Attachment_1_VIIS_251144B_-_Drawings_Vol2.pdf

SITE LOCATION

U.S. VIRGIN

ISLANDS

BRITISH VIRGIN

ISLANDS

VIRGIN ISLANDS

NATIONAL PARK

SITE LOCATION

ST. JOHN

VIRGIN ISLANDS

NATIONAL PARK

SITE LOCATION

VISITOR CENTER

CONSTRUCTION DOCUMENTS

A/E FIRM

PRIME/ARCH:

LIOLLIO ARCHITECTURE

CHARLESTON, SC

MEP:

DWG INC.

MOUNT PLEASANT, SC

STRUCTURAL:

4SE

MOUNT PLEASANT, SC

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

Variance from Design Development (Title I)

OR

OR

Development (Title I)

Approved by Superintendent on

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Drawing No.

Project Manager Date

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION ISLAND TERRITORY

SOUTHEAST ST JOHNS VIRGIN ISLANDS

LIND POINT ROAD

TITLE OF PROJECT

SHEET

PMIS/PKG NO.

DRAWING NO.

U.S. VIRGIN ISLANDS

ST. JOHN

OF

VIRGIN ISLANDS NATIONAL PARK

VIRGIN ISLANDS NATIONAL PARK

NAME OF PARK

LOCATION WITHIN PARK

251144B

161-160151

CIVIL + LANDSCAPE:

STANTEC

NORTH CHARLESTON, SC

LIND POINT PROJECT

05/17/2021100% COMPLETE CONSTRUCTION DOCUMENTS

REPLACE OFFICE SPACE & HOUSING IMPACTED BY

HURRICANES IRMA AND MARIA - LIND POINT PROJECT

197 357

VOLUME 2Electrical Rev. Added 6/15/2021

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151

:5 :3

A M

C U se rs liz D o c u m e n ts N P S D S C U S V

IIS

R M S V E e m c o rr .r vt

G.

PROJECT INFORMATION &

INDEX - VOL. 2

05/17/2021

CORR

CLARK

CORR

M0. 01 MECHANICAL NOTES & LEGENDS

M0. 02 MECHANICAL SCHEDULES

M0. 03 MECHANICAL DETAILS

M0. 04 MECHANICAL DETAILS

M0. 05 MECHANICAL DETAILS

M1. 01 LOWER LEVEL MECHANICAL PLAN RMS

M1. 02 MAIN LEVEL MECHANICAL PLAN RMS

M1. 03 MAIN LEVEL ENLARGED MECHANICAL PLAN RMS

M1. 04 MECHANICAL ISOMETRIC

M2. 01 MECHANICAL PLAN 2BR

M3. 01 MECHANICAL PLAN 3BR

M4. 01 MECHANICAL PLAN GROUP

MECHANICAL

ELECTRICAL

E0. 01 ELECTRICAL NOTES

E0. 02 ELECTRICAL LEGENDS

E0. 03 ELECTRICAL SCHEDULES

E0. 04 ELECTRICAL DETAILS

E0. 05 ELECTRICAL DETAILS

E0. 06 ELECTRICAL DETAILS

E0. 07 ELECTRICAL DETAILS

E0. 08 ELECTRICAL DETAILS

E0. 09 LIGHTNING PROTECTION PLAN

E0. 10 ELECTRICAL SITE PLANS

E0. 11 MEDIUM VOLTAGE ONE LINE

E0. 12 SYSTEMS RISER DIAGRAMS

E0. 13 SYSTEMS RISER DIAGRAMS

E0. 14 TELE/COM RISER DIAGRAMS

E0. 15 TELE/COM RISER DIAGRAMS

E1. 01 ELECTRICAL RISER DIAGRAM RMS

E1. 02 ELECTRICAL SCHEDULES & DETAILS RMS

E1. 03 ELECTRICAL SCHEDULES & DETAILS RMS

E1. 04 ELECTRICAL SCHEDULES & DETAILS RMS

E1. 05 ELECTRICAL SCHEDULES & DETAILS RMS

E1. 06 LOWER LEVEL POWER & TELECOM PLAN RMS

E1. 07 MAIN LEVEL POWER & TELECOM PLAN RMS

E1. 08 LOWER LEVEL LIGHTING PLAN RMS

E1. 09 MAIN LEVEL LIGHTING PLAN RMS

E1. 10 ROOF POWER PLAN RMS

E1. 11 LOWER LEVEL SYSTEMS PLAN RMS

E1. 12 MAIN LEVEL SYSTEMS PLAN RMS

E1. 13 ENLARGED ELECTRICAL PLANS

E2. 01 ELECTRICAL RISER DIAGRAM 2BR

E2. 02 ELECTRICAL SCHEDULES & DETAILS 2BR

E2. 03 LOWER LEVEL POWER & TELECOM PLAN 2BR

E2. 04 MAIN LEVEL POWER & TELECOM PLAN 2BR

E2. 05 ROOF POWER PLAN 2BR

E2. 06 LOWER LEVEL LIGHTING PLAN 2BR

E2. 07 MAIN LEVEL LIGHTING PLAN 2BR

E2. 08 LOWER LEVEL SYSTEMS PLAN 2BR

E2. 09 MAIN LEVEL SYSTEMS PLAN 2BR

E3. 01 ELECTRICAL RISER DIAGRAM 3BR

E3. 02 ELECTRICAL SCHEDULES & DETAILS 3BR

E3. 03 LOWER LEVEL POWER & TELECOM PLAN 3BR

E3. 04 MAIN LEVEL POWER & TELECOM PLAN 3BR

E3. 05 ROOF POWER PLAN 3BR

E3. 06 LOWER LEVEL LIGHTING PLAN 3BR

E3. 07 MAIN LEVEL LIGHTING PLAN 3BR

E3. 08 LOWER LEVEL SYSTEMS PLAN 3BR

E3. 09 MAIN LEVEL SYSTEMS PLAN 3BR

E4. 01 ELECTRICAL RISER DIAGRAM GROUP

E4. 02 ELECTRICAL SCHEDULES & DETAILS GROUP

E4. 03 ELECTRICAL SCHEDULES & DETAILS GROUP

E4. 04 ELECTRICAL SCHEDULES & DETAILS GROUP

E4. 05 LOWER LEVEL POWER & TELECOM PLAN GROUP

E4. 06 MAIN LEVEL POWER & TELECOM PLAN GROUP

E4. 07 ROOF POWER PLAN GROUP HOUSING

E4. 08 LOWER LEVEL LIGHTING PLAN GROUP

E4. 09 MAIN LEVEL LIGHTING PLAN GROUP

E4. 10 LOWER LEVEL SYSTEMS PLAN GROUP

E4. 11 MAIN LEVEL SYSTEMS PLAN GROUP

PLUMBING

P0. 01 PLUMBING NOTES & LEGENDS

P0. 02 PLUMBING SCHEDULES

P0. 03 PLUMBING DETAILS

P0. 04 PLUMBING DETAILS

P1. 01 LOWER LEVEL DOMESTIC WATER PLAN RMS

P1. 02 MAIN LEVEL DOMESTIC WATER PLAN RMS

P1. 03 LOWER LEVEL SANITARY & VENT PLAN RMS

P1. 04 MAIN LEVEL SANITARY & VENT PLAN RMS

P1. 05 ROOF PLUMBING PLAN RMS

P2. 01 DOMESTIC WATER PLAN 2BR

P2. 02 LOWER LEVEL SANITARY & VENT PLAN 2BR

P2. 03 MAIN LEVEL SANITARY & VENT PLAN 2BR

P2. 04 ROOF PLUMBING PLAN 2BR

P3. 01 DOMESTIC WATER PLAN 3BR

P3. 02 LOWER LEVEL SANITARY & VENT PLAN 3BR

P3. 03 MAIN LEVEL SANITARY & VENT PLAN 3BR

P3. 04 ROOF PLUMBING PLAN 3BR

P4. 01 DOMESTIC WATER PLAN GROUP

P4. 02 LOWER LEVEL SANITARY & VENT PLAN GROUP

P4. 03 MAIN LEVEL SANITARY & VENT PLAN GROUP

P4. 04 ROOF PLUMBING PLAN GROUP

FIRE PROTECTION

FP0. 01 FIRE PROTECTION NOTES & LEGENDS

FP1. 01 MAIN LEVEL FIRE PROTECTION PLAN RMS

FP1. 02 MAIN LEVEL FIRE PROTECTION PLANS RMS

FP2. 01 FIRE PROTECTION PLANS 2BR

FP3. 01 FIRE PROTECTION PLANS 3BR

FP4. 01 FIRE PROTECTION PLANS GROUP

DRAWING INDEX

S0. 01 GENERAL NOTES

S1. 01 RMS (ARCHAEOLOGY) - FOUNDATION PLAN

S1. 02 RMS (ARCHAEOLOGY) - MAIN LEVEL SLAB PLAN

S1. 03 RMS (ARCHAEOLOGY) - ROOF FRAMING PLAN

S1. 04 SITE RETAINING WALL DETAIL

S1. 05 RMS (STORAGE) - FOUNDATION PLAN

S1. 06 RMS (STORAGE) - FIRST FLOOR SLAB PLAN

S1. 07 RMS (STORAGE) - ROOF FRAMING PLAN

S1. 08 RMS (ADMIN) - FOUNDATION PLAN

S1. 09 RMS (ADMIN) - LOWER LEVEL SLAB PLAN

S1. 10 RMS (ADMIN) - MAIN LEVEL SLAB PLAN

S1. 11 RMS (ADMIN) - ROOF FRAMING PLAN

S1. 12 RMS (ADMIN) - CLERESTORY FRAMING PLAN

S1. 13 RMS MECHANICAL YARD FOUNDATION PLAN

S1. 14 RMS MECHANICAL YARD SLAB & STAIR PLANS

S1. 15 RMS - WALL & FOUNDATION DETAILS

S1. 16 RMS - FOUNDATION - SLAB DETAILS

S1. 17 RMS - FOUNDATION - SLAB DETAILS

S1. 18 RMS - FOUNDATION-SLAB DETAILS

S1. 19 RMS - FOUNDATION -SLAB DETAILS

S1. 20 RMS - FOUNDATION DETAILS

S1. 21 RMS - SLAB DETAILS

S1. 22 RMS - FOUNDATION -SLAB DETAILS

S1. 23 RMS - SLAB DETAILS

S1. 24 RMS - SLAB DETAILS

S1. 25 RMS - SLAB DETAILS

S1. 26 RMS MECHANICAL YARD SECTIONS

S1. 27 RMS MECHANICAL YARD SECTIONS

S1. 28 RMS MECHANICAL YARD SECTIONS

S1. 29 RMS - ROOF FRAMING DETAILS

S1. 30 RMS - ROOF FRAMING DETAILS

S1. 31 RMS - ROOF FRAMING DETAILS

S1. 32 RMS - ROOF FRAMING DETAILS

S1. 33 RMS - ROOF FRAMING DETAILS

S1. 34 RMS - ROOF FRAMING DETAILS

S1. 35 RMS - ROOF FRAMING DETAILS

S1. 36 RMS - ROOF FRAMING DETAILS

S1. 37 RMS - ROOF FRAMING DETAILS

S2. 01 2BR - FOUNDATION PLAN

S2. 02 2BR - GROUND FLOOR SLAB PLAN

S2. 03 2BR - FIRST FLOOR SLAB PLAN

S2. 04 2BR - ROOF FRAMING PLAN

S2. 05 FOUNDATION DETAILS

S2. 06 FOUNDATION DETAILS

S2. 07 FOUNDATION/SLAB DETAILS

S2. 08 SLAB DETAILS

S2. 09 SLAB DETAILS

S2. 10 SLAB DETAILS

S2. 11 SLAB DETAILS

S2. 12 ROOF FRAMING DETAILS

S2. 13 ROOF FRAMING DETAILS

S2. 14 BREEZE BLOCK WALL DETAILS

S3. 01 3BR - FOUNDATION PLAN

S3. 02 3BR - GROUND FLOOR SLAB PLAN

S3. 03 3BR - FIRST FLOOR SLAB PLAN

S3. 04 3BR - ROOF FRAMING PLAN

S4. 01 GROUP - FOUNDATION PLAN

S4. 02 GROUP - GROUND FLOOR SLAB PLAN

S4. 03 GROUP - FIRST FLOOR SLAB PLAN

S4. 04 GROUP - ROOF FRAMING PLAN

S5. 01 MASONRY DETAILS

S5. 02 MASONRY DETAILS

STRUCTURAL

DESIGN CRITERIA:

CODES: IBC 2018/ ASCE 7-16

LIVE LOAD: ROOF..........................................................20 psf

FLOORS:

RESIDENCES..........................................40 psf RMS (TYPICAL).......................................80 psf RMS (ARCHIVES & COLLECTIONS).....125 psf

WIND LOAD: ASCE 7-16

RISK CATEGORY II

180 mph (SEA LEVEL)

210 MPH (W/ TOPOGRAPHIC FACTOR FROM FEMA P.2021)

EXPOSURE D

ENCLOSURE CLASSIFICATION: ENCLOSED

INTERNAL PRESSURE COEFFICIENT = ±0.18

COMPONENTS AND CLADDING PRESSURES:

ULTIMATE ASD

WALLS: TYPICAL......................... +112 psf/ -122 psf +67 psf/ -73 psf CORNERS...................... +112 psf/ -137 psf +67 psf/ -82 psf

ROOF (HOUSING): ZONE 1........................... +44 psf/ -131 psf +27 psf/ -79 psf (REF. ASCE 7-16 ZONE 2........................... +44 psf/ -144 psf +27 psf/ -86 psf FIGURE 30.3-5A) ZONE 2'.......................... +44 psf/ -176 psf +27 psf/ -105 psf

ZONE 3........................... +44 psf/ -159 psf +27 psf/ -95 psf ZONE 3'.......................... +44 psf/ -142 psf +27 psf/ -128 psf

ROOF (RMS): ZONE 1'.......................... +39 psf/ -111 psf +23.4 psf/ -66.6 psf (REF. ASCE 7-16 ZONE 1........................... +39 psf/ -162.5 psf +23.4 psf/ -97.5 psf FIGURE 30.3-2A) ZONE 2........................... +39 psf/ -214 psf +23.4 psf/ -128 psf

ZONE 3........................... +39 psf/ -265 psf +23.4 psf/ -159 psf

SEISMIC LOAD: IBC 2018/ ASCE 7-16

Sds = 0.996 Sd1 = 0.433

SEISMIC OCCUPANCY CATEGORY II

SITE CLASS C

IMPORTANCE FACTOR = 1.00

LATERAL FORCE RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS

SEISMIC DESIGN CATEGORY D

ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE PROCEDURE

FOUNDATIONS, WALLS, STRUCTURAL GROUND FLOOR SLABS ON GRADE & ELEVATED SLABS:

1. REFER TO GEOTECHNICAL REPORT AND ADDENDUMS BY JACA & SIERRA TESTING LABORATORIES, AND SPECIFICATIONS FOR REQUIREMENTS FOR SUBGRADE PREPARATION, PRIOR TO INSTALLATION OF

FOUNDATIONS AND SLABS.

2. FOUNDATIONS DESIGNED USING AN ALLOWABLE BEARING CAPACITY OF 2500 psf. FOUNDATIONS ARE TO BEAR ON WEATHERED ROCK. SEE EARTHWORK SPECS. & GEOTECHNICAL REPORT & ADDENDUM 3 FOR REQUIREMENTS. AT LOCATIONS WHERE WEATHERED ROCK IS ENCOUNTERED AT THE SUBGRADE LEVEL, EXCAVATE DOWN TO FOUNDATION BEARING LEVELS. FOUNDATIONS TO BEAR ON WEATHERED ROCK.

3. WHERE CONDITIONS REQUIRE THAT BUILDINGS LIE OVER & MUST BEAR ON BOTH WEATHERED ROCK AND NEW FILL, ADDENDUM 3 OF THE GEOTECHNICAL REPORT REQUIRES THAT THERE BE A MINIMUM 2 FOOT LAYER OF NEW FILL MATERIAL BENEATH ALL FOOTINGS. THIS MAY REQUIRE ADDITIONAL

EXCAVATION OF WEATHERED ROCK. PROVIDE UNIT PRICES FOR ADDITIONAL EXCAVATION AND

ADDITIONAL COMPACTED FILL. SEE SPECIFICATIONS.

4. SINCE EXCAVATIONS THROUGH WEATHERED ROCK ARE PLANNED, HYDRAULIC FRACTURING EQUIPMENT MAY BECOME NECESSARY. THE CONTRACTOR SHOULD HAVE KNOWLEDGE, SUITABLE EQUIPMENT AND

PREVIOUS EXPERIENCE DEALING WITH THIS TYPE OF ROCK FORMATION.

5. PROVIDE 4 INCHES OF COMPACTED CLEAN SAND OR GRAVEL BENEATH ALL SLABS ON GRADE. SEE

GEOTECHNICAL REPORT. PROVIDE VAPOR BARRIER BENEATH SLABS ON GRADE. SEE CONCRETE

SPECIFICATIONS.

6. CONCRETE FOR FOUNDATIONS, WALLS, STRUCTURAL SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE A MINIMUM 28- DAY COMPRESSIVE STRENGTH OF 4000 psi, SHALL BE NORMAL WEIGHT & SHALL

HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.45. CONCRETE CONSTRUCTION SHALL BE IN

ACCORDANCE WITH THE REQUIREMENTS OF ACI 301. SUBMIT PROPOSED MIX DESIGNS FOR APPROVAL

PRIOR TO CASTING FOUNDATIONS AND OTHER CONCRETE WORK.

7. CONCRETE FOR WALLS AND SLABS OF CISTERNS SHALL CONTAIN AN INTEGRATED CEMENTITIOUS

CRYSTALLINE WATERPROOF ADMIXTURE TO MAKE CONCRETE IMPERMEABLE TO WATER. SEE

SPECIFICATIONS.

8. FOUNDATIONS, INCLUDING FOOTINGS, AND THICKENED SLAB FOUNDATIONS, SHALL BE SIDE FORMED.

9. AT CONSTRUCTION JOINTS FOR FOUNDATIONS, ALL REINFORCEMENT SHALL EXTEND THROUGH JOINT TO MEET SPLICE LENGTH REQUIREMENTS. PROVIDE SHEAR KEY AND ROUGHENED SURFACE. GC SHALL SUBMIT PLACING PLAN SHOWING PROPOSED JOINT LOCATIONS FOR REVIEW PRIOR TO CONSTRUCTION.

SEE SPECIFICATIONS.

10. CONSTRUCTION & CONTRACTION JOINTS IN CONCRETE WALLS SHALL BE LOCATED TO ALIGN W/ STUCCO JOINTS. JOINT LOCATIONS ARE SHOWN ON PLANS. COORDINATE W/ ARCHITECTURAL DRAWINGS. GC SHALL SUBMIT A PLACING PLAN SHOWING JOINT LOCATIONS FOR REVIEW PRIOR TO CONSTRUCTION.

SEE SPECIFICATIONS.

11. CONSTRUCTION JOINTS IN CONCRETE SLABS & BEAMS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SLAB OR BEAM SPAN. GC SHALL SUBMIT A CONCRETE PLACING PLAN SHOWING PROPOSED LOCATIONS

OF JOINTS FOR REVIEW PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS.

12. CONTROL JOINTS FOR TYPICAL SLABS ON GRADE SHALL BE FORMED BY SAW CUTTING 1/8" WIDE x 1/3 DEPTH OF SLAB AT LOCATIONS SHOWN. CONTROL JOINTS SHALL BE CUT AS SOON AFTER FINISHING

SLAB AS POSSIBLE WITHOUT DISLODGING THE AGGREGATE.

13. JOINTS IN SLABS ON GRADE AT CISTERN TO BE DETAILED AS SHOWN ON DRAWINGS. GC TO SUBMIT CONCRETE PLACING PLAN SHOWING LOCATIONS OF PROPOSED JOINTS PRIOR TO CONSTRUCTION, SEE

SPECIFICATIONS.

FOUNDATIONS, WALLS, STRUCTURAL GROUND FLOOR SLABS ON GRADE & ELEVATED SLABS (cont.):

14. SOME DETAILS ARE SHOWN W/ AN ASSUMED PLACING SEQUENCE. GC MAY CHOOSE TO ALTER THE PLACING SEQUENCE TO FACILITATE THE WORK & MAY NEED TO ALTER THE DETAILS AS DRAWN. IN THOSE CASES, GC TO SUBMIT ALTERNATE PLACING SEQUENCE & PROPOSED DETAILS FOR REVIEW

PRIOR TO CONSTRUCTION.

15. REINFORCING SHALL COMPLY WITH ASTM SPECIFICATION A615, GRADE 60. FOUNDATION REINFORCING SHALL EXTEND TO WITHIN 3 INCHES OF FAR FACE OF INTERSECTING FOUNDATION. ALL TOP BARS IN STRUCTURAL GROUND FLOOR SLABS AND TOP BARS IN FOUNDATIONS SHALL TERMINATE IN A STANDARD

90 DEGREE HOOK.

16. SPLICE LENGTHS FOR REINFORCING SHALL BE AS FOLLOWS:

HORIZONTAL BARS VERTICAL BARS

#4 BARS.......2'-0" #5 BARS.......2'-0"

#5 BARS.......2'-6" #6 BARS.......2'-7"

#6 BARS.......3'-4" #7 BARS.......3'-6"

#7 BARS.......4'-0"

17. WITH THE EXCEPTION OF OPENINGS NOTED IN NOTE 17, ALL OPENINGS IN FLOOR SLABS & WALLS SHALL

BE FORMED IN WHEN THE CONCRETE ELEMENTS ARE CAST OR MASONRY ELEMENTS ARE BUILT.

OPENINGS SHALL NOT BE DRILLED OR CUT. MOST OPENINGS ARE NOT SHOWN IN STRUCTURAL DRAWINGS.

COORDINATE OPENING LOCATIONS & SIZES W/ ARCHITECTURAL & MEP DRAWINGS. SEE DETAILS SHEETS S2.08, S5.01, & S5.02 FOR SPECIAL OPENING REINFORCING REQUIREMENTS. GC SHALL SUBMIT SLAB PLANS & WALL ELEVATIONS SHOWING WALL OPENING LOCATIONS & SIZES, W/ ADDITIONAL REINFORCING FOR

REVIEW PRIOR TO CONSTRUCTION.

18. ROUND OPENINGS IN WALLS OR SLABS THAT ARE LESS THAN 4" DIAMETER & LOCATED MORE THAN 16" ON CENTER MAY BE FIELD DRILLED. TAKE REQUIRED PRECAUTIONS TO AVOID CUTTING REINFORCING.

DRILLED OPENINGS SHALL BE SHOWN ON PLANS & WALL ELEVATIONS REQUIRED BY NOTE 16.

STEEL:

1. STRUCTURAL STEEL WIDE FLANGE SECTIONS, AND BASE PLATES FOR COLUMNS SHALL COMPLY WITH

ASTM SPECIFICATION A992 OR A572, GRADE 50.

2. ALL OTHER STRUCTURAL STEEL SHAPES AND PLATES SHALL COMPLY WITH ASTM SPECIFICATION A36, UNLESS NOTED OTHERWISE.

3. COLD FORM STRUCTURAL STEEL TUBE SHAPES SHALL COMPLY WITH ASTM SPECIFICATION A500, GRADE B.

4. WELDING SHALL COMPLY WITH AWS CODE D1.1 AND SHALL BE PERFORMED BY CERTIFIED

WELDERS.

5. STRUCTURAL STEEL FRAMING AND BOLTS FOR RMS BUILDINGS SHALL BE HOT-DIP GALVANIZED.

GALVANIZING SHALL BE NON-QUENCHED TO ALLOW FOR PAINT ADHESION.

6. ANCHOR BOLTS (RODS) FOR COLUMNS SHALL BE PROVIDED WITH A NUT AND WASHER AT THE EMBEDDED END AND SHALL CONFORM TO ASTM SPECIFICATION F1554. RODS SHALL BE WELDABLE AND SHALL BE

GALVANIZED. SEE BASE PLATE DETAILS FOR GRADES.

7. BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL CONFORM TO ASTM SPECIFICATION A325 AND SHALL BE GALVANIZED. FOR TYPICAL CONNECTIONS, TYPE N BOLTS (ASTM A325) IN BEARING TYPE CONNECTIONS TIGHTENED TO MEET SNUG TIGHT REQUIREMENTS PER AISC MANUAL OF STEEL CONSTRUCTION SHALL BE

USED.

8. FRAME OPENINGS AT ROOF LEVEL FRAMING NOT DETAILED ELSEWHERE, AND ALL OPENINGS GREATER THAN 12" x 12", WITH L3 1/2 x 3 1/2 x 5/16 AT ALL FOUR SIDES OF OPENING. AT MECHANICAL OR OTHER EQUIPMENT SUPPORTS NOT DETAILED ELSEWHERE, PROVIDE L3 1/2 x 3 1/2 x 5/16 BENEATH ALL UNIT CURBS, SUPPORTS FOR PV SYSTEM, AND AT ALL EDGES OF OPENINGS FOR DUCTWORK. CONNECT ANGLES TO EACH OTHER AND TO STEEL FRAMING WITH A MINIMUM OF 4 INCHES OF 3/16 INCH FILLET WELD.

10. TYPICAL FLOOR DECK FOR ROOF OF RMS STORAGE BUILDING SHALL BE GALVANIZED COMPOSITE DECK, WITH A 1 1/2 INCH x 6 INCH CORRUGATION PATTERN, 18 GAGE, AND SHALL HAVE THE FOLLOWING MINIMUM

SECTION PROPERTIES:

S = 0.311 in3/ft.

I = 0.272 in4/ft.

DECK SHALL BE CONTINUOUS OVER THREE SPANS MINIMUM, AND SHALL BE ATTACHED AT EACH SUPPORT AT EACH FLUTE WITH No.12 SCREWS, TO SUPPORTS AT EDGES OF FLOOR PARALLEL TO DECK SPAN WITH No. 12 SCREWS AT 4 INCHES ON CENTER, AND AT SIDELAPS WITH 7 No. 10 SCREWS PER SPAN OF DECK

BETWEEN SUPPORTS.

11. ROOF DECK FOR REMAINDER OF RMS BUILDINGS SHALL BE GALVANIZED, WITH A 1 1/2 INCH x 6 INCH CORRUGATION PATTERN, 18 GAGE, TYPE B, AND SHALL HAVE THE FOLLOWING MINIMUM SECTION

PROPERTIES:

S = 0.289 in3/ft.

I = 0.318 in4/ft.

DECK SHALL BE CONTINUOUS OVER THREE SPANS MINIMUM, WHERE POSSIBLE, AND SHALL BE ATTACHED AT EACH SUPPORT AT EACH FLUTE WITH 2-No. 12 SCREWS, TO SUPPORTS AT EDGES OF ROOF PARALLEL TO DECK SPAN WITH No. 12 SCREWS AT 4 INCHES ON CENTER, AND AT SIDELAPS WITH 8 No. 10 SCREWS

PER SPAN OF DECK BETWEEN SUPPORTS.

12. CONCRETE FOR COMPOSITE ELEVATED SLABS AT RMS STORAGE BUILDING SHALL BE NORMAL WEIGHT CONCRETE AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 psi.

13. BRACED FRAMES SHOWN ARE PART OF THE SEISMIC LATERAL LOAD RESISTING SYSTEM AND AS SUCH MUST BE DETAILED, WELDED, AND INSPECTED PER THE REQUIREMENTS OF AISC 341. BRACED FRAMES

ARE CATEGORIZED AS ORDINARY BRACED FRAMES (OBF).

14. MISCELLANEOUS STEEL ANGLES, PLATES, ETC., REQUIRED FOR SUPPORT AT EDGES OF ROOF, SOFFITS

AND FASCIAS, AND OTHER ARCHITECTURAL ITEMS MAY NOT BE SHOWN ON THE STRUCTURAL

DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED ITEMS, THEIR CONNECTIONS, AND

ASSOCIATED DETAILING.

GENERAL NOTES

STEEL (cont.):

15. ALL METAL STUDS, CONNECTIONS, LINTELS, BRIDGING, BRACING, AND THE METAL STUD SYSTEM AS A WHOLE SHALL BE DESIGNED BY THE METAL STUD DESIGNER FOR APPLICABLE LATERAL LOADS AND VERTICAL LOADS AS LISTED UNDER "DESIGN CRITERIA" ON THIS SHEET AND AS DISCUSSED IN THE SPECIFICATIONS. METAL

STUD SIZES AND SPACINGS SHALL BE AS SHOWN IN THE ARCHITECTURAL DRAWINGS.

16. WHERE ADHESIVE ANCHORS ARE REFERRED TO ON THE DRAWING, ANCHORS ARE SPECIFIED AT LOCATIONS ARE ANCHORING TO EITHER CONCRETE OR MASONRY CONSTRUCTION. ALL ANCHORS TO BE INSTALLED

PER MANUFACTURER'S INSTRUCTIONS AND SHALL BE GALVANIZED.

ACCEPTABLE MANUFACTURERS INCLUDE:

- HILTI

- SIMPSON STRONG-TIE

- DEWALT

A) AT LOCATIONS WHERE ANCHORS ARE ANCHORING TO MASONRY CONSTRUCTION, ANCHORS SHALL BE APPROVED FOR USE IN GROUTED OR UNGROUTED MASONRY AND SHALL BE CAPABLE OF DEVELOPING A MINIMUM ASD SHEAR CAPACITY OF 1800 lbs. AND A MINIMUM ASD TENSION CAPACITY OF 1600 lbs.

B) AT LOCATIONS WHERE ANCHORS ARE ANCHORING TO CONCRETE CONSTRUCTION, ANCHORS SHALL BE APPROVED FOR USE IN CRACKED CONCRETE AND SHALL BE CAPABLE OF DEVELOPING A MINIMUM ULTIMATE SHEAR CAPACITY OF 20 kips AND AN ULTIMATE TENSION CAPACITY OF 9.3 kips FOR 5/8 INCH DIA. ANCHORS, AND A MINIMUM ULTIMATE SHEAR CAPACITY OF 6.8 kips AND AN ULTIMATE TENSION CAPACITY OF 3.2 kips FOR 1/2 INCH DIA. ANCHORS.

17. WHERE DOWELS ARE SHOWN BEING ANCHORED TO EXISTING CONCRETE CONSTRUCTION WITH CONCRETE EPOXY, EPOXY SHALL BE SPECIFICALLY DESIGNED FOR ANCHORING RODS TO CONCRETE. EPOXY SHALL BE CAPABLE OF DEVELOPING A MINIMUM ULTIMATE TENSION OF 11 kips. INSTALL PER MANUFACTURER'S

REQUIREMENTS.

ACCEPTABLE MANUFACTURERS INCLUDE:

- HILTI

- SIMPSON STRONG-TIE

- DEWALT

18. STRUCTURAL STEEL PLATES, ANGLES, BOLTS, AND EPOXY ANCHORS FOR WOOD FRAMED ROOFS AT THE HOUSING BUILDINGS SHALL BE STAINLESS STEEL. STAINLESS STEEL PLATES AND ANGLES SHALL COMPLY WITH ASTM SPECIFICATION A304. STAINLESS STEEL FOR BOLTS AND ANCHORS SHALL COMPLY WITH ASTM

SPECIFICATION A316.

REINFORCED MASONRY

1. ALL REINFORCED MASONRY SHALL HAVE A MINIMUM f'm = 1500 PSI.

2. GROUT FOR FILLED CORES, BOND BEAMS, AND LINTELS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI AND AN 8" SLUMP. MORTAR SHALL NOT BE USED AS A SUBSTITUTE FOR GROUT.

3. MASONRY CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF ACI 530.

4. PROVIDE STANDARD WEIGHT HOT-DIP GALVANIZED HORIZONTAL JOINT REINFORCING AT 16 INCHES ON

CENTER IN ALL CMU WALLS.

5. MORTAR SHALL BE TYPE S, AND SHALL BE MADE USING MORTAR CEMENT OR PORTLAND CEMENT/LIME MIX.

MASONRY CEMENT SHALL NOT BE USED FOR REINFORCED MASONRY CONSTRUCTION.

6. PROVIDE BOND BEAMS WITH 2-#6 BARS, CONTINUOUS, AT 4'-0"(+/-) ON CENTER VERTICALLY IN ALL 12" MASONRY WALLS. PROVIDE BOND BEAMS WITH 2-#5 BARS, CONTINUOUS, AT 4'-0"(+/-) ON CENTER VERTICALLY

IN 8" MASONRY WALLS. SEE SHEET S601 FOR ADDITIONAL REQUIREMENTS.

7. VERTICAL REINFORCING IN SINGLE REINFORCED WALLS SHALL BE CENTERED IN THE WALL. REINFORCING BAR POSITIONERS SHALL BE USED IN ALL WALLS TO ENSURE THAT VERTICAL REINFORCING IS LOCATED AS

REQUIRED.

8. SEE SHEETS S5.01 & S5.02 FOR LINTEL REQUIREMENTS AT MASONRY WALLS. LINTELS ARE REQUIRED AT ALL MASONRY OPENINGS, INCLUDING MECHANICAL DUCTWORK PENETRATIONS THROUGH WALLS. COORDINATE DUCTWORK PENETRATION OPENING LOCATIONS AND ELEVATIONS FROM MECHANICAL DRAWINGS WITH LINTEL REQUIREMENTS PRIOR TO CONSTRUCTION OF CMU WALLS. LINTELS SHOWN SHALL BE PROVIDED

UNLESS COORDINATION CONFLICTS ARE DISCOVERED AND REDESIGNS ARE PROVIDED BY

ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION OF CMU WALLS.

9. SEE SHEETS S5.01 & S5.02 FOR COMPLETE MASONRY WALL CONSTRUCTION REQUIREMENTS.

WOOD

1. STRUCTURAL WOOD FRAMING FOR 2x FRAMING AND ALL DECKING SHALL BE No. 1

SOUTHERN YELLOW PINE. ALL MEMBERS SHALL BE PRESSURE TREATED.

2. STRUCTURAL WOOD HEAVY TIMBER FRAMING (3 x 8 AND LARGER) SHALL BE No. 1

SOUTHERN PINE. ALL MEMBERS SHALL BE PRESSURE TREATED.

3. SCREW 5/8" PLYWOOD ROOF SHEATHING TO DECKING WITH No. 10 SCREWS

SPACED @ 4"O.C. AT PERIMETER OF SHEETS AND 6"O.C. AT INTERIOR OF

SHEETS. SCREWS SHALL NOT EXTEND THRU DECKING.

4. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL.

SPECIAL INSPECTIONS

1. SEE SPECIFICATION SECTION 01 4000 FOR SPECIAL INSPECTION REQUIREMENTS

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S0.

GENERAL NOTES

11/04/2020

LGC & TGM

DWU

188 345

DWU

8 10 13 14 17

A

F

H

K

FTG. 2

FT

G

. 2

FT

G

. 2

FT

G

. 1

FTG. 2

FT

G . 1

FT

G

. 1

FT

G

. 2

14'-7 3/16" 10'-0 3/4"

T/FTG EL. = -11'-0"

T/FTG EL. = -8'-4"

T/FTG EL. = -6'-0"

C

E

G

FTG. 2

FTG. 2

FT

G

. 1

12" CMU WALLS,

SEE NOTE 3, TYP.

COLUMN C2,

SEE NOTE 5

FTG. 3

COLUMN

C1, SEE

NOTE 4

12" WIDE x 18"

DEEP TIE BEAM.

TIE BEAM SLOPES

(TYP.) SEE NOTE 6

12" CMU WALLS,

TYP. SEE NOTE 3

T/FTG EL. = -12'-8"

FTG. 3FTG. 3

FT

G

. 6

FT

G . 6

12" CMU

RETAINING WALL,

SEE NOTE 7

T/FTG EL. = -8'-4"

T/FTG

T/FTG EL. = -8'-4"

T/FTG EL. = -11'-0"

T/FTG EL. = -11'-0"

T/FTG EL. = -8'-4"

T/FTG EL. = -6'-0"

T/FTG EL. = -6'-0"

TURN DOWN FTG.

ON TOP OF LOWER

FTG.

T/FTG EL. = -8'-4"

STORAGE BUILDING

WALLS & FOUNDATIONS.

SEE SHEET S1.05

FTG. 4

STEPPED FTG. (TYP.

WHERE SHOWN)

T/FTG EL. = -8'-4"

STEPPED FTG.

(TYP. WHERE

SHOWN)

4' -0

'-8

/4

4' -0

/1 6"

'-4

1/

'-1

3/

8" 9'

-1

5/ 8"

1'-1 9/16" 13'-5 5/8"

12" CMU

WALL &

FTG.

CONCRETE

COLUMN C2.

SEE NOTE 5

'-6

1/

'-9

/8

CONCRETE

COLUMN C2.

SEE NOTE 5

FT

G

. 4

/1 6"

1' -3

/8

" FTG. 2

1' -1

7/

8"

T/FTG EL. = -6'-0"

FTG. 2

ADMIN.

BUILDING

WALLS & FND.

SEE SHEET

S1.08

T/FTG

EL. = -12'-8"

M

AT

C H

L

IN

E

SE

E S1

. 0

M

AT

C H

L

IN

E

SE

E S1

. 0

MATCH LINE SEE S1. 05

MATCH LINE SEE S1. 05

MATCH LINE SEE S1. 05

MATCH LINE SEE S1. 05

T/FTG EL. = -8'-4"

T/FTG EL. = -8'-4"

T/FTG EL. = -8'-4"

T/FTG EL. = -11'-0"

SEE SHEET S1.04 FOR RETAINING

WALL & FOUNDATION

REQUIREMENTS BEYOND AREA

SHOWN. SEE CIVIL DWGS. FOR

LOCATIONS & GRADED

DIFFERENCES

12" CMU

RETAINING

WALL, SEE

SHEET S1.04

RETAINING WALL

FOUNDATION,

SEE SHEET S1.04

FT

G

. 2

RETAINING WALL

FOUNDATION,

SEE SHEET S1.04

'-8

/8

'-1

7/ 8"

9' -2

/8

4'

-1

1/ 2"

12" CMU

CONCRETE

WALL

COLUMN

12" CMU

WALL

T/FTG EL. = -6'-0"T/FTG EL. = -8'-4"

S1. 16

18'-4 3/8"

COLUMN &

12" CMU WALL

COLUMN &

12" CMU WALL

12" CMU

WALL

COLUMN C2

12" CMU WALL

& FOOTING

23'-8 3/8" 16'-3 5/8" 18'-4 3/8"

1'-11" 2" 15'-2 3/16" 3'-0 3/16" 1'-0"

S1. 16 1

S1. 16

S1. 16

S1. 16

S1. 16

S1. 16

12'-4 1/4"

12" CMU RETAINING

WALL, SEE NOTE 7

/1 6"

FT

G

. 8

EL. = -11'-0"

4'

-1

5/ 8"

FT

G

. 3

11'-8 3/16" 2"

CONCRETE

COLUMN C3.

SEE NOTE 9

FT

G

. 4

FTG. 4

T/FTG EL. = -6'-0"

FTG. 8

8" CMU FOR SUPPORT OF STONE

VENEER. SEE NOTE 10.

8" CMU FOR SUPPORT

OF STONE VENEER.

SEE NOTE 10.

/1

6" 16" SQUARE CMU PIER.

REINFORCE W/ 4-#5 VERT.

TYP. WHERE SHOWN.

8" x 16" CMU PIER.

REINFORCE W/ 4-#

5 VERT. TYP.

WHERE SHOWN.

12" WIDE x 18" DEEP TIE

BEAM. TIE BEAM SLOPES

(TYP.) SEE NOTE 6

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (ARCHAEOLOGY) -

FOUNDATION PLAN

11/04/2020

LGC & TGM

DWU

189 345

DWU

1/4" = 1'-0" Foundation Plan - Archaeology

NOTES:

1. DIMENSIONS SHOWN ARE TO CENTERLINE OF 12" CMU WALL OR COLUMN & FOOTING, TYPICAL U.N.O.

2. SEE TYPICAL SECTION THROUGH FOOTING & FOOTING SCHEDULE, SHEET S1.15, FOR FOOTING REQUIREMENTS.

3. 12" CMU WALLS TO BE REINFORCED W/ #6 VERTICALS @ 16"O.C. (FOUNDATION TO FIRST FLOOR) & #6 VERTICALS @ 24"O.C.

(FIRST FLOOR TO ROOF). SEE SHEETS S5.01 & S5.02 FOR TYPICAL WALL REINFORCING DETAILS. EXTEND LOWER LEVEL

VERTICAL BARS A MINIMUM OF 3'-0" ABOVE LEVEL 1 SLAB.

4. CONCRETE COLUMNS C1 ARE 12" WIDE x 18" LG & EXTEND FROM FOUNDATION TO ROOF LEVEL. REINFORCE W/

6-#7 VERT. & #3 TIES @ 6" O.C.

5. CONCRETE COLUMNS C2 ARE 12" x 12" & EXTEND TO EXTERIOR SLAB LEVEL. REINFORCE W/ 4-#6 VERT. & #3 TIES @ 6" O.C.

6. REINFORCE 12"x18" TIE BEAM W/ 2-#6 TOP & BOTTOM & #3 STIRRUPS @ 12" O.C.

7. 12" CMU RETAINING WALL TO EXTEND FROM FOUNDATION TO FIRST FLOOR SLAB LEVEL. REINFORCE W/ #6 VERT. @ 16"O.C.

8. SEE ARCH. DWGS. A1.20 & A1.31 (ELEVATION) FOR CRAWL SPACE VENT LOCATIONS & ACCESS DOOR.

9. CONCRETE COLUMN C3 TO BE 11 5/8" x 17 5/8" AND TO BE REINFORCED W/ 4-#6 VERT. & #3 TIES @ 6"O.C.

10. STONE VENEER SHOWN. STONE TO BE SUPPORTED ON 8" CMU AT LOCATIONS WITHOUT SLAB. PROVIDE 8 INCH CMU UP TO

12 INCHES BELOW GRADE SUPPORT OF STONE VENEER. REINFORCE 8 INCH CMU WITH #5 VERT. @ 24"O.C. GROUT ALL CELLS SOLID. COORDINATE EXTENTS OF STONE VENEER UNDER BASE BID W/ ARCHITECTURAL DRAWINGS.

0 2 4 8

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

H

K

S1. 16

12" x 18" CONC. COLUMN

C1, BELOW. SEE NOTE 4.

12" CMU WALLS.

SEE NOTE 1.

24" x 24" CONCRETE

BEAM. SEE NOTE 3.

C

E

8" CONCRETE SLAB.

T/SLAB EL. = 0'-0"

SEE NOTE 2

12" CMU WALL BELOW.

SEE NOTE 1

12" CMU WALL

BELOW.

SEE NOTE 1

12" CMU

WALL BELOW

12" CMU

WALL BELOW

1'-1 9/16" 13'-5 5/8"

12" x 12" CONC. COLUMNS

C2 (BELOW). SEE NOTE 11

12" x 20" CONC. BEAMS.

SEE NOTE 8

8" MIN. CONC.

SLAB

T/SLAB EL. =

VARIES

SEE NOTE 6

12" x 12" CONC.

COLUMN (C2),

TYP. WHERE

SHOWN. SEE

NOTE 9

12" CMU RETAINING

WALL. SEE NOTE 7

12" x 20" CONC.

BEAM. SEE NOTE 8

1 3/4"

EXP.

JOINT 24" x 24"

CONC. BEAM.

SEE NOTE 10

12" x 16"

CONCRETE

BEAM

CONC.SLAB

T/SLAB EL. VARIES

SEE NOTE 6

14'-7 3/16" 10'-0 3/4" 23'-8 3/8" 16'-3 5/8" 18'-4 3/8" 12'-4 1/4"

9' -1

5/

8"

24" x 24" CONC.

BEAM. SEE

NOTE 10

12" x 12" CONC.

COLUMN (C2),

SEE NOTE 10

1' -3

/8

S1. 19

S1. 16

SEE RMS STORAGE BUILDING FIRST

FLOOR SLAB PLAN FOR

REQUIREMENTS, THIS AREA

S1. 17

S1. 16

M

AT

C H

L

IN

E

SE

E S1

. 1

M

AT

C H

L

IN

E

SE

E S1

. 1

MATCH LINE SEE S1. 06

MATCH LINE SEE S1. 06

S1. 18

JOINT

1 3/4" EXP.

12" CMU RETAINING

WALL, SEE DETAIL

SHEET S1.04

12" CMU

RETAINING

WALL BELOW,

SEE NOTE 7

12" CMU WALL

BELOW, SEE

NOTE 1

T/SLAB EL. AT

EDGE = -0'-2 1/2" (±)

12" CMU WALL 12" CMU WALLS & CONC.

COLUMNS 12" CMU

WALL

T/SLAB EL. = 0'-1"

SLOPES

T/SLAB EL. = -0'-1"

S1. 19

S1. 18

T/SLAB EL. = -0'-3/4"

/1 6"

SLOPES

SLOPES

SLOPES

SLOPES

T/SLAB EL. = -0'-1 3/4"

T/SLAB

FLOOR

DRAIN, SEE

ARCH. DWGS.

FLOOR DRAIN,

SEE ARCH. DWGS.

S1. 18

S1. 19SLOPES

FLOOR DRAIN, SEE

ARCH. DWGS.

T/SLAB AT DRAIN

EL. = -0'-1 1/2"

FLOOR

DRAIN,

SEE

ARCH.

DWGS.

T/SLAB

AT DRAIN

EL. = -0'-1

1/2"

SLOPES

SLOPES

SLOPES

S1. 19

T/SLAB AT EDGES

EL. = -0'-1"

SLOPES

S1. 17

S1. 17

SIM

S1. 17

S1. 17

T/SLAB EL.

S1. 18

S1. 18

'-6

'-2

/8

'-8

/4

8' -3

3'

-8

/8

9' -2

/8

4'

-1

1/ 2"

4' -0

/2

S1. 19

S1. 18

BEAM

T/SLAB EL. = -0'-1/2"

S1. 18

12" x 20" CONC.

BEAM. SEE NOTE 9 EL. = -0'-1"

AT EDGE = -0'-1/2"

S1. 18

SIM.

S1. 18

S1. 18

3'-0 3/16"

PIER & GIRDER

7 13/16"

T/DECK EL. AT

WALL = -0'-1/2"

T/DECK EL. AT

EDGE = -0'-2"

2"

T/DECK EL. AT

EDGE = -0'-1 1/4"

6' -1

/8

'-1

/8

/1 6"

9' -5

3/

2"

PIER & GIRDER

EQ EQ

2- 3x

2- 3x

2- 3x

2- 3x

16 x 16 CMU

PIER, SEE

NOTE 12.

8 x 16 CMU

PIER, SEE

NOTE 12

3x

2'

-0

3x

2'

-0

3x

2' -0

3x

2'

-0 "2 x 6 DECKING

SEE NOTE 13 BELOW

SL

O

PE

S

SL

O

PE

S

S1. 17

S1. 17

S1. 17

S1. 17

CONC. COLUMN

C3, SEE NOTE 14

S1. 19SIM.

S1. 16

S1. 16

/1 6"

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (ARCHAEOLOGY) -

MAIN LEVEL SLAB PLAN

11/04/2020

LGC & TGM

DWU

190 345

DWU

1/4" = 1'-0" Main Level Slab Plan - Archaeology

NOTES:

1. 12" CMU WALLS EXTEND FROM FOUNDATION TO TOP OF PARAPET. REINFORCE W/ #6 VERTICAL @ 16"O.C. (FOUNDATION TO FIRST FLOOR) &

#6 VERTICAL @ 24"O.C. (FIRST FLOOR TO ROOF).

2. 8" CONCRETE SLAB TO BE REINFORCED W/ #5 @ 8" O.C. EA. WAY, TOP & BOTTOM.

3. 24" x 24" CONCRETE BEAM (16" BELOW BOTTOM OF SLAB) TO BE REINFORCED W/ 5-# 7 TOP & BOTTOM & #3 STIRRUPS @ 8" O.C.

4. 12" x 18" CONCRETE COLUMNS TYPE C1 TO BE REINFORCED W/ 6-#7 VERTICAL & #3 TIES @ 6" O.C.

5. COORD. SLAB ELEVATIONS & SLOPE FOR EXTERIOR SLABS W/ ARCH. DWGS.

6. CONCRETE SLAB AT EXTERIOR PORCHES TO BE REINFORCED W/ #5 @ 12" O.C. EA. WAY TOP, & #5 @ 8"O.C. EA. WAY BOTTOM. SET BOTTOM

OF SLAB EL. = -0'-10 1/2" T/SLAB SURFACE SLOPES, SEE PLAN.

7. 12" CMU RETAINING WALLS TO BE REINFORCED W/ #6 @ 16"O.C. EA. FACE VERTICAL. FILL ALL CORES SOLID W/ 3000psi GROUT. SEE SHEET S1.04.

8. 12" x 20" CONCRETE BEAMS AT EXTERIOR PORCHES TO BE REINFORCED W/ 4-#6 TOP & BOTTOM & #3 STIRRUPS @ 8" O.C.

9. 12" x 12" CONCRETE COLUMNS TYPE C2 TO BE REINFORCED W/ 4-#6 VERTICAL & #3 TIES @ 6" O.C.

10. 24" x 24" CONCRETE BEAMS TO EXTEND 16" BELOW BOTTOM OF SLAB & BE REINFORCED W/ 4-#7 TOP & BOTTOM & #3 STIRRUPS @ 8" O.C.

11. GATE SUPPORTS ARE REQUIRED FOR THIS PROJECT. THEY WILL REQUIRE PLATES BOLTED TO THE FACE OF CMU WALLS AT SELECTED

LOCATIONS. SEE ARCH. DWGS. FOR LOCATIONS & EXTENT. SEE STRUCTURAL DETAIL SHEET S1.21 FOR REQ'S.

12. 16 x 16 CMU PIERS TYP. AT EXTERIOR EDGE OF DECK. REINFORCE W/ 1-#5 IN EA. OF 4 CORES. 8 x 16 CMU PIERS TYP. AT BUILDING ADJACENT

EDGE OF DECK. REINFORCE W/ 1#5 IN EA. OF 2-CORES.

13. ALL WOOD FRAMING MEMBERS AT DECK TO BE PRESSURE TREATED.

14. CONCRETE COLUMN C3 TO BE 11 5/8" x 17 5/8" AND BE REINFORCED W/ 4-#6, VERTICAL & #3 TIES @ 6"O.C. EXTEND FROM FOUNDATION TO PATIO ROOF.

A A

12" CMU WALL

(BELOW)

SEE NOTE 2

12" CMU WALLS, TYP. AT

EXTERIOR. SEE NOTE 2

CC

EE

GG

1 3/4" EXP. JOINT

S1. 30

'-1

/8

'-0

/2

1'-1 9/16" 11'-9 15/16" 1'-7 11/16"

S1. 31

SL

O

PE

S

S1. 29

S1. 29

'-1

7/

8"

'-8

/8

4' -6

SEE SHEET S1.07 FOR

STORAGE BUILDING ROOF

FRAMING PLAN

S1. 291

S1. 31

S1. 31

S1. 30

SEE SHEET

S1.11 FOR

ADMIN.

BUILDING

ROOF

FRAMING

PLAN

12"

CMU

WALL

M

AT

C H

L

IN

E

SE

E S1

. 1

M

AT

C H

L

IN

E

SE

E S1

. 1

MATCH LINE SEE S1. 07

MATCH LINE SEE S1. 07

M

AT

C H

L

IN

E

SE

E S1

. 0

M

AT

C H

L

IN

E

SE

E S1

. 0

14'-7 3/16" 10'-0 3/4" 23'-8 3/8" 16'-3 5/8" 18'-4 3/8"

MATCH LINE SEE ---

MATCH LINE SEE ---

1' -3

/8

S1. 29 2

S1. 29

S1. 29

S1. 31

S1. 30

S1. 29

S1. 30

1'-10 3/16"

5 SP. @ 4'-0" = 20'-0"

1'-10 3/16" 2'-1 13/16"

3 SP. @ 4'-0" =12'-0"

2'-1 13/16" 1'-2 3/16"

4 SP. @ 4'-0" =16'-0"

1'-2 3/16"

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

12" CMU

WALLS, TYP.

AT EXTERIOR.

SEE NOTE 2.

1 1/2" x 18 GA. TYPE B

GALV. METAL ROOF DECK,

TYP. THROUGHOUT

1/

2" 8'

-4

/2

C

LR

3' -4

/4

1/

4"5

/1 6"

'-7

3/

3x14

3x14

3x14

3x14

3x14

3x14

3x14

4' -0

4'

-0

4' -0

4'

-0

4' -0

3x14

3x14

3x14

4' -0

/4

4'

-0

/4

4' -0

1' -1

1/

4" 2'

-0

/4

1/

3' -4

5/

3x14

3' -8

/8

8'

-3

2-3x14

2-3x14

3x

3x14

3x14

2- 3x

EQ

EQ

EQ

3x14

1'-4 5/16"

8'-2"(±) CLR.

2'-3 5/8"

7' -1

0"

) C

LR

2- 3x

12" x 22" CONC.

BEAM W/ 4-#6,

TOP & BOTTOM

& #3 STIRRUPS

@ 12"O.C.

12" x 24" CONC.

BEAM W/ 4-#6,

TOP & BOTTOM

& #3 STIRRUPS

@ 12"O.C.

CONC. COLUMN

C2 BELOW, TYP.

6-LOCATIONS

S1. 30 4

S1. 30

CONNECT 3 x 14 JOISTS TO OTHER 3 x 14

MEMBERS W/ STAINLESS STEEL JOIST HANGERS

TYP. AT ENTIRE PATIO ROOF

S1. 31

'-8

/8

'-1

7/ 8"

'-1

/8

EXTEND 11 5/8" x 20" CONC. BEAM FROM BUILDING WALL. SEE

SECTION 4, SHEET S1.30. BEAR ON STORAGE BUILDING WALL

EXTEND 11 5/8" x 20" CONC. BEAM FROM

BUILDING WALL. SEE SECTION 4, SHEET S1.30

S1. 35

S1. 30SIM.

CONCRETE COLUMN C3, SEE NOTE 8.

SL

O

PE

S

SL

O

PE

S

T/PLYWOOD

EL. = 14'-4"

(AT RIDGE)

3x14

3x14

3x14

T/PLYWOOD

EL. = 14'-0"

(AT EDGE)

T/PLYWOOD

EL. = 14'-0"

(AT EDGE)

T/PLYWOOD

EL. = 14'-1 13/16"(±)

(AT EDGE)

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (ARCHAEOLOGY) -

ROOF FRAMING PLAN

11/04/2020

LGC & TGM

DWU

191 345

DWU

1/4" = 1'-0" Roof Framing Plan - Archaeology

NOTES:

1. COORDINATE ROOF SLOPE ELEVATIONS W/ ARCH. DWGS.

2. 12" CMU WALLS EXTEND FROM FOUNDATION TO TOP OF PARAPET. REINFORCE W/ #6 VERT. @ 16" O.C. (FOUNDATION TO FIRST FLOOR) & #6 VERT. @ 24"O.C. (FIRST FLOOR TO ROOF).

FOR TYPICAL WALL REINFORCING.

3. SEE ARCHITECTURAL DRAWINGS FOR TOP OF DECK ELEVATION AT CANOPY.

4. FALL PROTECTION STANCHIONS ARE REQUIRED FOR THIS PROJECT. THEY WILL REQUIRE TO ROOF FRAMING. SEE ARCH. DWGS. FOR NUMBER & LOCATIONS. SEE DETAIL, SHEET S1.37

FOR STRUCTURAL REQUIREMENTS.

5. ALL WOOD FRAMING AND DECKING TO BE PRESSURE TREATED.

6. ALL STEEL FRAMING, BOLTS, & METAL DECKING TO BE GALVANIZED.

7. CONCRETE COLUMN C2 TO BE 12" x 12" AND BE REINFORCED W/ 4-#6 VERTICAL & #3 TIES @ 6"O.C.

8. CONCRETE COLUMN C3 TO BE 11 5/8" x 17 5/8" AND BE REINFORCED W/ 4-#6, VERTICAL & #3 TIES @ 6"O.C. EXTEND FROM FOUNDATION TO PATIO ROOF. 0 2 4 8

W1 W2

3" CLR.3"

C

LR

2"

C

LR

1' -4

2'

-0

LOW SIDE FINISHED GRADE

GRADE AT HIGH SIDE

G R

AD

E

D

IF

FE

R

EN

C

E

BOTTOM TRANSVERSE

REINFORCING

TOP TRANSVERSE REINFORCING

W/ STD. 90° HOOKS AT ENDS

TOP LONGITUDINAL

REINFORCING (W/ 90°

HOOKS AT ENDS)

BOTTOM

LONGITUDINAL

REINFORCING

WALL

W (TOTAL)

12" CMU WALL. REINFORCE W/

2-#6 VERTICAL @ 8"O.C. OR 16"O.C.

SEE SCHEDULE. FILL ALL CORES

SOLID W/ 3000psi GROUT.

EQ. 5 1/2" EQ.

X

12" BOND BEAM W/ 2-#6 (CONT.)

GRADE

DIFFERENCE

UP TO 4 FT.

WALL

THICKNESS

(X)

12" CMU

FOOTING

WIDTH

W (TOTAL)

3'-0"

TOP

4-#5

BOTTOM

#4 @ 12" O.C.

4 FT TO 6.5 FT 12" CMU 4'-6"

SITE RETAINING WALL & FOOTING SCHEDULE

LONGITUDINAL TRANSVERSE LONGITUDINAL TRANSVERSE

W1

1'-6"

1'-6" 5-#5 #5 @ 12" O.C.

4-#5

5-#5

6.5 FT TO 8 FT 12" CMU 6'-6" 2'-3" 6-#6 #5 @ 12" O.C. 6-#6

#4 @ 12" O.C.

#5 @ 12" O.C.

#5 @ 12" O.C.

W2

1'-6"

3'-0" 4'-3"

VERTICAL WALL

REINFORCING

2-#6 @ 16"O.C.

2-#6 @ 16"O.C.

2-#6 @ 8"O.C.

FOOTING REINFORCING

1' -4

H

EI

G H

T O

F F O

O

TI

N G

S T E

PS

8" to

'-0

" C O

O R

D . W

/ F

IE

LD

C

O N

D

IT

IO

N

S

FO

R L

O C

AT

IO

N S

2'-0"

3" C

LR

3" C

LR

2" C

LR

2" C

LR

1' -4

MATCH SIZE & NUMBER OF

FOUNDATION LONGITUDINAL

BARS. PROVIDE 3'-0" SPLICE

LENGTH AT EA. FTG.

RETAINING WALL

FOUNDATION. SEE

SCHEDULE, THIS SHEET

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

SITE RETAINING WALL

DETAIL

11/04/2020

LGC & TGM

DWU

192 345

DWU

NOTES:

1. SEE CIVIL DRAWINGS FOR LOCATIONS OF SITE WALLS & FOR GRADE DIFFERENCE ON EACH SIDE OF WALL.

2. PROVIDE STEPPED FOOTINGS WHERE GRADE TRANSITIONS.

3. ALIGN EXTERIOR FACES OF CONCRETE RETAINING WALLS WHERE WALL THICKNESS CHANGES ALONG LENGTH OF RETAINING WALL.

4. SEE ARCHITECTURAL DRAWINGS FOR DRAINAGE DETAILS & REQUIREMENTS WHERE REQUIRED ADJACENT TO RETAINING WALLS.

5. PROVIDE CONTROL JOINTS IN WALLS AT A SPACING NOT TO EXCEED 30'-0".

1" = 1'-0"

FOOTING STEP DETAIL

0 0.5 1 2

SCALE: 1" = 1'-0"

FTG. 5

FTG. 4

FTG. 4

FT

G

. 4

FT

G

. 4

T/FTG EL. = -6'-0"

T/FTG EL. = -4'-8"

2' -9

1'

-9

1'-9" 2'-9"

1' -9

2'

-9

18" x 18" CONCRETE

PEDESTAL (P1). SEE

NOTE 4

GG

J

LL

9 11 12 15 16 18

INSIDE

FACE OF

CMU WALL

T/FTG EL. = -6'-0"

12" CMU RETAINING

WALL. SEE NOTE 3

4' -0

WIDEN FTG. 4

BY 3'-6". SEE

NOTE 6

12" CMU WALLS

SEE NOTE 2

4'-0" TALL OPENING IN WALL FOR

DUCTWORK. COORD. EXACT

REQUIREMENTS W/ ARCH. DWGS.

CONC. COLUMN

C2. SEE NOTE 6

INSIDE FACE OF

CMU WALL

M

AT

C H

L

IN

E

SE

E S1

. 0

M

AT

C H

L

IN

E

SE

E S1

. 0

FTG. 4

MATCH LINE SEE S1. 01

MATCH LINE SEE S1. 01

2' -9

1'

-9

3' -6

3' -6

T/FTG EL. = -6'-0"

T/FTG EL. = -6'-0"

T/FTG EL. = -8'-4"

1' -2

/2

1' -2

/2

T/FTG EL. = -8'-4"

12" CMU WALL

12" CMU

RETAINING

WALL, SEE

NOTE 4FT

G . 2

5'-1 3/8" 10'-2 13/16"

21'-7" 8'-10"15'-7 3/4" 17'-3"

T/FTG.

15'-4 3/16"

S1. 16

S1. 20

8'-9 13/16"(±)

2' -6

/1

6"

3' -6

'-4

'-4

3'

-6

2'-9" 1'-9"

3' -0

1'-10 3/16" 10 1/16"

P1 P1 P1 P1

PEDESTAL P1, TYP 4-LOCATIONS.

SEE NOTE 4 BELOW.

12" CMU WALLS,

SEE NOTE 2

12" CMUEL. = 11'-0"

S1. 20

INSIDE FACE OF

CMU WALL

CONC. COLUMN

C3. SEE NOTE 8

12" CMU WALLS

SEE NOTE 2

8" CMU FOR

SUPPORT OF

STONE VENEER.

SEE NOTE 7.

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (STORAGE) -

FOUNDATION PLAN

11/04/2020

LGC & TGM

DWU

193 345

DWU

1/4" = 1'-0" Foundation Plan - Storage Building

0 2 4 8

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

NOTES:

1. SEE SHEET S1.15 FOR TYPICAL SECTION THROUGH FOOTING & FOOTING SCHEDULE.

2. 12" CMU BUILDING WALLS TO BE REINFORCED W/ #6 VERT. @ 24"O.C.

3. 12" CMU RETAINING WALLS TO EXTEND FROM FOUNDATION TO FIRST FLOOR SLAB LEVEL. REINFORCE W/ #6 VERT. @ 16" O.C. FILL ALL CORES SOLID W/ GROUT.

4. CONCRETE PEDESTALS P1 ARE 18" SQUARE. REINFORCE W/ 4-#7 VERTICAL & #3 TIES @ 6" O.C. SEE DETAIL, SHEET S1.22.

5. CONCRETE COLUMNS C2 ARE 12" x 12" & EXTEND TO EXTERIOR PATIO ROOF LEVEL. REINFORCE W/ 4-#6 VERT. & #3 TIES @ 6" O.C.

6. AT WIDENED FTG. 4, PROVIDE ADDITIONAL 3-#6 TOP & BOTTOM LONGITUDINAL. EXTEND #5 TRANSVERSE TOP & BOTTOM TO FILL WIDTH OF WIDENED FTG.

7. STONE VENEER SHOWN. STONE TO BE SUPPORTED ON 8" CMU AT LOCATIONS WITHOUT SLAB. PROVIDE 8 INCH CMU UP TO 12 INCHES BELOW GRADE

SUPPORT OF STONE VENEER. REINFORCE 8 INCH CMU WITH #5 VERT. @ 24"O.C. GROUT ALL CELLS SOLID. COORDINATE EXTENTS OF STONE VENEER UNDER

BASE BID W/ ARCHITECTURAL DRAWINGS.

8. CONCRETE COLUMN C3 TO BE 11 5/8" x 17 5/8" AND TO BE REINFORCED W/ 4-#6 VERT. & #3 TIES @ 6"O.C.

C.J. C.J. C.J. C.J. C.J.

C .J

C

.J

C .J

C .J

C .J

C .J

C .J

15'-7 3/4" 17'-3" 21'-7" 8'-10" 15'-4 3/16"

INSIDE FACE

OF CMU WALL

COLUMNS

INSIDE FACE

OF CMU WALL

INSIDE FACE

OF CONCRETE

WALL

8 1/2" CONCRETE

SLAB ON GRADE.

SEE NOTE 2

CONCRETE PEDESTAL

P1, TYP. WHERE

SHOWN. SEE NOTE 3.

GG

JJ

LL

9 11 12 15 16 18

C .J

C

.J

2-#4 x 2'-0" AT RE-

ENTRANT CORNERS

THICKENED SLAB

TS1, SEE

SECTION 1, S1.21

SEE SHEET

S1.02 FOR

FLOOR

FRAMING

PLAN, THIS

AREA

12" CMU WALLS

BELOW. SEE NOTE 1

4'-0" TALL OPENING IN WALL

FOR DUCTWORK. COORD. W/

ARCH. DWGS.

M

AT

C H

L

IN

E

SE

E S1

. 0

MATCH LINE SEE S1. 02

'-4

'-4

ISOLATION JOINT AT 4

SIDES OF PEDESTAL

(TYP.)

4 1/4" (±)

12'-7 5/8"

ISOLATION JOINT ISOLATION JOINT

ISOLATION JOINT ISOLATION JOINT

9'-5 3/16" 12'-1 13/16" 5'-1 3/8" 10'-2 13/16"

12" CMU

RETAINING

WALL, SEE

SHEET S1.02

FOR REQ'S

S1. 20

S1. 20

S1. 20

S1. 21

S1. 21

S1. 21

S1. 21

3' -0

1' -8

/1

6"

S1. 19

SLOPES

2" DEPRESSED

SLAB 2" DEPRESSED

SLAB

SIM

SIM

S1. 20

C .J

S1. 20

SIM

8" CMU WALL, SEE

SECTION 3/S1.20

THICKENED SLAB. SEE

SECTION 3/S1.20

THICKENED SLAB. SEE

SECTION 3/S1.20

8" CMU WALL,

SEE SECTION

3/S1.20

S1. 20

MATCH LINE SEE S1. 02

M

AT

C H

L

IN

E

SE

E S1

. 0

S1. 20

12" CMU WALL

BELOW. SEE

NOTE 1

P1 P1 P1 P1

12" CMU WALL, REINFORCE

W/ #6 VERT. @ 24"O.C.

8" CMU WALL, SEE

SECTION 3/S1.20

COORD. W/ ARCH. DWGS.

9'-4 11/16"(±)

C O

O R

D . W

/ A R

C H

. D W

G S.

9' -8

/2

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (STORAGE) - FIRST

FLOOR SLAB PLAN

11/04/2020

LGC & TGM

DWU

194 345

DWU

1/4" = 1'-0" First Floor Slab Plan - Storage Building

NOTES:

1. 12" CMU WALLS, TYPICALLY. REINFORCE W/ #6 VERTICAL @ 24" O.C. FILL ALL CORES BELOW FIRST FLOOR SOLID W/ GROUT.

2. 8 1/2" (OR 6 1/2" AT DEPRESSED SLAB) CONCRETE SLAB ON GRADE TO BE SUPPORTED ON COMPACTED FILL. REINFORCE W/

#5 @ 8" O.C. EA. WAY AT MID-DEPTH OF SLAB. PROVIDE 2" CONCRETE TOPPING AT DEPRESSED SLAB. TOPPING TO BE CAST W/ 4000 psi PEAGRAVEL

CONCRETE MIX. BOND TOPPING SLAB TO BASE SLAB W/ BONDING AGENT PRIOR TO POUR.

3. CONCRETE PEDESTAL (P1) TO BE REINFORCED W/ 4-#7 VERTICAL & #3 TIES @ 6" O.C.

15'-7 3/4" 17'-3" 21'-7" 8'-10"

INSIDE FACE OF CMU WALL

COLUMNS

INSIDE FACE

OF CMU WALL

INSIDE FACE

OF CMU WALL

4 1/2" CONCRETE SLAB ON 1 1/2" x 18 GA.

GALV. COMPOSITE METAL FLOOR DECK.

REINFORCE W/ 4 x 4 - W4.0 x W4.0 WWF

AT MID-DEPTH OF SLAB

(SEE NOTE 3)

SLOPES

G

J

L

9 11 12 15 16 18

SEE

SHEET

S1.03 FOR

CANOPY

FRAMING,

THIS AREA

S1. 32

S1. 32

S1. 33

S1. 33

S1. 33

M

AT

C H

L

IN

E

SE

E S1

. 0

M

AT

C H

L

IN

E

SE

E S1

. 0

S1. 32

S1. 32

12" CMU WALL BELOW

15'-4 3/16"

'-4

'-4

S1. 31

8" CMU WALL

BELOW

S1. 31

8" CMU

WALLS

BELOW

W12X30 (GALV.) W12X30 (GALV.) W14X43 (GALV.) W8X18 (GALV.) W12X30 (GALV.)

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W

8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

HSS5X5X5/16

(GALV.)

HSS5X5X5/16

(GALV.) HSS5X5X5/16

(GALV.)

HSS5X5X5/16

(GALV.)

S1. 33

S1. 33

S1. 33

S1. 33

3 SP. @ 3'-9" = 11'-8" 3'-8 3/16"3 SP. @ 3'-1" = 8'-10"6 SPACES @ 3'-9" = 21'-7"4 SPACES @ 4'-1" = 17'-3"3'-7 3/4" 4 SPACES @ 4'-0" = 12'-0"

S1. 31

12" CMU WALL, REINFORCE

W/ #6 VERT. @ 24"O.C.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

W 8X

(G

AL

V.

(SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2)

12" CMU WALLS,

TYP 4-SIDES.

REINFORCE W/

#6 VERT. @ 24"O.C.

STONE VENEER,

SEE ARCH. DWGS.

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (STORAGE) - ROOF

FRAMING PLAN

11/04/2020

LGC & TGM

DWU

195 345

DWU

1/4" = 1'-0" Roof Framing Plan - Storage Building

NOTES:

1. W8 x 13 & W8 x 18 ROOF BEAMS TO HAVE 3/4"ø x 3 1/2" LG. WELDED HEADED STUDS WELDED THROUGH DECK TO BEAM TOP

FLANGE AT ALTERNATE FLUTES.

2. W8 x 18, W12 x 30 & W14 x 43 ROOF GIRDERS TO HAVE 3/4"ø x 3 1/2" LG. WELDED HEADED STUDS WELDED THROUGH DECK

TO BEAM TOP FLANGE AT EVERY FLUTE.

3. TOP SURFACE OF SLAB SLOPES TO ROOF DRAINS. BOTTOM SURFACE SLOPES FROM LINE 'L' TO LINE 'G'. MINIMUM SLAB

THICKNESS = 4 1/2", SEE DETAILS. REINFORCE W/ 4 x 4 - W4.0 x 4.0 WWF AT MID-DEPTH OF SLAB. COORDINATE TOP

SURFACE SLOPES WITH ARCHITECTURAL ROOF PLAN SLOPES.

4. FALL PROTECTION STANCHIONS ARE REQUIRED FOR THIS PROJECT. THEY WILL REQUIRE ANCHORAGE TO STEEL FRAMING.

SEE DETAIL, SHEET S1.37 FOR STRUCTURAL REQUIREMENTS.

5. ALL STEEL FRAMING, BOLTS, COLUMNS, & CONNECTIONS AND ALL METAL DECKING TO BE GALVANIZED.

5 6

7 8

A A

B B

D D

F F

H H

K K

FTG. 8FTG. 8FTG. 8

FT

G

. 3

FTG. 3

FTG. 10

FT

G

. 7

FT

G

. 7

FTG. 8

FT

G

. 6

FT

G

. 6

FTG. 8

FTG. 8

FTG. 9

FTG. 9 FTG. 9

FTG. 9

FT

G

. 6

FT

G . 6

FTG. 10

FTG. 3

FT

G

. 3

FT

G

. 6

FT

G . 6

FT

G

. 6

12" CMU

WALL. SEE

NOTE 7

9' -0

'-1 1"

9' -3

'-8

/8

12" x 18" CONC.

COL. (C1) SEE

NOTE 4

T/FTG. EL. = -11'-0" T/FTG. EL. = -11'-0"

12" x 12"

CONC.

COLUMN C2,

SEE NOTE 6

12" CMU OR

11 5/8" CONC.

WALL

FTG. 9

S1. 22

S1. 22

S1. 22

S1. 22

S1. 22

S1. 22

FT

G

. 7

FT

G

. 6

FT

G

. 7

CONC. COLUMN

C1, TYP. THIS LINE

CONCRETE

COLUMNS C1

FT

G

. 6

FT

G

. 6

2' -0

SEE SHEET

S1.13 FOR

FOUNDATIONS &

WALLS IN THE

MECHANICAL

YARD

M

AT

C H

L

IN

E

SE

E S1

. 1

SEE SHEET S1.13 FOR

FOUNDATIONS & WALLS

AT EXTERIOR STEPS

8" CONCRETE WALLS

AT CATCH BASIN

T/FTG.

EL. = -11'-0"

TYP. U.N.O.

S1. 22

S1. 22

S1. 22

S1. 23

S1. 22

S1. 25

S1. 16

4' -8

/1

6"

'-8

/8

9' -3

'-1 1"

9' -0

'-6

17'-5 3/8" 15'-11" 20'-8" 21'-11" 11'-1"

17'-5 3/8"

12" CMU

OR 11 5/8"

CONC. WALL

12" CMU WALL &

CONC. COLUMNS

12" CMU WALL

& CONC. COLUMNS

CONC.

COLUMNS

CONC.

COLUMN

CONC.

COLUMNS

12" CMU WALL

15'-11" 20'-8" 18'-10" 14'-2"

2" C

M U

W

AL

L

12" x 18" CONCRETE

COLUMN C1, SEE NOTE 4

" C O

N

F O

U N

D

AT

IO

N

W

AL

L

C

O N

LU

M N

(B

EY

O

N D

C

M U

LS

N

LU

M

S

5/

8"

N

L

FTG. 8 FTG. 8

S1. 22

S1. 23

12" CMU WALLS &

CONCRETE COLUMNS

S1. 23

S1. 23

0"

FTG. 8

2'-0"

12" CMU WALL 12" CMU WALL

-11'-0" -13'-0"

-11'-0" -13'-0"

-11'-0" -13'-0"

-1 3'

-0 " -1

5' -0

CONC.

COLUMNS

S1. 23

S1. 22

S1. 23

S1. 22

S1. 23 3

S1. 23

FT

G

. 6

12" CMU

WALL &

COLUMN

CONCRETE

COLUMN C1

12" CMU

WALL &

COLUMN

COLUMN

12"

CMU

WALL

8" CONC.

WALL

12" x 18" CONCRETE COLUMN

C1, SEE NOTE 4

12" x 18" CONCRETE

COLUMN C1, SEE

NOTE 4

S1. 22

FT

G

. 6

FT

G . 6

3'-2"

8"

3'-0"

S1. 22

M

AT

C H

L

IN

E

SE

E S1

. 1

1'-1 9/16"

'-6

'-1

1" 4'

-5

1/

4'

-6

/1 6"

2' -4

'-7

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

8" CONCRETE

FOUNDATION

WALL

11 5/8" CONC.

WALLS, TYP.

4-SIDES AT

CISTERN

-13'-0" -15'-0" -11'-0"

-13'-0"

S1. 22

S1. 22

S1. 22

FOOTING

STEP

5' -0

S1. 23

S1. 22

S1. 22

12" CMU WALLS,

TYP. WHERE

SHOWN, U.N.O.

SEE NOTE 7

S1. 22

S1. 23

12" CMU WALLS,

TYP. WHERE

SHOWN, U.N.O.

COLUMN

FTG. 8

12" CMU WALLS,

TYP. WHERE

SHOWN, U.N.O.

SEE NOTE 7

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (ADMIN) -

FOUNDATION PLAN

11/04/2020

LGC & TGM

DWU

196 345

DWU

1/4" = 1'-0" Foundation - Admin

NOTES:

1. T/FTG. EL. = -11'-0", TYP. U.N.O.

2. SEE SHEET S1.15 FOR TYPICAL SECTION THOUGH FOOTING & FOOTING SCHEDULE.

3. ALL FOOTINGS TO BE CENTERED ON 12" CMU WALLS, 11 5/8" CONCRETE WALLS, OR 12" x 18" CONCRETE COLUMNS, U.N.O.

4. CONCRETE COLUMNS C1 ARE 12" WIDE x 18" LG & EXTEND FROM FOUNDATION TO FIRST FLOOR LEVEL. REINFORCE W/ 6-#7 VERT. & #3 TIES @ 6" O.C.

5. 11 5/8" CONCRETE WALLS TO BE REINFORCED W/ #5 @ 6" O.C. EA. FACE, VERT. & #4 @ 12" O.C. EA. FACE, HORIZ. SEE SHEET S1.15 FOR TYPICAL WALL

REINFORCING DETAIL.

6. CONCRETE COLUMNS C2 ARE 12" x 12" & EXTEND TO EXTERIOR PLAZA ROOF LEVEL. REINFORCE W/ 4-#6 VERT. & #3 TIES @ 6" O.C.

7. 12" CMU WALLS ARE TO BE REINFORCED W/ #6 VERT. @ 16"O.C. (FOUNDATION TO FIRST FLOOR) & #6 VERT. @ 24"O.C. (FIRST FLOOR TO ROOF)

5 6

7 8

A A

B B

D D

F F

H H

K K

C .J

S1. 22

S1. 22

S1. 22

S1. 22

S1. 22

S1. 22

S1. 22

M

AT

C H

L

IN

E

SE

E S1

. 1

S1. 22

S1. 22

S1. 23

S1. 22

S1. 25

S1. 16

S1. 22

S1. 23

S1. 22

S1. 23

SL

O

PE

S

SLOPES

8" CONCRETE

SLAB FOR

CISTERN, SEE

NOTE 2

8" CONCRETE

WALL BELOW

11 5/8"

CONCRETE

WALLS, TYP.

4-SIDES OF

CISTERN

C.J.

C .J

C

.J

C.J.

C.J. C.J.

12" x 18" COLUMNS

TYPE C1 (TYP.) SEE

NOTE 5

C .J

C .J

C.J. C.J.

C .J

C

.J

C .J

C .J

C .J

S1. 22

C.J. C.J.

C .J

5" CONCRETE SLAB ON GRADE,

TYP. THROUGHOUT, U.N.O.

SEE NOTE 3

12" x 18" CONCRETE

COLUMN TYPE C1.

SEE NOTE 5

5" CONCRETE

SLAB ON

GRADE, SEE

NOTE 3

C.J. C.J.

C .J

. C .J

C .J

S1. 22

S1. 23

S1. 22

S1. 23

S1. 22

S1. 23

C.J.

C .J

C.J.

12" x 12"

CONCRETE

COLUMN

C2, TYP.

SEE NOTE 6

2-#4 x 2'-0" LG. AT

RE-ENTRANT CORNERS

12" x 18" COLUMNS

TYPE C1 (TYP.)

SEE NOTE 5

SEE SHEET

S1.14 FOR

MECH. YARD

SLABS,

WALLS &

STEPS, THIS

AREA

C .J

17'-5 3/8" 15'-11" 20'-8" 21'-11" 11'-1" 1'-1 9/16"

15'-11" 20'-8" 18'-10" 14'-2" 1'-1 9/16"

'-8

/8

9'

-3

'-1

1" 9'

-0

'-6

9' -0

'-1 1"

9' -3

'-8

/8

17'-5 3/8"

4' -5

1/

4' -6

/1

6"

CONCRETE COLUMN

C1, TYP. THIS LINE

CONCRETE

COLUMN C1

11 5/8" CONC. WALL,

12" CMU WALLS, &

CONC. COLUMNS

CONC. COLUMNS CONC. COLUMN C1

CONC. COLUMN C1

C

M U

W

L

O

LU

M

N

O

N C

. W

B

EL

O W

C

O N

LU

M

S

(B

EY

O N

D

12" CMU

WALLS &

CONCRETE

COLUMNS

C

C

M U

W

O

N

LU

M

N S

12" CMU WALLS &

CONCRETE COLUMNS 12" CMU WALL

C

N

LU

N

LU

M

N

N

LU

C

M U

W

O N

C R

ET

E

LU

M

N

C

N

LU

S1. 23

S1. 23

2'-0" x 2'-0"

CATCH

BASIN

T/SLAB EDGE AT

CATCH BASIN

EL. = -9'-1 1/2"

C .J

C.J.

C .J

C

.J

C .J

C.J. C.J.

C.J.

C.J.

S1. 22

C .J

C

.J

C .J

C

.J

C .J

C

.J

S1. 22

C.J.

SEE SHEET S1.14 FOR

FOUNDATIONS &

WALLS AT EXTERIOR

STEPS

M

AT

C H

L

IN

E

SE

E S1

. 1

'-6

12" CMU WALLS,

TYP. WHERE

SHOWN, U.N.O.

SEE NOTE 8

S1. 23

5" CONCRETE SLAB

ON GRADE, TYP.

THROUGHOUT,

U.N.O. SEE NOTE 3

5" CONCRETE SLAB ON GRADE,

TYP. THROUGHOUT, U.N.O.

SEE NOTE 3

S1. 22

12" CMU WALLS,

TYP. WHERE

SHOWN, U.N.O.

SEE NOTE 8

S1. 22

12" x 18" CONCRETE COLUMN

TYPE C1. SEE NOTE 5

C

M U

W

O N

C R

ET

LU

M N

S C

S1. 22

11 5/8" CONC. WALL,

& 12" CMU WALL

C .J

C .J

C

.J

C .J

C.J.

C.J.

12" CMU WALLS,

SEE NOTE 8

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (ADMIN) - LOWER

LEVEL SLAB PLAN

11/04/2020

LGC & TGM

DWU

197 345

DWU

1/4" = 1'-0" Lower Level Slab Plan - Admin

NOTES:

1. TOP OF GROUND FLOOR SLAB EL. = -9'-0", TYP. U.N.O.

2. 8" CONCRETE SLABS AT CISTERNS TO BE REINFORCED W. #5 @ 12"O.C., EA. WAY, TOP & #5 @ 12"O.C. ONE WAY, BOTTOM. SEE SECTION 4, SHEET S1.22.

3. 5" CONCRETE SLABS ON GRADE TO BE REINFORCED W/ 4 x 4 - W4.0 x W4.0 WWF AT MID-DEPTH OF SLAB.

4. 11 5/8" CONCRETE WALLS TO BE REINFORCED W/ #5 @ 6" O.C. VERTICAL EA. FACE & #4 @ 12" O.C. HORIZ. EA. FACE. SEE SHEET S1.15 FOR TYPICAL WALL

REINFORCING DETAILS.

5. 12" x 18" CONCRETE COLUMNS (C1) TO EXTEND FROM FOUNDATION TO FIRST FLOOR LEVEL. REINFORCE W/ 6-#7 VERTICAL & #3 TIES @ 6" O.C.

6. 12" x 12" CONCRETE COLUMNS (C2) TO EXTEND TO EXTERIOR PLAZA ROOF LEVEL. REINFORCE W/ 4-#6 VERT. & #3 TIES @ 6" O.C.

7. CONCRETE STEPS CAST ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" & SHALL BE REINFORCED W/ #5 @ 8" O.C. EA. WAY & #4 @ EA. NOSING.

8. 12" CMU WALLS ARE TO BE REINFORCES W/ #6 VERT. @ 16"O.C. (FOUNDATION TO FIRST FLOOR) & #6 VERT. @ 24"O.C. (FIRST FLOOR TO ROOF). EXTEND

LOWER LEVEL VERTICAL BARS A MINIMUM OF 3'-0" ABOVE LEVEL 1 SLAB.

5 6

7 8

A A

B B

D D

F F

H H

K K

24" WIDE x 20" DEEP (12" BELOW

BOTTOM OF SLAB) CONCRETE

BEAM. SEE NOTE 6

24" WIDE x 24" DEEP

(16" BELOW BOTTOM

OF SLAB) CONCRETE

BEAM. SEE NOTE 5

24" WIDE x 24" DEEP (16" BELOW

BOTTOM OF SLAB) CONCRETE

BEAM. SEE NOTE 5

SEE ARCH. DWGS.

12" CMU WALLS, TYP.

THROUGHOUT U.N.O.,

SEE NOTE 8

12" CMU WALL, SEE NOTE 8

12" x 18" CONCRETE COLUMN TYPE

C1 BELOW, SEE NOTE 3

8" CONCRETE SLAB,

TYP. THROUGHOUT U.N.O.

SEE NOTE 4

12" CMU WALL,

TYP. WHERE

SHOWN, U.N.O.

SEE NOTE 8

12" CMU WALL, TYP.

WHERE SHOWN U.N.O.

SEE NOTE 8

11 5/8" CONCRETE WALL

BELOW, SEE NOTE 1

1 3/4" EXP.

JOINT

S1. 16

S1. 19

S1. 16

S1. 16

S1. 16

CONC.

COLUMNS

SEE SHEET S1.14

FOR EXTERIOR

STEPS & PLATFORM

FRAMING

S1. 17

S1. 17

S1. 17

S1. 16

S1. 17

S1. 25

S1. 25

S1. 16

S1. 25

M

AT

C H

L

IN

E

SE

E S1

. 0

SEE SHEET

S1.02 FOR

EXTERIOR DECK

FRAMING, THIS

AREA

S1. 19

'-8

/8

9'

-3

'-1

1" 9'

-0

'-6

15'-11" 20'-8"

4' -0

2' -0

3' -3

CONC.

BEAM &

11 5/8"

CONC.

WALL

(BELOW)

EDGE OF

SLAB

1'-9 3/8"(±)

2'-0"(±)

M

U W

AL

L

SEE SHEET S1.14

FOR SLABS &

STAIRS, THIS

AREA

SEE SHEET

S1.14 FOR

SLABS &

STAIRS,

THIS AREA

CONC.

COLUMNS

12" CMU WALLS,

CONCRETE BEAMS,

& CONCRETE

COLUMNS (BELOW)

CONC. COLUMNS &

BEAMS

17'-5 3/8" 15'-11" 20'-8" 21'-11" 11'-1" 1'-1 9/16"

'-8

/8

9'

-3

'-1

1" 9'

-0

S1. 19

S1. 19

S1. 25

11 5/8" CONCRETE

WALL (BELOW),

SEE NOTE 1

12" CMU

WALL

CONC.

COLUMNS

& BEAMS

CONC. BEAMS

& COLUMNS

(BELOW)

12" CMU WALL 12" CMU WALLS

& CONC. COLUMNS

(BELOW)

CONC.

COLUMN

S1. 19

S1. 25

S1. 17

S1. 25

S1. 25

S1. 25

17'-5 3/8"

SIM.

SIM.

18'-10" 14'-2" 1'-1 9/16"

M

AT

C H

L

IN

E

SE

E S1

. 1

M

AT

C H

L

IN

E

SE

E S1

. 1

M

AT

C H

L

IN

E

SE

E S1

. 0

'-6

12" CMU WALL,

TYP. THROUGHOUT

U.N.O., SEE NOTE 8

24" WIDE x 24" DEEP (16" BELOW BOTTOM

OF SLAB) CONCRETE BEAM. SEE NOTE 5

12" CMU WALL, TYP.

THROUGHOUT U.N.O.,

SEE NOTE 8

12" x 18" CONCRETE

COLUMN TYPE C1

BELOW, SEE NOTE 3

S1. 16

SEE ARCH. DWGS.

12" CMU WALL BELOW

12" CMU WALL BELOW

12" x 18" CONCRETE COLUMN TYPE

C1 BELOW, SEE NOTE 3

12" x 18"

CONCRETE

COLUMN TYPE

C1 BELOW, SEE

NOTE 3

12" CMU WALL, TYP. THROUGHOUT

U.N.O., SEE NOTE 8

24" WIDE x 24" DEEP (16" BELOW

BOTTOM OF SLAB) CONCRETE

BEAM. SEE NOTE 5

S1. 25

S1. 25

S1. 16

/1 6"

2' -4

/1

6"

HSS5x5x5/16

COLUMN UP TO

CLERESTORY

ROOF

S1. 23

S1. 24

S1. 24

S1. 24

S1. 24 5

S1. 24

S1. 24

S1. 24

S1. 25

#5 @ 8"O.C., TOP & BOTTOM

(OUTSIDE LAYER)

#5 @ 8"O.C., TOP & BOTTOM

(INSIDE LAYER)

ADMINISTRATIVE

BUILDING

CONF &

ARCHAEOLOGY

BUILDING

STORAGE BUILDING

KEY PLAN

AREA

VIRGIN ISLANDS NATIONAL PARK

LIND POINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

CADD:

251144B

160151S1.

RMS (ADMIN) - MAIN

LEVEL SLAB PLAN

11/04/2020

LGC & TGM

DWU

198 345

DWU

1/4" = 1'-0" Main Level Slab Plan - Admin

NOTES:

1. 11 5/8" CONCRETE WALL. REINFORCE W/ #5 @ 6" O.C. VERT. EA. FACE & #4 @ 12" O.C. HORIZ. EA. FACE. SEE SHEET S1.15 FOR

TYPICAL WALL REINFORCING DETAILS.

2. T/SLAB EL. = 0'-0" TYP. U.N.O.

3. 12" x 18" CONCRETE COLUMNS C1 TO BE REINFORCED W/ 6-#7 VERTICAL & #3 TIES @ 6" O.C. TERMINATE VERTICAL BARS AT

BEAM TOP REINFORCING W/ STD. 90° HOOKS.

4. 8" CONCRETE SLAB AT FIRST…