS 1

C2. 08 EROSION AND SEDIMENT CONTROL DETAILS 2

C2. 09 EROSION AND SEDIMENT CONTROL DETAILS 3

C3. 00 OVERALL SITE PLAN

C3. 01 SITE ENLARGEMENT - BASE BID

C3. 02 SITE DIMENSION PLAN - BASE BID

C3. 03 SITE PLAN ENLARGEMENT - BID OPTION C

C3. 04 SITE PLAN - BID OPTIONS D, E, & F

C3. 05 SITE DIMENSION PLAN - BID OPTIONS D, E, & F

C3. 06 SITE DIMENSION ENLARGEMENT

C3. 07 SITE DETAILS 1

C3. 08 SITE DETAILS 2

C3. 09 SITE DETAILS 3

C3. 10 SITE DETAILS 4

C3. 11 SITE DETAILS 5

C3. 12 SITE DETAILS 6

C4. 01 GRADING AND DRAINAGE PLAN 1

C4. 02 GRADING AND DRAINAGE PLAN 2

C4. 03 GRADING AND DRAINAGE PLAN - BID OPTION

C4. 04 DRAINAGE PROFILES

C4. 05 DRIVEWAY PROFILE - BID OPTION E

C4. 06 DRAINAGE DETAILS 1

C4. 07 DRAINAGE DETAILS 2

C5. 01 UTILITY PLAN

C5. 02 UTILITY PROFILE 1

C5. 03 UTILITY PROFILE 2

C5. 04 UTILITY DETAILS 1

C5. 05 UTILITY DETAILS 2

C5. 06 UTILITY DETAILS 3

S0. 01 GENERAL NOTES

S1. 0 SLAB PLAN

S1. 0A SLAB PLAN DETAIL AREA B

S1. 0B SLAB PLAN DETAIL C

S1. 0C SLAB PLAN BLDGS. E & D

S1. 1 ROOF PLAN

S1. 1A ROOF PLAN DETAIL - BUILDING A

S1. 1B ROOF PLAN DETAIL - AREA B

S1. 1C ROOF PLAN DETAIL - BUILDINGS D & E

S1. 2 CONCRETE REPAIR PLAN

S1. 3 CONCRETE REPAIR PLAN DETAIL

S1. 4 BALCONY REPAIR PLAN

S2. 1 FOUNDATION / SLAB DETAILS

S2. 2 FOUNDATION / SLAB DETAILS

S2. 3 COURTYARD WALL PLAN DETAIL

S2. 4 FOUNDATION / SLAB DETAILS

S3. 1 ROOF FRAMING DETAILS

S3. 2 ROOF FRAMING DETAILS

S3. 3 ROOF FRAMING DETAILS

S3. 4 ROOF FRAMING DETAILS

S3. 5 ROOF FRAMING DETAILS

S5. 1 MASONRY DETAILS

S5. 2 CONCRETE WALL & COLUMN DETAILS

STRUCTURAL

Sheet Number Sheet Name

M0. 01 MECHANICAL NOTES & LEGENDS

M0. 02 MECHANICAL SCHEDULES

M0. 03 MECHANICAL DETAILS

M0. 04 MECHANICAL DETAILS

M1. 01 LOWER LEVEL MECHANICAL PLAN

M1. 02 MAIN LEVEL MECHANICAL PLAN

MECHANICAL

P0. 01 PLUMBING NOTES & LEGENDS

P0. 02 PLUMBING SCHEDULES

P0. 03 PLUMBING DETAILS

P1. 01 LOWER LEVEL DOMESTIC WATER PLAN

P1. 02 MAIN LEVEL DOMESTIC WATER PLAN

P1. 03 LOWER LEVEL SANITARY & VENT PLAN

P1. 04 MAIN LEVEL SANITARY & VENT PLAN

PLUMBING

E0. 01 ELECTRICAL NOTES & LEGENDS

E0. 02 ELECTRICAL LIGHTING CONTROL DETAILS

E0. 03 ELECTRICAL LIGHTING FIXTURE SCHEDULE

E0. 04 ELECTRICAL SCHEDULES AND DETAILS

E0. 05 ELECTRICAL SCHEDULES AND DETAILS

E0. 06 ELECTRICAL SCHEDULES AND DETAILS

E0. 07 ELECTRICAL SCHEDULES AND DETAILS

E0. 08 TELECOMMUNICATIONS RISER DIAGRAM

E0. 09 ELECTRICAL DETAILS

E0. 10 ELECTRICALGROUNDING DETAIL

E0. 11 ELECTRICAL RISER DIAGRAM - BASE BID

E0. 12 ELECTRICAL RISER DIAGRAM - BID OPTION A

E0. 13 ELECTRICAL PC MOUNTING DETAILS

E0. 14 LIGHTING PROTECTION DETAILS

E1.01 LOWER LEVEL ELECTRICAL DEMOLITION PLAN

E1. 02 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E1. 03 ELECTRICAL SITE PLAN

E2. 01 LOWER LEVEL POWER & TELECOM PLAN

E2. 02 FIRST FLOOR POWER & TELECOM PLAN

E2. 03 ROOF POWER & TELECOM PLAN

E3. 01 LOWER LEVEL LIGHTING PLAN

E3. 02 FIRST FLOOR LIGHTING PLAN

E4. 01 LOWER LEVEL SYSTEMS PLAN

E4. 02 FIRST FLOOR SYSTEMS PLAN

ELECTRICAL

Sheet Number Sheet Name

L1. 00 LANDSCAPE PLAN

L1. 01 LANDSCAPE ENLARGEMENT PLAN - BASE & BID OPTION A

L1. 02 LANDSCAPE ENLARGEMENT PLAN - BID OPTION B & C

L1. 03 LANDSCAPE NOTES AND SCHEDULE

L1. 04 LANDSCAPE DETAILS

LANDSCAPE

ALIGN

INSULATION (LOOSE OR BATT)

METAL

NON-FERROUS ALUMINUM

WOOD (FINISH)

WOOD (CONTINUOUS)

WOOD (BLOCKING)

INTERRUPTED MEMBER

STONE

CONCRETE

ACOUSTICAL TILE

CARPET

PLASTER WITH LATH

GYPSUM BOARD

INSULATION (RIGID)

GLASS (LARGE SCALE)

SAND OR GROUT

BRICK

CONCRETE MASONRY UNIT

PLYWOOD

REVISION REFERENCE

DESCRIPTION OF SIMILAR OR OPPOSITE

SHEET WHERE SHOWN

AREA TO BE DETAILED

SHEET WHERE SHOWN

DETAIL NUMBER

ELEVATION DESIGNATION

W.9

COLUMN GRIDS

ROOM

NAME

999999

ROOM NAME

DOOR TAGS

WINDOW TAG

CALLOUT

REFERENCE

SECTION

REFERENCE

Ref label

AXXX

SIM

AXXX

XXX

DOOR NUMBER

CONSTRUCTION

ELEVATION

REFERENCE

SHEET WHERE SHOWN

SECTION DESIGNATION

DESCRIPTION OF SIMILAR OR OPPOSITE

WINDOW TYPE

NOTES &

SYMBOLS

SHEET NOTE

MODIFIED AREA

DRAWING TITLE

MILLWORK

MILLWORK TAG

FNXXX

CWXXX

FURNITURE TYPE

ROOM TAG

ROOM NUMBER

AREA

COLUMN GRID LINE

GRID REFERENCE NUMBER

ALIGN WITH ESTABLISHED

SURFACES

FURNITURE TAG

FINISH

LEVEL MARKER

LEVEL IDENTIFICATION

FLOOR ELEVATION

CENTERLINE

FINISH

WALL FINISH

TAGS

FLOOR FINISH

TAG

FLOOR FINISH

TRANSITION

XX-01

XX-01 FINISH EXTENTS

WALL BASE FINISH

WALL FINISH

FINISH EXTENTS

WALL FINISH

ELEVATION FINISH

TAG FINISH

MILLWORK ABOVE

DRAWING NUMBER

DRAWING TITLE

SCALE

GRAPHIC SYMBOLS

SECTION INDICATIONS

BUILDING

ASSEMBLY

DESIGNATION

TOILET ACCESSORY

TYPEACCESSORY TAGS

WALL / ROOF / SLAB

CONSTRUCTION

SHEET WHERE SHOWN

CURTAINWALL /

STOREFRONT

TAG

CURTAINWALL /

STOREFRONT

TAG

XXX

SCALE:

A102 A101 1/8" = 1'-0" View Name

XXX.XXX

SIM

INTERIOR

ELEVATION

REFERENCE

XXXXX

SHEET NUMBER

INTERIOR ELEVATION DESIGNATION

ABREVIATIONS

ACCES ACCESSORY

ACOUS ACOUSTIC(AL)

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALT ALTERNATE

ALUM ALUMINUM

ANNUNC ANNUNCIATOR

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPL APPLIANCE

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

AVG AVERAGE

& AND

@ AT

BLDG BUILDING

BOLLD BOLLARD

BD BOARD

BLKG BLOCKING

B.O. BOTTOM OF

BRDLM BROADLOOM

BU BUILT UP

CAB CABINET

CPT CARPET

CEM CEMENT(ITIOUS)

CER CERAMIC

CI CONTRACTOR INSTALLED

CLG CEILING

COATG COATING

COILG COILING

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS(ATION)

CONTR CONTRACT(OR)

COV COVER

CMU CONCRETE MASONRY UNIT

CPT CARPET

CS CONTRACTOR SUPPLIED

CT CERAMIC TILE

D DEPTH

DBL DOUBLE

DEPT DEPARTMENT

DES DESIGN(ED)

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DSCON DISCONNECT

DWGS DRAWINGS

DWR DRAWER

EA EACH

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMBED EMBEDD(ED)(ING)

ENGR ENGINEER(ED)

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXPS EXPOSE(D)

EXT EXTERIOR

FAB FABRICATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FHV FIRE HOSE VALVE

FIN FINISH

FLDG FOLDING

FPLC FIREPLACE

FRT FIRE RETARDANT TREATED

FRMG FRAMING

FLR FLOOR(ING)

FURN FURNITURE

FRP FIBERGLASS REINFORCED PLASTIC

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

FXD FIXED

FXTR FIXTURE

RDR READER

RECES RECESSED

RECPT RECEPTACLE

REF REFER(ENCE)

REFL REFLECTED

REFR REFRIGERATOR

REQD REQUIRED

RESIS RESIST(ANT)(IVE)

REINF REINFORCE(D)(ING)(MENT)

RESIL RESILIENT

REV REVISION

RFG ROOFING

RM ROOM

RO ROUGH OPENING

SCR SCRIBE

SECUR SECURITY

SF SQUARE FEET

SGL SINGLE

SHORG SHORING

SIM SIMILAR

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRFR STOREFRONT

STRUCT STRUCTURAL

SURF SURFACE

SYS SYSTEM(S)

SYM SYMETRICAL

SUSP SUSPENDED

TBB TOP OF BOND BEAM

TEMP TEMPORARY

THK THICK

TLT TOILET

T.O. TOP OF

TRAF TRAFFIC

TRANS TRANSPARENT

TRTD TREATED

T&G TONGUE AND GROOVE

TYP TYPICAL

UNDRLAY UNDERLAYMENT

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VEH VEHICLE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W WIDTH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WS WATER STOP

WT WEIGHT

WTRPRF WATERPROOFING

GA GAUGE

GALV GALVANIZED

GIR GIRDER

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GFRP GLASS FIBER REINFORCED PLASTER

GL GLASS

GR GRAD(E)(ING)

GRD BM GRADE BEAM

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

H/C HANDICAPPED

HD HEAD

HDWD HARDWOOD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

INFO INFORMATION

INSTRUM INSTRUMENT(ATION)

INSUL INSULATION

INTLK INTERLOCK(ING)

INT INTERIOR

INFILTR INFILTRATION

JAN JANITOR

JT JOINT

KIT KITCHEN

LAV LAVATORY

LB POUND

LT LIGHT

LVLG LEVELING

LVR LOUVER

LVT LUXURY VINYL TILE

MAT'L MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MFD MANUFACTURED

MFR MANUFACTURER

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MLWK MILLWORK

MOIST MOISTURE

MOT MOTOR(IZED)

MTD MOUNTED

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OI OWNER INSTALLED

OPNG OPENING(S)

OPP OPPOSITE

OPR OPERABLE

ORNA ORNAMENTAL

OS OWNER SUPPLIED

OVFL OVERFLOW

OVHD OVERHEAD

PTN PARTITION

PEDTR PEDESTRIAN

PBD PARTICLE BOARD

PNL PANEL

POLYST POLYSTYRENE

PORT PORTABLE

PREFIN PREFINISHED

PREFAB PREFABRICATED

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLSTC PLASTIC

PLYWD PLYWOOD

PRTECN PROTECTION

PT PAINT

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

251127

170432

1698/

:5 0:

:\U se rs \A ar on

\D oc um en ts \2

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GRAPHIC SYMBOLS &

ABBREVIATIONS

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

O F

B O

M O

F R

N G

C E

O F

C O

O L

O F

O N

L 4"

O W

. O R

N S

O F

P O

F O

" M

B O

M O

F R

N G

S U

C E

" M

ILE

W / T

" T

42" MIN.

12" MAX.

54" MIN.

" M

38" MAX.

41" MAX.

" M

VERTICAL GRAB

BAR

18" MAX.

16" MIN.

24" MIN. 12" MIN.

36" MIN.

68" MIN.

" M

16" MIN. 36" MIN. 16" MIN.

8" MIN.

8" M

T-

48" MIN.

" M

KNEE & TOE CLEARANCE

" M

18" MIN.

FRONT APPROACH - PULL SIDE

" M

OPTION 2: 42" MIN.

OPTION 1: 36" MIN.

HINGE APPROACH - PULL SIDE

FRONT APPROACH - PUSH SIDE HINGE APPROACH - PUSH SIDE

" M

O F

" M

O F

H O

O K

P O

F W

" M

MOUNTING DIAGRAMS

CLEARANCE DIAGRAMS

67" MINIMUM

ALLOWABLE ENCROACH

OTHER FIXTURES NOT

ALLOWED WITHIN THIS

AREA

O M

O F

" M

FROM FINISH FACE OF WALL

60" MIN

16" - 18"

30" CLEAR MIN.

" C

ACCESSIBLE WATER CLOSET AND LAVATORY

" M

. A

" M

. A

" M

(ONLY W/ CLOSER &

LATCH, OTHERWISE 0")

BEYOND HINGE

22" MIN.

LATCH APPROACH - PULL SIDE

" M

24" MIN.

LATCH APPROACH - PUSH SIDE

24" MIN. 42

" M

+6 " W

/ C

+6 " W

/ C

+6 " W

/ C

< 2 7"

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

1698/

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\D oc um en ts \2

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MOUNTING & CLEARANCE

DIAGRAMS

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

1. REFERENCE ANSI ICC A117.1-2017 AND ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS (ABBAS).

2. MAXIMUM DIMENSIONS FOR SINK SHALL BE TO THE TOP EDGE OF SINK.

3. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN WALLS FOR

ACCESSORIES.

6 7

CISTERN

SUPERVISOR

ROOM

STORAGE

ACCESS HATCH ABOVE

OUTLINE OF BALCONY ABOVE

OPENING 45" X 95"; 8" AFF

CRAWLSPACE ACCESS

STORAGE

BATHROOM

OUTLINE OF BALCONY

ABOVE

OUTLINE OF BALCONY ABOVE

SIDEWALK

OUTLINE OF BALCONY

STRUCTURAL RIBS ABOVE

38" X 80" DOOR OPENING

OPENING 13" X 13" @ 18" AFF

OUTLINE OF BALCONY ABOVE

1 2 3 4 5

APARTMENT

STORAGE

PARTIAL HEIGHT WALL

KEY PLAN

B C

PARTITIONS

BELOW GRADE

SYMBOLS

LEGEND

EXISTING PARTITION PER BUILDING

ASSEMBLIES

CONSTRUCTION ABOVE

ARCHWAY ABOVE

REGIONS

DOWNSPOUTDS

HOSEBIBBHB

2 40 16

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

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EXISTING FLOOR PLAN -

LOWER LEVEL

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

SCALE: 1/8" = 1'-0"G0. 04

EXISTING FLOOR PLAN - LOWER LEVEL1

1. EXISTING DRAWINGS FOR REFERENCE ONLY.

2. GC TO FIELD VERIFY ALL EXISTING CONDITIONS DIMENSIONS.

3. ALL EXISTING OPENINGS, WINDOWS, AND DOORS HAVE WOOD

SHUTTERS.

W.I.C.

LAUNDRY

BATHROOM STOR.

TERRACE

OFFICE

BATHROOM

DINING & KITCHEN

LIVING AREA

STORAGE

OPEN TERRACE

OBSERVATION

TOWER

WATER

HEATER

BEDROOM

MASTER

BATHROOM

MASTER

BEDROOM

LIVING ROOM

BATHTUB

W.I.C.

6 7

KITCHEN

PANTRY &

STORAGE

HALLWAY

DINING AREA

UTILITY SINK

WATER HEATER

UNDER CABINET

DUTCH DOOR

W/ ARCH

TRANSOM

REF.

SIDEWALK

LAWN

BALCONY

TERRACE

RETAINING WALL

RETAINING WALL BELOW

VEGETATION BED BELOW

ALL OPENINGS HAVE

WOOD SHUTTERS

ON METAL STRAP

HINGES, TYP.

ROOF OVERHANG ABOVE;

1'-6" OFFSET

DRIVEWAY / PARKING;

SEE CIVL

VEGETATION

BED

VEGETATION

BED

1 2 3 4 5

6" CURB SURROUNDING

PLANT BEDS AND PARKING

VEGETATION

BED VEGETATION

BED

HBHB

DS DS

KEY PLAN

B C

PARTITIONS

BELOW GRADE

SYMBOLS

LEGEND

EXISTING PARTITION PER BUILDING

ASSEMBLIES

CONSTRUCTION ABOVE

ARCHWAY ABOVE

REGIONS

DOWNSPOUTDS

HOSEBIBBHB

2 40 16

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

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EXISTING FLOOR PLAN -

MAIN LEVEL

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

SCALE: 1/8" = 1'-0"G0. 05

EXISTING FLOOR PLAN - MAIN LEVEL1

1. EXISTING DRAWINGS FOR REFERENCE ONLY.

2. GC TO FIELD VERIFY ALL EXISTING CONDITIONS DIMENSIONS.

DS DS

KEY PLAN

B C

LEGEND

CLAY SHINGLE ROOF

DS DOWNSPOUT

ROOFS

SYMBOLS

2 40 16

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

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EXISTING PLAN - ROOF

08/02/2021

PUTNAM

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BOWMAN

SCALE: 1/8" = 1'-0"G0. 06

EXISTING PLAN - ROOF1

1. EXISTING DRAWINGS FOR REFERENCE ONLY.

2. GC TO FIELD VERIFY ALL EXISTING CONDITIONS DIMENSIONS.

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

251127

170432

1698/

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CODE REVIEW

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

CODE ANALYSIS

2018 International Existing Building Code (IEBC) 2018 International Building Code (IBC) 2018 International Energy Conservation Code (IECC)

2017 ANSI / ICC 117.1 (ANSI)

Architectural Barriers Act Accessibility Standards (ABAAS)

Online Reference:

https://codes.iccsafe.org/codes/i-codes https://www.access-board.gov/aba/

SCOPE NARRATIVE:

This project is a rehabilitation of the existing Visitor Contact Station (VCS) at Salt River Bay National Historical Park (SARI).

The VCS was substantially damaged by Hurricanes Maria in 2017 and has been inoperative since the storm.The scope of this project includes repairs and alterations to the existing building to meet current code requirements. All of the existing construction on the upper level (including walls, roof, all equipment, fixtures, etc.) is proposed to be demolished to the exisitng floor slab. The lower level exterior walls will remain and any cracks will be repaired. The existing cisterns will remain and will be reused for rainwater capture to support the rehabilitated plumbing system. The interior partitions of the lower level rooms will be demolished and existing plumbing and electrical devices will be capped or covered and abandoned in place.

Enclosed portions of the VCS will be reconstructed in the same location with reinforced masonry walls above existing foundations; these areas are noted as A, E, F, and G in the keyplan diagram. Areas B, C, and D, will be rebuilt in the same location as an open air pavilion. In areas where structural slabs span above the lower level (B, C, D, and E), the existing slabs will be strengthened with a reinforced gunite / shotcrete slab on the underside. The roof structure will be rebuilt with heavy timber joists and trusses, 2x treated wood decking, and plywood sheathing to meet structural requirements.

New mechanical systems will be provided in areas A, E, and F. New electrical, data, and IT systems will be provided throughout. A photovoltaic array is proposed for on-site power generation, with a 6 hour battery backup. The plumbing system will be reconfigured and new fixtures will be provided. Rainwater will be collected and piped into a potable water cistern;

additional stormwater collected from open air exhibit areas and the internal courtyard will be piped to a non-potable water cistern. Potable water will be used at sinks, collected, treated, and piped to the non-potable greywater cisterns. Non-potable greywater will be used to flush toilets. A new septic system will be provided for on-site sewage disposal.

This project will utilize the Prescriptive Compliance Method to satisfy the requirements of the IEBC. All reconstructed portions of the structure will comply with requirements for new construction under the 2018 IBC. All work on the lower level of the structure will be limited to minor repairs and maintenance.

2018 IEBC NOTES:

301.3.1 Prescriptive Compliance Method – Alterations, additions, and changes of occupancy complying with Chapter 5 of this code in buildings complying with the International Fire Code, shall be considered in compliance with the provisions of this code.

301.5 Compliance with Accessibility – Accessibility requirements for existing buildings shall comply with the 2009 edition of

ICC A117.1

Note – project is also subject to requirements of ABAAS. Where difference in requirement occurs, the most restrictive requirement has been applied.

302.3 Additional Codes – Alterations, repairs, additions, and changes of occupancy to existing buildings shall comply with applicable provisions of the International Energy Conservation Code, International Fire Code, International Plumbing Code, International Private Sewage Disposal Code, and NFPA 70. Where Provisions of the other codes conflict with provisions of this code, the provisions of this code shall take precedence.

302.4 Existing Materials – Materials already in use in a building in compliance with requirements or approvals in effect at the time of their erection or installation shall be permitted to remain in use unless determined by the building official to be unsafe.

302.5 New and replacement Materials – Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for repairs and alterations provided that unsafe conditions are not created.

302.6 Occupancy and Use – the occupancy and use of a building shall be determined in accordance with Chapter 3 of the International Building Code.

305.6 Accessibility of Alterations – A facility that is altered shall comply with the applicable provisions in Chapter 11 of the International Building Code, unless technically infeasible.

Exceptions:

1. The altered element or space is not required to be on an accessible route

2. Accessible means of egress required by Chapter 10 of the IBC are not required to be provided in exisitng facilities

305.7 Alterations affecting an area containing a primary function – Where an alteration affects the accessibility to, or contains an area of primary function, the route to the primary function area shall be accessible. The accessible route to the primary function area shall include toilet facilities and drinking fountains serving the area of primary function.

402.1 Repairs: Glazing in Hazardous Location – replacement glazing in hazardous locations shall comply with the safety glazing requirements of the IBC.

503.1 Prescriptive Compliance for Alterations – Except as provided by Section 302.4, 302.5 or this section, alterations to any building or structure shall comply with the requirements of the International Building Code for new construction. Alterations shall be such that the existing building or structure is not less complying with the provisions of the IBC than the existing building or structure was prior to the alteration.

2018 IBC NOTES:

302.1 Occupancy Classification

Primary: Assembly (A-3) (Most Restrictive) Business Educational Storage (S-2)

Table 504.3 Allowable Building Height = Occupancy A / B / E, Non-Sprinklered, Type IIIB = 55 feet

Actual building height = 16’ (Complies)

Table 504.4 Allowable Number of Stories Above Grade Plane = Occupancy A / B / E, Non-Sprinklered, Type IIIB = 2 Stories Actual number of stories = 2 (Complies

Table 506.2 Allowable area = Occupancy A-3 Non-Sprinklered, Type IIIB = 9,500 SF Actual area = 5,365 SF (gross) (Complies)

508.3.1 Non-separated occupancy classification – nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the non-separated occupancies shall apply to the total non-separated occupancy area.

2018 IBC NOTES (CONTINUED):

Table 509 Incidental Use separation – Stationary storage battery systems having an energy capacity greater than the threshold quantity specified in Table 1206.2 of the IFC shall provide 2 hour separation / protection in Group A occupancy.

Note – 2 HR fire separation to be provided at PV storage battery enclosure if batteries are included in final project scope.

Table 601 Fire Resistance Rating Requirements for Building Elements:

Type IIIB Construction:

Primary structural frame: 0 Exterior Bearing Walls: 2

See Exception from Table 602 Interior Bearing walls: 0 Nonbearing Exterior walls: 0 Nonbearing Interior walls: 0

Table 602 Fire Separation Distance: If separation distance > or = 30 feet no rating of exterior walls required for Group A

705.3 Buildings on the same lot – Exception 1: Two or more buildings on the same lot shall either be regulated as separate buildings or shall be considered as portions of one building if the aggregate area of such buildings is within the limits specified in Chapter 5 for a single building. Where the buildings contain different occupancy groups or are of different types of construction, the area shall be that allowed for the most restrictive occupancy or construction.

Table 705.8 Maximum area of exterior wall openings Building to be unsprinklered, with no opening protections Where fire separation distance > 30 feet, there is no limit

705.8.5 Vertical Separation of Openings – Openings in exterior walls in adjacent stories shall be separated vertically by 5 feet or more. Exception 1 – separation not required in buildings less than 3 stories.

720.2 Concealed Installation – insulating materials, where installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450.

803.13 Interior Finish Requirements based on Occupancy:

Occupancy Group A-3, nonsprinklered =

Class A for Interior Exit Stairways / ramps, exit passage ways, corridors, and enclosures for exit access stairways and ramps Class C for Rooms and Enclosed Spaces

903.2.1.3 Group A-3 – An automatic sprinkler system is required where one of the following conditions exist:

1. The fire area exceeds 12,000 SF

2. Actual area <12,000 SF

3. The fire area has an occupant load of more than 300

4. Actual occupant load <300

5. The fire area is located on a floor other than the level of exit discharge serving such occupancies

6. Does not apply; discharge is located on level of fire area NOTE – No Automatic sprinkler system is required or provided

907.2.1 Fire Alarm in Group A Occupancy – Fire alarm not required where occupancy < 300 people and occupant load is no more than 100 persons above or below the lowest level of exit discharge.

A fire Alarm system will be provided at NPS request.

918.1 Radio Coverage – Emergency responder radio coverage shall be provided in all new buildings in accordance with section 510 of the International Fire Code.

Table 1004.5 Maximum Floor Area per Occupant:

Assembly (exhibit gallery and museum) = 30 net = 145 occupants Assembly = 15 net = 33 occupants Business Areas = 150 Gross = 12 occupants Accessory Storage Areas, Mechanical Equipment Room = 300 Gross = 6 occupants Total = 196

1004.7 Outdoor Areas – Yards, patios, courts and similar outdoor areas accessible to and usable by the building occupants shall be provided with means of egress and the occupant load shall be assigned in accordance with the anticipated use.

Outdoor terrace areas to be calculated at 30 net as part of primary Assembly exhibit area occupancy.

1004.9 Posting of Occupant Load – Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place near the main exit from the space.

1005.3.2 Required Capacity Based on Occupant Load =

.3” / Occupant for stairways .2” / Occupant for other egress components

Table 1006.2.1 – Spaces with one exit Group A / E = if >49 occupants, 2 exits are required Group B = if >49 occupants, 2 exits are required Common Path of Travel for Unsprinklered Building =

Group A / E: where <30 occupants = 75 feet Group A / E / B: where >30 occupants = 75 feet Group B: where <30 occupants = 100 feet

1007.1 Two Exits or exit access doorways – where two exits are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them.

1009.1 Accessible means of egress – Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress is required by Section 1006.2 or 1006.3 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress.

1010.1.2.1 Direction of swing – Pivot or side hinged swinging doors/gates shall swing in the direction of egress where serving a room or area containing an occupant load of 50 or more.

2018 IBC NOTES (CONTINUED):

1010.2 Gates – Gates serving the means of egress system shall conform to the applicable requirements for doors

1015.6 Mechanical Equipment, systems, and devices – Exception: Guards are not required where personal fall arrest anchorage connector devices that comply with ANSI/ASSE Z 359.1 are installed.

Table 1017.2 Exit Access Travel Distance Group A / E / B occupancy without sprinkler system = 200 feet

1020.4 Dead ends – where more than one exit or exit access doorway is required, dead end corridors shall not exceed 20 feet.

1029.2 Assembly Main Exit – no main exit required as occupant load is less than 300.

1103.2.9 Equipment Spaces – Spaces frequented only by service personnel for maintenance, repair, or occasional monitoring of equipment are not required to be accessible.

1104 – Accessible route to be provided from parking are to all areas of facility

1106 – Accessible parking Where < 50 spaces provided, 2 accessible space required, 1 of which will be van accessible

1109.2.1 Family or assisted used toilet and bathing rooms – In assembly occupancies an accessible family or assisted use toilet room shall be provided where an aggregate of six or more male and female water closets is required.

Required number of fixtures = 3; no family / assisted toilet required.

2406.4.1 Safety Glazing – to be provided at windows and doors as required

2902 Minimum Plumbing Facilities Calculated Occupancy = 196 occupants = 98 Men / 98 Women Assembly (A-3) Requirements =

Water Closets = Men = 1 / 125 = 1 required Women = 1 / 65 = 2 required

Lavatories Men = 1 / 200 = 1 required Women = 1 / 200 = 1 required

Showers – Not Required Drinking Fountains

1 /500 Occupants = 1 required; note – accessible bottled water dispenser to be provided inside office / VCS to satisfy requirement.

Service Sink – 1 required

2018 IECC NOTES:

Table C301.1 Climate Zones – US Virgin Islands is Climate zone 1, Hot-Humid

C402.1 Prescriptive Building Envelope Requirements Roofs

Attic Insulation = R38 Walls (above grade)

Mass = R5.7 ci Walls (below grade) = no requirement Floors = no requirement Slab on grade floors

Unheated slabs = no requirement Opaque Doors

Nonswinging = R4.75

C402.4 Prescriptive Fenestration Requirements (Zone 1) Vertical Fenestration U Factor Requirements

Fixed fenestration = 0.50 Operable Fenestration = 0.65 Entrance Doors = 1.10

Solar Heat Gain Coefficient Projection Factor (PF) <.2 = 0.25 (SEW) or 0.33 (N)

0.2 </= PF < 0.5 = 0.30 (SEW) or 0.37 (N) PF >/= 0.5 = 0.4 (SEW or N)

C402.4.1 Maximum area – Maximum area of fenestration, not including opaque doors and opaque spandrel panels, shall not be greater than 30% of the gross above grade wall area.

C402.5.1 Air Barriers – A continuous air barrier shall be provided

C402.5.1.2.1 Air Barrier Materials – Cast in place concrete, or fully grouted masonry, or a Portland cement parge, or gypsum plaster having a thickness of not less than 5/8” shall satisfy the requirements for a continuous air barrier. Concrete masonry walls coated with either one coat of block sealer or two applications of a paint or sealer coating shall also satisfy requirements.

C402.5.7 Vestibules – Vestibules are not required in Climate Zone 1

C403 – Natural Ventilation – to be provided through operable fenestration

C503.1 Existing Buildings – Alterations shall comply with the requirements of Section C503 and the code for new construction. Alterations to an existing building, building system, or portion thereof shall conform to the provisions of this code as those provisions relate to new construction without requiring the unaltered portions of the exisitng building or building system to comply with this code.

6'6'

1 2 3 4 5

FEC

EXIT GATE WITH SIGNAGE

CLEAR WIDTH = 3'-10"

DOOR CAPACITY = 230

LOAD = 111

EXIT GATE WITH SIGNAGE

CLEAR WIDTH = 3'-10"

DOOR CAPACITY = 230

LOAD = 111

ACCESSIBLE PARK

ACCESSIBLE WALK

CLASSROOM

PAVILION

INTERPRETIVE

GALLERY

VISITOR

CONTACT

STATION

BREAK

AREA

STORAGE

JANITOR

MEN RR

WOMEN RR

FAMILY RR

STAIR & HANDRAIL - SEE

CIVIL DRAWINGS

TURN DOWN WALK.

SEE CIVIL DRAWINGS

FOR EXTENTS

FEC

RAMP AND HANDRAIL.

SEE NOTE 2

AED

1. ALL SLABS AND COURTYARD FINISHES TO COMPLY WITH AMERICAN

CONCRETE INSTITUTE RECOMMENDED SLOPES AND CROSS SLOPES.

2. ACI-117.1R14, 5.8.2.1 SPECIFIED DIMENSIONS FOR DESIGN AND CROSS-SLOPES

REQUIRED MAXIMUMS ARE THE FOLLOWING:

- THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER

THAN 1:25 (4.0% MAX). THE CROSS SLOPE OF WALKING SURFACES

SHALL NOT BE STEEPER THAN 1:66.6 (1.5% MAX).

- RAMPS RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN

1:13.3 (7.5% MAX)

- CROSS SLOPES OF RAMP RUNS AND 'LEVEL AREAS' SHALL NOT BE

STEEPER THAN 1:66.6 (1.5% MAX).

3. PROVIDE ABA TRANSITION THRESHOLDS AT AREAS THAT EXCEED THE

ALLOWABLE ELEVATION DIFFERENCE.

4. LOWER LEVEL EXISTING FLOOR FINISHES TO REMAIN

5. FLOOR ACCESS DOOR TO RECEIVE TILE FINISH

6. REFER TO CIVIL DRAWINGS FOR ALL FINISH GRADES

KEY PLAN

B C

LEGEND

ROOM NAME AND

ROOM NUMBER

FEC

FIRE EXTINGUISHER CABINETFIRE SAFETY

EXIT SIGN

FIRE EXTINGUISHER, BRACKET

MOUNTED

SYMBOLS ROOM NAME

ACCESSIBLE PATH

DOOR / EXIT APPROACH

" M

5' - 0" 4' - 0"

2 40 16

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

1/8" = 1'-0"

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ACCESSIBILITY PLAN (BASE

BID)

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

SCALE:A2. 02 G0. 08 1/8" = 1'-0"

1 ACCESSIBILITY PLAN - MAIN LEVEL (BASE BID)

6'6'

1 2 3 4 5

EXIT GATE WITH SIGNAGE

CLEAR WIDTH = 3'-10"

DOOR CAPACITY = 230

LOAD = 111

EXIT GATE WITH SIGNAGE

CLEAR WIDTH = 3'-10"

DOOR CAPACITY = 230

LOAD = 111

ACCESSIBLE PARK

ACCESSIBLE WALK

CLASSROOM

FEC

CONFERENCE

STORAGE

OFFICE

BREAK

AREA

302JANITOR

STORAGE

VISITOR

CONTACT

STATION

MAINTENANCE

STORAGE

MEN RR

WOMEN RR

FAMILY RR

RAMP AND HANDRAIL.

SEE NOTE 2

INTERPRETIVE

GALLERY

HANDRAIL AND STAIR -

SEE CIVIL DRAWINGS

AED

1. ALL SLABS AND COURTYARD FINISHES TO COMPLY WITH AMERICAN

CONCRETE INSTITUTE RECOMMENDED SLOPES AND CROSS SLOPES.

2. ACI-117.1R14, 5.8.2.1 SPECIFIED DIMENSIONS FOR DESIGN AND CROSS-SLOPES

REQUIRED MAXIMUMS ARE THE FOLLOWING:

- THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER

THAN 1:25 (4.0% MAX). THE CROSS SLOPE OF WALKING SURFACES

SHALL NOT BE STEEPER THAN 1:66.6 (1.5% MAX).

- RAMPS RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN

1:13.3 (7.5% MAX)

- CROSS SLOPES OF RAMP RUNS AND 'LEVEL AREAS' SHALL NOT BE

STEEPER THAN 1:66.6 (1.5% MAX).

3. PROVIDE ABA TRANSITION THRESHOLDS AT AREAS THAT EXCEED THE

ALLOWABLE ELEVATION DIFFERENCE.

4. LOWER LEVEL EXISTING FLOOR FINISHES TO REMAIN

5. FLOOR ACCESS DOOR TO RECEIVE TILE FINISH

6. REFER TO CIVIL DRAWINGS FOR ALL FINISH GRADES

LEGEND

ROOM NAME AND

ROOM NUMBER

FEC

FIRE EXTINGUISHER CABINETFIRE SAFETY

EXIT SIGN

FIRE EXTINGUISHER, BRACKET

MOUNTED

SYMBOLS ROOM NAME

ACCESSIBLE PATH

DOOR / EXIT APPROACH

" M

5' - 0" 4' - 0"

B C

KEY PLAN

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

1/8" = 1'-0"

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ACCESSIBILITY PLAN

(OPTION)

08/02/2021

Author

Checker

Designer

ASSEMBLY

(A3) OCCUPANCY

NET @ 30 SF

2,894 SF

(97) OCCUPANTS

STORAGE

(S1) OCCUPANCY

GROSS @ 300 SF

49 SF

(1) OCCUPANTS

CONTACT STATION

(B) OCCUPANCY

GROSS @ 150 SF

581 SF

(4) OCCUPANTS COURT

(A3) OCCUPANCY

NET @ 30 SF

1,426 SF

(48) OCCUPANTS

185 TOTAL OCCUPANTS THIS LEVEL

OPEN AIR STRUCTURE (EXHIBITION & INTERPRETIVE)

A C

C E

ACCESSIBLE PARK

ACCESSIBLE WALK

A C

C E

74|23075|230

70' - 0" MIN REQUIRED

70' - 2" SEPARATION DISTANCE

4|340

GREATEST DIAGONAL 134' - 5"

ASSEMBLY

(A3) OCCUPANCY

NET @ 15 SF

488 SF

(33) OCCUPANTS

BREAK ROOM

(B) OCCUPANCY

GROSS @ 150 SF

269 SF

(2) OCCUPANTS

FEC

AED

LEGEND

ROOM NAME, SF, AND

OCCUPANT LOAD

PRIMARY EGRESS

FEC

FIRE EXTINGUISHER CABINET

FIRE SAFETY

OCCUPANCY

TYPES

ASSEMBLY (A-3)

BUSINESS (B)

STORAGE (S-1)

EXIT SIGN

FIRE EXTINGUISHER, BRACKET

MOUNTED

SYMBOLS

ROOM NAME

XX SF

# OCC

XX | XXX

EXIT

LOAD | CAPACITY

2-HOUR RATED PARTITIONRATED WALLS

LIFE SAFETY AED AUTOMATED EXTERNAL DIFIBRILLATOR

& FIRST AID KIT

1. REFER TO SHEETS G 03 AND G 04 FOR ADDITIONAL NOTES, SYMBOLS AND

SCHEDULES.

2. PUBLIC ENTRY GATES SIGNAGE TO READ "THIS GATE TO REMAIN OPEN AND

UNLOCKED WHEN THIS SPACE IS OCCUPIED". PROVIDE GATE WITH THE ABILITY TO

LOCK IN OPEN & CLOSED POSITIONS.

3. GATES DESIGNATED AS EXITS REQUIRE PANIC DEVICE HARDWARE

4 PROVIDE AUTOMATED EXTERNAL DEFIBRILLATOR (AED) & WALL MOUNTED CABINET

IN BUILDING A (VISITOR CONTACT STATION) & BUILDING D/E (CLASSROOM) AS PART

OF BASED BID. PROVIDE AED IN BUILDING F (OFFICE) AS PART OF OPTION "I". BASIS

OF DESIGN FOR AED TO BE "HEARTSTART FRX" BY PHILIPS, MODEL #861304. BASIS OF

DESIGN WALL CABINET TO BE ALLIED MEDICAL PRODUCTS MODEL #AMP-14SQ-SR.

COORDINATE LOCATION WITH CONTRACTING OFFICER.

5 PROVIDE FIRST AID KIT IN BUILDING A (VISITOR CONTACT STATION), LAW

ENFORCEMENT OFFICE (ROOM #004) & BUILDING D/E (CLASSROOM) AS PART OF

BASED BID. PROVIDE FIRST AID KIT IN BUILDING F (OFFICE) AS PART OF OPTION "I".

BASIS OF DESIGN TO BE "LARGE, 50 PERSON KIT", MODEL # 91140 BY ACME. FIRST AID

KIT MUST MEET REQUIREMENTS OF ANSI Z308.1-2015 AND OSHA 1910.51b.

COORDINATE LOCAITON WITH CONTRACTING OFFICER.

KEY PLAN

B C

CISTERNS

NON-OCCUPIED SPACE

STORAGE

(S1) OCCUPANCY

GROSS @ 300 SF

424 SF

(2) OCCUPANTSMECHANICAL

(S1) OCCUPANCY

GROSS @ 300 SF

111 SF

(1) OCCUPANTS

6 OCCUPANTS THIS LEVEL

2 | 170

1 | 170

MECHANICAL

(S1) OCCUPANCY

GROSS @ 300 SF

169 SF

(1) OCCUPANTS

LAW ENFORCEMENT

(B) OCCUPANCY

GROSS @ 150

175 SF

(2) OCCUPANTS

2 | 170

1|170

2 40 16

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

As indicated

:5 2:

:\U se rs \A ar on

\D oc um en ts \2

0_ N

I-V

C S_

D _C

_a ar on Q

N B5

rv t

G0.

LIFE SAFETY PLANS (BASE

BID)

08/02/2021

PUTNAM

SCHIMPF

BOWMAN

SCALE: 3/32" = 1'-0"G0. 10

LIFE SAFETY PLAN - MAIN LEVEL1

SCALE: 3/32" = 1'-0"G0. 10

LIFE SAFETY PLAN - LOWER LEVEL2

6'6'

ASSEMBLY

(A3) OCCUPANCY

NET @ 30 SF

2,894 SF

(97) OCCUPANTS

STORAGE

(S1) OCCUPANCY

GROSS @ 300 SF

49 SF

(1) OCCUPANTS

COURT

(A3) OCCUPANCY

NET @ 30 SF

1,426 SF

(48) OCCUPANTS

190 TOTAL OCCUPANTS THIS LEVEL

FEC

OPEN AIR STRUCTURE (EXHIBITION & INTERPRETIVE)

A C

C E

ACCESSIBLE PARK

ACCESSIBLE WALK

A C

C E

76|23077|230

70' - 0" MIN REQUIRED

70' - 7" SEPARATION DISTANCE

36|170

4|340

GREATEST DIAGONAL 134' - 5"

STORAGE

(S1) OCCUPANCY

GROSS @ 300SF

184 SF

(1) OCCUPANTS

ADMINISTRATION

(B) OCCUPANCY

GROSS @ 150 SF

528 SF

(4) OCCUPANTS

CONTACT STATION

(B) OCCUPANCY

GROSS @ 150 SF

581 SF

(4) OCCUPANTS ASSEMBLY

(A3) OCCUPANCY

NET @ 15 SF

488 SF

(33) OCCUPANTS

BREAK ROOM

(B) OCCUPANCY

GROSS @ 150 SF

269 SF

(2) OCCUPANTS

FEC

4|170

AED

A C

C E

CISTERNS

NON-OCCUPIED SPACE

STORAGE

(S1) OCCUPANCY

GROSS @ 300 SF

424 SF

(2) OCCUPANTSMECHANICAL

(S1) OCCUPANCY

GROSS @ 300 SF

111 SF

(1) OCCUPANTS

6 OCCUPANTS THIS LEVEL

2 | 170

1 | 170

MECHANICAL

(S1) OCCUPANCY

GROSS @ 300 SF

169 SF

(1) OCCUPANTS

LAW ENFORCEMENT

(B) OCCUPANCY

GROSS @ 150

175 SF

(2) OCCUPANTS

2 | 170

LEGEND

ROOM NAME, SF, AND

OCCUPANT LOAD

PRIMARY EGRESS

FEC

FIRE EXTINGUISHER CABINET

FIRE SAFETY

OCCUPANCY

TYPES

ASSEMBLY (A-3)

BUSINESS (B)

STORAGE (S-1)

EXIT SIGN

FIRE EXTINGUISHER, BRACKET

MOUNTED

SYMBOLS

ROOM NAME

XX SF

# OCC

XX | XXX

EXIT

LOAD | CAPACITY

2-HOUR RATED PARTITIONRATED WALLS

LIFE SAFETY AED AUTOMATED EXTERNAL DIFIBRILLATOR

& FIRST AID KIT

1. REFER TO SHEETS G 03 AND G 04 FOR ADDITIONAL NOTES, SYMBOLS AND

SCHEDULES.

2. PUBLIC ENTRY GATES SIGNAGE TO READ "THIS GATE TO REMAIN OPEN AND

UNLOCKED WHEN THIS SPACE IS OCCUPIED". PROVIDE GATE WITH THE ABILITY TO

LOCK IN OPEN & CLOSED POSITIONS.

3. GATES DESIGNATED AS EXITS REQUIRE PANIC DEVICE HARDWARE

4 PROVIDE AUTOMATED EXTERNAL DEFIBRILLATOR (AED) & WALL MOUNTED CABINET

IN BUILDING A (VISITOR CONTACT STATION) & BUILDING D/E (CLASSROOM) AS PART

OF BASED BID. PROVIDE AED IN BUILDING F (OFFICE) AS PART OF OPTION "I". BASIS

OF DESIGN FOR AED TO BE "HEARTSTART FRX" BY PHILIPS, MODEL #861304. BASIS OF

DESIGN WALL CABINET TO BE ALLIED MEDICAL PRODUCTS MODEL #AMP-14SQ-SR.

COORDINATE LOCATION WITH CONTRACTING OFFICER.

5 PROVIDE FIRST AID KIT IN BUILDING A (VISITOR CONTACT STATION), LAW

ENFORCEMENT OFFICE (ROOM #004) & BUILDING D/E (CLASSROOM) AS PART OF

BASED BID. PROVIDE FIRST AID KIT IN BUILDING F (OFFICE) AS PART OF OPTION "I".

BASIS OF DESIGN TO BE "LARGE, 50 PERSON KIT", MODEL # 91140 BY ACME. FIRST AID

KIT MUST MEET REQUIREMENTS OF ANSI Z308.1-2015 AND OSHA 1910.51b.

COORDINATE LOCAITON WITH CONTRACTING OFFICER.

KEY PLAN

B C

SCALE:

SALT RIVER BAY NATIONAL HISTORICAL PARK

REHABILITATE SALT RIVER VISITOR CONTACT STATION

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

251127

170432

As indicated

:5 2:

:\U se rs \A ar on

\D oc um en ts \2

0_ N

I-V

C S_

D _C

_a ar on Q

N B5

rv t

G0.

LIFE SAFETY PLANS

(OPTION)

08/02/2021

PUTNAM

Checker

Designer

SCALE: 3/32" = 1'-0"G0. 11

LIFE SAFETY PLAN - MAIN LEVEL (Option)1

SCALE: 3/32" = 1'-0"G0. 11

LIFE SAFETY PLAN - LOWER LEVEL (OPTION)2

4\ ac tiv e\

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Pr or oc k, Jo hn

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AM B

Pr or oc k, "Camp Site"

40 30

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/0 8/

AM B

Pr or oc k, Jo hn

SCALE IN FEET

02040 40

40 30 o o o o

LDLD

LDLDLDLD

LD LD LD LD LD

LDLD

o o o o o o o o o o o o o o o o

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AM B

Pr or oc k, Jo hn

01530 30

40 30 o o o o

LDLD

LDLDLDLD

LD LD LD LD LD

LDLD

o o o o o o o o o o o o o o o o

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/0 8/

AM B

Pr or oc k, Jo hn

40 30 o o o o

LDLD

LDLDLDLD

LD LD LD LD LD

LDLD

o o o o o o o o o o o o o o o o

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Pr or oc k, Jo hn

40 30 o o o oX X X

X X

TS DCM PS

o o o o o o o o o o o o o o o o o o

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dw g

M B y:

Pr or oc k, Jo hn

40 30 o o o o

32 33

36 37

38 39

X X X

X X

TS DCM PS

o o o o o o o o o o o o o o o o o o

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Pr or oc k, Jo hn

40 30 o o o oX X X

X X

TS DCM PS

o o o o o o o o o o o o o o o o o o

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Pr or oc k, Jo hn

40 30 o o o o

32 33

36 37

38 39

X X X

X X

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o o o o o o o o o o o o o o o o o o

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dw g

M B y:

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OVERLAP

VARIES

WATTLE SLOPE PROTECTION

WATTLE JOINT DETAIL

STAKE DETAIL

2" M

WATTLE OVERLAP DETAIL

4\ ac tiv e\

9\ la nd

_d ev el op m en t\ dr aw in gs \s he et s\

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dw g

M B y:

Pr or oc k, Jo hn

NOT TO SCALE

WATTLE EROSION CONTROL DETAIL

SLOPE

INSTALLATION

EARTH ANCHOR

(EA) DETAIL

Drawing Not To Scale

Disclaimer:

The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance.

*NOTE:

In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs.

3"(7.5cm)

12"(30cm)

6" (15cm)

4"-6" (10 - 15cm)

Earth Anchor

Staples/Stakes

Sheet 1 of 2.

Drawn on: 03-07-11 5401 St. Wendel - Cynthiana Rd.

Poseyville, IN 47633

PH: 800-722-2040

www.nagreen.com

1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed.

2. Begin at the top of the slope by anchoring the HP-TRMs in a 6” (15

cm) deep x 6” (15cm) wide trench with approximately 12” (30 cm) of

HP-TRMs extended beyond the up-slope portion of the trench.

Anchor the HP-TRMs with a row of staples and anchors approximately 12” (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12” (30 cm) portion of

HP-TRMs back over seed and compacted soil. Secure HP-TRMs over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) apart across the width of the HP-TRMs.

3. Roll the HP-TRMs (A) down or (B) horizontally across the slope.

HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide.

4. The edges of parallel HP-TRMs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the HP-TRM type.

5. Consecutive HP-TRMs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap.

Staple through overlapped area, approximately 12"(30cm) apart across entire HP-TRM width.

Drawing Not To Scale

Disclaimer:

The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance.

A B

A B C

CRITICAL POINTS

A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope

Vertices

Load Bearing Plate

Tendon

Anchor Head (Load-Locked

Position)

Em be dm en t

(A s D es ign ed

NOTES:

* The performance of ground anchoring devices is highly dependent on numerous site/project specific variables. It is the sole responsibility of the project engineer and/or contractor to select the appropriate anchor type and length. Anchoring shall be selected to hold the mat in intimate contact with the soil subgrade and resist pullout in accordance with the project's design intent.

* Anchor Pattern Guide can vary based on earth anchor and blanket selection.

* If desired, the system can be soil-filled and sodded after TRM installation. Sod should be staples/staked according to plan specifications.

Earth Anchor Detail

Sheet 2 of 2.

2"-5" (5-12.5cm)

3.3' (1m)

6' (1.8m)

3' (0.9m)

4' (1.2m)

1.6' (0.5m)

2' (0.6m)

0.7 Anchors per SQ.YD.

(0.8 Anchors per SQ. M.)

A B

C D

2"-5" (5-12.5cm)

6' (1.8m)

3.3' (1m)

3' (0.9m)

3.3' (1m)

3.3' (1m)1.6'

(0.5m)

3' (0.9m)

1.5'(0.45m)

2"-5" (5-12.5cm)

1.15 Anchors per SQ.YD.

(1.35 Anchors per SQ. M.)

1.7 Anchors per SQ.YD.

(2.0 Anchors per SQ. M.)

2.3 Anchors per SQ.YD.

(2.7 Anchors per SQ. M.)

St ee p Sl op es

Sh al lo w

S lo pe s

Channel & Shoreline Slopes

2:1

3:1

1.6' (0.5m)

0.7 Anchors/SQ.YD.(0.8 Anchors/SQ. M.)

1.15 Anchors/SQ.YD.(1.35 Anchors/SQ. M.)

1.7 Anchors/SQ.YD.(2.0 Anchors/SQ. M.)

2.3 Anc

ho rs/

SQ.YD.(2

Anc ho rs/

SQ. M

.) 1:1

Drawn on: 03-07-11 5401 St. Wendel - Cynthiana Rd.

Poseyville, IN 47633

PH: 800-722-2040

www.nagreen.com

SLOPE

INSTALLATION

EARTH ANCHOR

(EA) DETAIL

*NOTE:

In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs.

1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed.

2. Begin at the top of the slope by anchoring the HP-TRMs in a 6” (15

cm) deep x 6” (15cm) wide trench with approximately 12” (30 cm) of

HP-TRMs extended beyond the up-slope portion of the trench.

Anchor the HP-TRMs with a row of staples and anchors approximately 12” (30 cm) apart in the bottom of the trench.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 12, 2021.