B08_Attachment_5_Final_Construction_Drawings.pdf

OR

OR

Design (Title I)

Prepared in Accordance with Preliminary by Preliminary Design (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Preliminary Design (Title I)

Project Manager

Drawing No.

Date

Date

QUALITY DESIGN CERTIFICATIONSheetMark REVISION Date Initial

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

PMIS

PRIME/ARCH

ANDERSON HALLAS, PC

GOLDEN, CO

80401 PMIS/PKG NO.

SHEET

OF

DESIGN TEAM

STRUCTURAL

JVA, INC.

BOULDER, CO

80302

ELECTRICAL

AE DESIGN

DENVER, CO

80202

MECH / PLUMB

360 ENGINEERING

GOLDEN, CO

80403

FIRE SAFETY

INTERFACE

PORTLAND, OR

97204

5/

/2

1:

:5

P

M B

IM

-5

N P

S P

A

IS

R eh ab H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r vt

306809

306809

180451

1 83

TEXAS

INTERMOUNTAIN KLEBERG TEXAS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ

PARK HEADQUARTERS

FINAL CD

PADRE ISLAND NATIONAL SEASHORE

PROJECT LOCATION

PROJECT LOCATION

1 G0.1 G0.3 M3.1 CX MOD REVIEW 5/25/2023 LHMG0.

GENERAL NOTES

1. DO NOT SCALE DRAWINGS.

2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES (SEE

LIST OF APPLICABLE CODES).

3. VERIFY DIMESIONS OF ELEMENTS TO REMAIN IN FIELD. DRAWINGS

ARE BASED ON LIMITED FIELD MEASUREMENT.

4. ALL DIMENSIONS ARE TO FACE OF STRUCTURE UNLESS OTHERWISE

NOTED. ALL DIMENSIONS INDICATING REQUIRED CLEARANCES ARE

TO FACE OF FINISH UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM

OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD

CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK

MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH

CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT

DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING

WITH CONSTRUCTION.

6. SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT

DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A

CLARIFICATION FROM THE CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING

HIMSELF WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND

DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ADVISING THE CONTRACTING OFFICER OF ALL ITEMS REQUIRING A

LONG LEAD TIME UPON NOTICE TO PROCEED THAT WILL AFFECT THE

SCHEDULE, AND SHALL SUBMIT ORDER CONFIRMATIONS AND

DELIVERY DATES FOR THE ITEMS IN QUESTION TO THE CONTACTING

OFFICER.

8. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN

STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED

SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE

MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT

SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION

SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE

CONTRACTOR SHALL FURNISH TO THE CONTRACTING OFFICER. ALL

WARRANTIES AND GUARANTEES REQUIRED AT THE CONCLUSION OF

THE PROJECT.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK UPS / UTILITY

CONNECTIONS, ETC. TO TEMPORARY TRAILERS. DURING

CONSTRUCTION.

WALL TYPES X

PLUMBING

WALL

TYPE #

GRAPHIC

REPRESENTATION

MR GWB, PT. ABOVE TILE AND ON

NON-TILED WALLS

2X6 WOOD STUDS AT 16" OC

MINERAL WOOL ACOUSTIC BATT

MR GWB, PT

INTERIOR

TYPICAL

/4

MR GWB, PT

2X4 WOOD STUDS AT 16" OC

MR GWB, PT

MINERAL WOOL ACOUSTIC

BATT INSULATION

WET

AT RESTROOMS PROVIDE

CERAMIC TILE ON CTBB TO

5 FT WHERE DESIGNATED

INTERIOR

SHEAR

WALL

/4

MR GWB, PT

2X4 WOOD STUDS AT 16"

MR GWB, PT

MINERAL WOOL ACOUSTIC

BATT INSULATION

PLYWOOD SHEATHING,

REF: STRUCTURAL

FIBER CEMENT LAP SIDING

1"X3" P.T. FURRING STRIPS 16" OC

2 LAYERS 1.5" POLYISO INSULATION

WITH AIR/VAPOR BARRIER BETWEEN

EXISTING 1X DIAGONAL

SHEATHING TO REMAIN

EXISTING WOOD STUD

FRAMING TO REMAIN

UNFACED MINERAL WOOL

BATT INSULATION

MR GWB, PT

EXTERIOR

TYPICAL

MATERIALS - NEW EXCEPT

WHERE NOTED AS EXISTING

A4.0

A8.0

ROOM

250 SF

A9.0

A5.0

FIRST FLOOR

100'-0"

5 1 6 75

KEY

NOTE

WALL

TYPE

WINDOW

TYPE/NUMBER

DOOR

NUMBER

ELEVATION

MARK

NORTH

ARROW

DETAIL

REFERENCE

BUILDING

SECTION

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ROOM

TAG

SYMBOLS

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

P.T. PRESSURE TREATED

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PAINT

PTD PAINTED

PWD PLYWOOD

QT QUARRY TILE

R RISER

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATE(D)

REQ REQUIRED

REV REVISE, REVISED or

REVISION

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

(S) SEALANT

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STRUC STRUCTURE or

STRUCTURAL

(T) TEMPERED

T TREAD

T&G TONGUE AND GROOVE

T.O. TOP OF

TD THRESHOLD

TYP TYPICAL

UON UNLESS OTHERWISE

NOTED

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WIN WINDOW

FACP FIRE ALARM CONTROL

PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED

PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM

ASSOCIATION

GALV GLAVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and

AIR CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL

and PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

<N> NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

# POUND(S) or NUMBER

& AND

< ANGLE

@ AT

A/V AUDIO VISUAL

ABA AMERICAN BARRIERS ACT

ABV ABOVE

ACM ASBESTOS CONTAINING

MATERIAL

ACT ACCOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

AVB AIR /VAPOR BARRIER

B.O. BOTTOM OF

BLDG BUILDING

BLKG BLOCKING

BR BACKER ROD

BTWN BETWEEN

C.O. CONTRACTING OFFICER

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE

BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

<E> EXISTING

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

ETR EXISTING TO REMAIN

EXT EXTERIOR

ABBREVIATIONS INDEX

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

G0.1

LM/JM

LM/JM

WS/LM

5/3/2023

GENERAL

INFORMATION & INDEX

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

2 83

SHEET #

OF

SUB.

SHEET SHEET NAME

MECHANICAL

45 83 M0.1 HVAC COVER SHEET

46 83 M0.2 MECHANICAL COMCHECK

47 83 MD1.1 HVAC DEMO

48 83 M1.1 HVAC NEW FLOOR PLAN

49 83 M1.2 REFRIGERANT PIPING FLOOR PLAN

50 83 M3.0 MECHANICAL SECTION VIEWS

51 83 M4.0 MECHANICAL DETAILS

52 83 M6.0 MECHANICAL SCHEDULES

PLUMBING

53 83 P0.1 PLUMBING COVER SHEET

54 83 PD1.1 PLUMBING DEMO

55 83 P1.1 PLUMBING NEW FLOOR PLAN

56 83 P2.0 PLUMBING ENLARGED PLANS

57 83 P3.0 PLUMBING WASTE/VENT ISOMETRICS

58 83 P4.0 PLUMBING DETAILS

59 83 P6.0 PLUMBING SCHEDULES

ELECTRICAL

60 83 E0.0 ELECTRICAL COVER SHEET

61 83 E0.1 ELECTRICAL GENERAL NOTES

62 83 E1.0 ELECTRICAL CRAWLSPACE POWER PLAN

63 83 E1.1 ELECTRICAL MAIN FLOOR POWER PLAN

64 83 E2.1 ELECTRICAL MAIN FLOOR LIGHTING PLAN

65 83 E3.0 ELECTRICAL ONE-LINE DIAGRAM

66 83 E4.0 ELECTRICAL SCHEDULES

67 83 E4.1 ELECTRICAL SCHEDULES

68 83 E4.2 ELECTRICAL SCHEDULES

69 83 E5.0 ELECTRICAL DETAILS

TECHNOLOGY

70 83 T0.0 TECHNOLOGY COVER SHEET

71 83 T0.1 TECHNOLOGY RESPONSIBILITY MATRIX

72 83 T2.1 TECHNOLOGY MAIN PLAN

73 83 T3.1 TECHNOLOGY MAIN FLOOR CEILING

PLAN

74 83 T4.0 ENLARGED TECHNOLOGY PLAN

75 83 T5.0 TECHNOLOGY DIAGRAMS

76 83 T6.0 TECHNOLOGY DETAILS

77 83 T6.1 TECHNOLOGY DETAILS

78 83 T7.0 TECHNOLOGY SCHEDULES

FIRE LIFE SAFETY

79 83 FP0.1 SYMBOL LIST AND GENERAL NOTES -

FIRE LIFE SAFETY

80 83 FPD1.0 CRAWLSPACE DEMOLITION PLAN - FIRE

LIFE SAFETY

81 83 FPD1.1 MAIN FLOOR DEMOLITION PLAN - FIRE

LIFE SAFETY

82 83 FP1.1 MAIN FLOOR PLAN - FIRE LIFE SAFETY

83 83 FP4.0 DETAILS - FIRE LIFE SAFETY

SHEET #

OF

SUB.

SHEET SHEET NAME

GENERAL

1 83 G0.0 COVER SHEET

2 83 G0.1 GENERAL INFORMATION & INDEX

3 83 G0.2 CONSTRUCTION STAGING PLAN

4 83 G0.3 MAIN FLOOR CODE PLAN & ANALYSIS

ARCHITECTURAL

5 83 AD1.0 CRAWLSPACE DEMOLITION PLAN & RCP

6 83 AD1.1 MAIN FLOOR DEMOLITION PLAN

7 83 AD1.2 MAIN FLOOR DEMOLITION RCP & ROOF

PLAN

8 83 A1.0 CRAWLSPACE PLAN

9 83 A1.1 MAIN FLOOR PLAN

10 83 A1.2 ROOF PLAN

11 83 A2.0 CRAWLSPACE REFLECTED CEILING PLAN

12 83 A2.1 MAIN FLOOR REFLECTED CEILING PLAN

13 83 A3.1 EXTERIOR ELEVATIONS

14 83 A3.2 EXTERIOR ELEVATIONS

15 83 A4.1 BUILDING SECTIONS

16 83 A4.2 BUILDING SECTIONS

17 83 A5.1 WALL SECTIONS

18 83 A5.2 WALL SECTIONS

19 83 A6.1 ENLARGED PLANS & INTERIOR

ELEVATIONS

20 83 A6.2 FINISH SCHEDULE & INTERIOR

ELEVATIONS

21 83 A6.3 INTERIOR CASEWORK

22 83 A7.1 VERTICAL CIRCULATION

23 83 A7.2 VERTICAL CIRCULATION

24 83 A8.1 DOOR & WINDOW SCHEDULES

25 83 A8.2 STOREFRONT

26 83 A9.1 DETAILS - WALL ENVELOPE

27 83 A9.2 DETAILS - OPENINGS

28 83 A9.3 DETAILS - OPENINGS

29 83 A9.4 DETAILS - ROOF

STRUCTURAL

30 83 S0.1 GENERAL NOTES

31 83 S0.2 GENERAL NOTES

32 83 S0.3 GENERAL NOTES

33 83 S0.4 ABBREVIATIONS & SYMBOLS

34 83 S0.5 3D VIEW

35 83 S1.1 FOUNDATION PLAN

36 83 S1.2 FLOOR FRAMING PLAN

37 83 S1.3 ROOF FRAMING PLAN

38 83 S4.1 FRAME ELEVATIONS

39 83 S5.01 TYPICAL CONCRETE DETAILS

40 83 S5.02 TYPICAL WOOD DETAILS

41 83 S5.03 TYPICAL WOOD DETAILS

42 83 S5.11 FOUNDATION SECTIONS

43 83 S5.21 FLOOR FRAMING SECTIONS

44 83 S5.31 ROOF FRAMING SECTIONS

HQ BLDG

STAGING AND ACCESS NOTES

1. SINGLE ROAD ACCESS ROUTE FOR CONSTRUCTION AND

NPS. MAINTAIN NPS ACCESS AND EMERGENCY EGRESS

ROUTES. COORDINATE ANY TEMPORARY ROAD

CLOSURES WITH CONTRACTING OFFICER.

2. POTENTIAL STAGING AREA SHOWN.

3. EXISTING TRAILER SOUTH OF HQ TO BE REMOVED BY

PARK PRIOR TO CONSTRUCTION.

4. CONTRACTOR PARKING TO BE COORDINATED WITH

CONTRACTING OFFICER AND MAY CHANGE SEASONALLY.

5. PROVIDE FENCING AT CONSTRUCTION AND STAGING

AREAS AS DESCRIBED IN DIV 01 SPECIFICATIONS.

6. GATES PROVIDED AS ACCESS TO FENCED

CONSTRUCTION SHALL NOT SWING INTO EXISTING

TRAFFIC AREAS.

7. STAGING AREA SHALL BE RESTORED TO PRE-

CONSTRUCTION CONDITION WHEN WORK IS COMPLETE.

8. CONTRACTOR SHALL MAINTAIN EMERGENCY EGRESS

ROUTES DURING CONSTRUCTION.

9. SEE SPECIFICATIONS FOR COMPLIANCE AND MITIGATION

REQUIREMENTS.

CONSTRUCTION AREA

DESIGNATED STAGING AREA

STAGING AND ACCESS LEGEND

MAINTAIN NPS ACCESS

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

G0.2

LM/JM

LM/JM

WS/LM

5/3/2023

CONSTRUCTION

STAGING PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

3 83

G0.2

CONSTRUCTION STAGING AND ACCESS1

SCALE OF FEET

6030030

CODE ANALYSIS

APPLICABLE CODES

2021 INTERNATIONAL BUILDING CODE

2021 INTENATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL FIRE CODE

2020 NATIONAL ELECTRIC CODE

ASHRAE 90.1 - 2013

ASHRAE 62.1 - 2004

NFPA 72

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

2021 IEBC CLASSIFICATION

604 WORK CLASSIFIED AS A LEVEL 3 ALTERATION

604 WORK AREA IS ENTIRE BUILDING

903 FIRE SPRINKLER AND ALARM SYSTEMS ARE NOT REQUIRED

ALL NEW CONSTRUCTION TO COMPLY WITH IBC AND IECC

2021 IBC USE & OCCUPANCY CLASSIFICATION

B BUSINESS

*NOTE: ASSEMBLY AND STORAGE AREAS ARE CONSIDERED ACCESSORY PER IBC 303.1.2

GENERAL BUILDING HEIGHTS & AREAS

EXISTING BUILDING HEIGHT (18'-4"), STORIES (1), AND AREA (4,700 SQ. FT.) ALLOW THE

BUILDING TO BE CONSIDERED TYPE VB CONSTRUCTION PER IBC 504-506.

TYPE OF CONSTRUCTION

VB PER SECTION 602.5 (NON-SPRINKLERED)

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 & 705.5

PRIMARY STRUCTURAL FRAME 0HR

BEARING WALLS

EXTERIOR 0HR*

INTERIOR 0HR

NON-BEARING WALLS

EXTERIOR 0HR*

INTERIOR 0HR

FLOOR CONSTRUCTION 0HR

ROOF CONSTRUCTION 0HR

*705.3 BUILDINGS ON THE SAME LOT, EXCEPTION 1:

TWO OR MORE BUILDINGS ON THE SAME LOT 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.

EXISTING GARAGE OF CONSTRUCTION TYPE S-1 ADDS 1,117 SQ. FT.

4,700 SQ. FT. + 1,117 SQ. FT. = 5,817 SQ. FT. < 9,000 SQ. FT. (COMBINED ALLOWABLE)

MEANS OF EGRESS

OCCUPANTS: 49 IN BUSINESS OCCUPANCY

BREAK 5

CONFERENCE 19

OFFICES 22

MECHANICAL / STORAGE 3

TOTAL BUILDING OCCUPANTS 49

EXIT SEPARATION

SEPARATION REQUIRED = 56'-0"

SEPARATION PROVIDED = 60'-7"

(EXIT SEPARATION IS NOT LESS THAN 1/2 OVERALL DIAGONAL IN ACCORDANCE WITH IBC

1007.1.1)

EGRESS WIDTH PER IBC 1005.3.2

OTHER EGRESS COMPONENTS: 0.2" PER OCCUPANT

49 OCCUPANTS X 0.2 = 9.8" (FOR DOORS, DEFAULTS TO 32" MIN CLEAR WIDTH)

EXIT ACCESS MAXIMUM TRAVEL DISTANCE PER IBC TABLE 1017.2

OCCUPANCY B (NON-SPRINKLERED) 200'

MINIMUM PLUMBING FACILITIES

PLUMBING FIXTURE COUNTS PER OCCUPANT LOAD, PER IBC 2902.1

49 TOTAL BUILDING OCCUPANTS

WATER CLOSETS: 1 PER 25 FOR THE FIRST 50 OCCUPANTS AND 1 PER 50 FOR THE

REMAINDER EXCEEDING 50

= 2 REQUIRED, 2 PROVIDED

LAVATORIES: 1 PER 40 FOR THE FIRST 80 OCCUPANTS

= 2 REQUIRED, 2 PROVIDED

DRINKING FOUNTAINS: 1 PER 100

= 1 REQUIRED, 1 FILTERED BOTTLE FILLING STATION INDICATED IN LIEU OF FOUNTAIN

TO COMPLY WITH CURRENT PARK PRACTICES GIVEN LIMITED DRINKING WATER

SUPPLY ON THE ISLAND

SERVICE SINKS: 1 REQUIRED, 1 PROVIDED

2021 IECC

C301 KLEBERG COUNTY, TX: CLIMATE ZONE 2A WARM-HUMID

613 MIN PRESCRIPTIVE R- AND U-VALUES PROVIDED VLAUES

ROOF ABOVE DECK R25CI R25CI

WOOD FRAMED WALLS R13 + R3.8CI R15 + R15CI

FRAMED FLOORS R30 R30

FENESTRATION OPERABLE U.60 U.60

ENTRANCE DOORS U.83 U.83

ABA EXIT

LEGEND

FEC

EGRESS DOOR

ABA ROUTE

NEW SEMI-RECESSED

FIRE EXTINGUISHER

CABINET (SHALL NOT

PROTRUDE MORE

THAN 4" FROM WALL).

SLOPE NOT TO EXCEED 2% IN ANY

DIRECTION AT LANDING OF DOOR

CHANGES IN LEVEL IN FLOOR SURFACE OF

1/4 INCH MAXIMUM.

CHANGES IN LEVEL GRATER THAN 1/4 INCH

IN HEIGHT AND NOT MORE THAN 1/2 INCH

MAXIMUM IN HEIGHT SHALL BE BEVELED

WITH A SLOPE NOT STEEPER THAN 1:2

VEST.

MECH

IT EQUIP

L STOR

C/P

S CHIEF

JAN

UNISEX

UNISEX

SHARED

IT OFFICE

M CHIEF

L CHIEF

VEST.

R SHARED 1

R SHARED 2

BREAK

CONFERENCE

SUPER

PROP & PIV

A CHIEF

VEST.

A SHARED

T CHIEF

I CHIEF

TO

PARKING

AREA

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

S CHIEF

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

SHARED

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

IT OFFICE

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

IT EQUIP

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

STORAGE

MECH

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

CONCENTRATED

BUSINESS USE

BREAK

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

ASSEMBLY

CONFERENCE

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

SUPER

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

T CHIEF

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

I CHIEF

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

A SHARED

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

A CHIEF

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

PROP & PIV

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

STORAGE

JAN

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

C/P

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

R SHARED 2

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

R SHARED 1

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

STORAGE

L STOR

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

L CHIEF

OCC TYPE:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

OFFICE

M CHIEF

R STOR

FEC FEC

FEC

FEC

FEC

REQ. EXIT SEPARATION: 1/2 x 167' - 10 5/8" = 84' - 0"

EXIT EGRESS DISTANCE 167' - 10 5/8"

EXIT EGRESS SEPARATION

100' - 11 1/8" ACTUAL

ACCESSIBILITY CLEAR SPACE LEGEND

CLEAR FLOOR

SPACE (CFS)

CIRCULAR

TURNING SPACE*

ø 5' - 0

4' - 0"

T-SHAPED

TURNING SPACE

1' - 0" 3' - 0" 1' - 0"

4' - 0"

FRONT APPROACH

PULL SIDE

(FINISHED)

1' - 6" MIN.

3' - 0"

4' - 6"

LATCH APPROACH

PUSH SIDE

(FINISHED)

2' - 0" MIN.

3' - 0"

5' - 0"

FRONT APPROACH

PUSH SIDE

3' - 0"

WATER CLOSET

CLEARANCE

5' - 0"

FRONT APPROACH

PUSH SIDE W/ CLOSER

4' - 0"

1' - 0" 3' - 0"

*60-INCH MIN DIAMETER TURNING SPACE FOR EXISTING BUILDINGS PER ANSI/ICC A117.1 SECTION 304.3.1.2

CONDITIONED SPACE

THERMAL

ENVELOPE

CONDITIONED

SPACE

THERMAL

ENVELOPE

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/2

/2

:4

:4

P

M

G0.3

LM/JM

LM/JM

WS/LM

5/3/2023

MAIN FLOOR CODE

PLAN & ANALYSIS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

4 83

80 168

SCALE OF FEET

G0.3

MAIN FLOOR CODE AND ABA PLAN1

FIRE PROTECTION ANALYSIS PER AHJ (6/3/2022)

FOR THIS OCCUPANCY CLASSIFICATION, BUILDING AREA, AND

CONSTRUCTION TYPE, IBC / IFC DOES NOT REQUIRE FIRE

SPRINKLERS OR FIRE DETECTION ALARM SYSTEM:

SPRINKLERS. IBC/IFC SECTION 903 HAS NO REQUIREMENT FOR B

OCCUPANCIES, UNLESS THIS OCCUPANCY WAS IN A BUILDING

HIGHER THAT 55 FEET (903.2.11.3) OR WITHIN A STORY WITHOUT

OPENINGS (903.2.11.1).

ALARM/DETECTION. IBC/IFC SECTION 907.2.2 ONLY REQUIRES A

MANUAL FIRE ALARM SYSTEM WHEN THE TOTAL OCCUPANT LOAD OF

THE BUILDING IS 500 OR MORE OCCUPANTS, OR 100 OCCUPANTS

ABOVE/BELOW THE FIRST FLOOR.

BUILDING HEIGHT AND AREA: IBC SECTION 506 LISTS THE ALLOWABLE

AREA OF BUILDINGS BASED UPON THE OCCUPANCY CLASSIFICATION

AND CONSTRUCTION TYPE. THE PROPOSED BUILDING IS INDICATED

AS A SINGLE-STORY, BUSINESS OCCUPANCY, TYPE 5-B, WITH A TOTAL

AREA OF 4,700 SQUARE FEET, WHICH IS WELL BELOW THE

ALLOWABLE AREA FACTOR OF 9,000 SQUARE FEET LISTED IN TABLE

506.2

ADJACENT BUILDING. AS NOTED ON SHEET G0.3, THE GARAGE

LOCATED ADJACENT TO THE HQ BUILDING CAN BE CONSIDERED ONE

BUILDING FOR THE PURPOSES OF CALCULATING ALLOWABLE AREA IN

ACCORDANCE WITH IBC 705.3, EXCEPTION 1, AS LONG AS THE MOST

RESTRICTIVE AREA CALCULATION IS USED . IN REVIEWING IBC TABLE

506.2 FOR A GROUP S-1 OCCUPANCY (THE ADJACENT PARKING

GARAGE), THE ALLOWABLE AREA FACTOR IS ALSO LISTED AS 9,000

SQUARE FEET FOR TYPE V-B CONSTRUCTION.

SCALE B

SECTION - THERMAL ENVELOPE

SCALE B

SECTION - THERMAL ENVELOPE

160 3216

SCALE OF FEET

5/25/2023

B B

10' - 7" 10' - 11" 11' - 7" 11' - 11" 10' - 8" 11' - 0" 11' - 0" 11' - 2" 10' - 9" 11' - 0" 11' - 2" 10' - 7" 11' - 3" 10' - 10" 10' - 10"

165' - 3"

A A

C C

D1

D2 D2

D3 D3

D4

D28

D2

D2

D3

D27

D3

D1 D1D1D1D1

D27

D29

D30D30D30D30

B B

A A

C C

D6D6D6

D4D3

D29

GWB CEILING TO BE REMOVED

LEGEND

ACT CEILING TO BE REMOVED

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:2

P

M

AD1.0

LM/JM

LM/JM

WS/LM

5/3/2023

CRAWLSPACE

DEMOLITION PLAN &

RCP

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

5 83

80 168

SCALE OF FEET

SCALEAD1.0

1 CRAWLSPACE DEMOLITION PLAN

A

1. GENERAL INTENT IS THAT ALL NON-STRUCTURAL ITEMS

ARE TO BE DEMOLISHED. DRAWINGS SEEK TO

REPRESENT THE SCOPE AND RANGE OF DEMOLITION

REQUIRED BUT ARE NOT INTENDED TO BE INCLUSIVE OF

ALL NECESSARY WORK.

2. STRUCTURAL ITEMS TO REMAIN INCLUDE WOOD FRAMING

AND SHEATHING AT ROOF, WALL AND FLOOR. COMPLETE

DEMOLITION TO THE EXTERIOR AND INTERIOR FACE OF

RAFTER, JOIST, STUD OR SHEATHING, TYPICAL. SEE

STRUCTURAL FOR SELECTIVE PIER DEMOLITION.

3. SEE ALSO STRUCTURAL (NOTES S0.1), MECHANICAL

(MD1.1), PLUMBING (PD1.1), ELECTRICAL (NOTES E0.1)AND

FIRE PROTECTION (FPD1.0) SHEETS FOR THE FULL

EXTENT OF DEMOLITION ACTIVITIES.

DEMOLITION NOTES:

KEYNOTES

D1 REMOVE CONCRETE SLAB AND CMU/CONCRETE

CURB THROUGHOUT CRAWLSPACE

D2 REMOVE PERIMETER SKIRT WALLS AND DOORS AT

CRAWLSPACE

D3 REMOVE EXTERIOR WOOD STAIR, STRUCTURAL

POSTS AND JOIST TO REMAIN

D4 DEMOLISH RAMP RAILING BOARDS. REMOVE AND

SALVAGE ALL OTHER ELEMENTS OF NORTH RAMP

AS REQUIRED FOR CONSTRUCTION ACCESS

D6 REMOVE CEILINGS AND INSULATION WHERE

PRESENT IN CRAWLSPACE

D27 GENERATOR AND TRANSFORMER TO REMAIN.

PROTECT IN PLACE

D28 REMOVE WD SCREEN AT MECH UNIT ENCLOSURE

D29 EXISTING COMMUNICATION POLE TO REMAIN

D30 EXISTING COLUMNS TO REMAIN

SCALEAD1.0

2 CRAWLSPACE REFLECTED CEILING DEMOLITION PLAN

A

DN

D N

B B

A A

C C

DN D7

D7

D7

D7

D8

D8D3

D3

D4

D28

D9

D10

D11

D11 D11

D12

D12

D12

D12

D13D13 D14 D14

D15

D15

D15

D17

D18D18

D3

D8

D19

D17

D20

D20

D27

DNDN

DN DN

D5D3

D29

D5

D11

D11

D11D11

D11 D11

EXISTING STRUCTURE TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR TO BE REMOVED

LEGEND

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:2

P

M

AD1.1

LM/JM

LM/JM

WS/LM

5/3/2023

MAIN FLOOR

DEMOLITION PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

6 83

80 168

SCALE OF FEET

SCALEAD1.1

1 MAIN FLOOR DEMOLITION PLAN

A

KEYNOTES

D3 REMOVE EXTERIOR WOOD STAIR, STRUCTURAL

POSTS AND JOIST TO REMAIN

D4 DEMOLISH RAMP RAILING BOARDS. REMOVE AND

SALVAGE ALL OTHER ELEMENTS OF NORTH RAMP

AS REQUIRED FOR CONSTRUCTION ACCESS

D5 REMOVE LOUVERED PARTITION AT ENTRY PORCH

D7 REMOVE EXTERIOR WALL CLADDING, TRIM ETC.

BACK TO WD STRUCTURAL FRAMING, PROTECT

STRUCTURE

D8 REMOVE EXISTING EXTERIOR DOORS, FRAMES AND

TRIM

D9 REMOVE ALL EXISTING WINDOWS

D10 REMOVE EXTERIOR STOREFRONT

D11 REMOVE ALL FLOORING AND RELATED ADHESIVES

AND GROUT; REF: STRUCTURAL FOR EXTENT OF

REMOVAL OF FLOOR SUBSTRATE

D12 REMOVE ALL GWB, FURRING, INSULATION, FINISHES

AND TRIM AT INSIDE OF EXTERIOR WALLS -

PROTECT STRUCTURAL FRAMING

D13 REMOVE ALL INTERIOR WALLS, PARTITIONS, TRIM

AND FINISHES, TYP. BRACE STRUCTURE DURING

DEMO ACTIVITIES, REF TO STRUCTURAL FOR

ADDITIONAL REQUIREMENTS

D14 REMOVE ALL INTERIOR DOORS, HARDWARE AND

TRIM

D15 REMOVE PLUMBING FIXTURES REF: PLUMBING

D17 REMOVE AND DISPOSE ALL <E> CASEWORK AND

ANY REMAINING <E> APPLIANCES

D18 REF: MECH AND ELEC FOR DEMO OF SYSTEMS,

PLENUM AND OTHER RELATED ITEMS IN THIS AREA

D19 REMOVE ROOF CONNECTION TO ADJACENT

GARAGE - SEE FLOOR PLAN SHEETS FOR

TERMINATION OF FIRE SUPPRESSION ELEMENTS

D20 ASBESTOS ABATEMENT REQUIRED. REF TO HAZMAT

REPORT AND SPECIFICATIONS

D27 GENERATOR AND TRANSFORMER TO REMAIN.

PROTECT IN PLACE

D28 REMOVE WD SCREEN AT MECH UNIT ENCLOSURE

D29 EXISTING COMMUNICATION POLE TO REMAIN

DEMOLITION NOTES:

1. GENERAL INTENT IS THAT ALL NON-STRUCTURAL

ITEMS ARE TO BE DEMOLISHED. DRAWINGS SEEK TO

REPRESENT THE SCOPE AND RANGE OF DEMOLITION

REQUIRED BUT ARE NOT INTENDED TO BE INCLUSIVE

OF ALL NECESSARY WORK.

2. STRUCTURAL ITEMS TO REMAIN INCLUDE WOOD

FRAMING AND SHEATHING AT ROOF, WALL AND

FLOOR. COMPLETE DEMOLITION TO THE EXTERIOR

AND INTERIOR FACE OF RAFTER, JOIST, STUD OR

SHEATHING, TYPICAL. SEE STRUCTURAL FOR

SELECTIVE PIER DEMOLITION.

3. SEE ALSO STRUCTURAL (NOTES S0.1), MECHANICAL

(MD1.1), PLUMBING (PD1.1), ELECTRICAL (NOTES E0.1)

AND FIRE PROTECTION (FPD1.0) SHEETS FOR THE

FULL EXTENT OF DEMOLITION ACTIVITIES.

A A

C C

D21

D21

D21

D22

D24

D24

D24

D24

D25

D24

D24

D22

D22

D22 D22

D22 D22

D23

D23

D23 D23

D29

B B

A A

C C

D25

D26

D29

GWB CEILING TO BE REMOVED

LEGEND

ACT CEILING TO BE REMOVED

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:2

P

M

AD1.2

LM/JM

LM/JM

WS/LM

5/3/2023

MAIN FLOOR

DEMOLITION RCP &

ROOF PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

7 83

80 168

SCALE OF FEET

KEYNOTES

D21 REMOVE REMAINING ACT CEILING, GRID AND HOSTED

ELEMENTS THROUGHOUT; REMOVE ALSO GWB, FURRING

AND FOAM PRODUCTS TYP AT UNDERSIDE OF RAFTERS

D22 REMOVE REMAINING GWB CEILING AND HOSTED

ELEMENTS THROUGHOUT; REMOVE ALSO GWB, FURRING

AND FOAM PRODUCTS TYP AT UNDERSIDE OF RAFTERS

D23 ACT CEILING ALREADY REMOVED IN THIS ROOM - REMOVE

GWB, FURRING AND FOAM PRODUCTS TYP AT UNDERSIDE

OF RAFTERS

D24 REMOVE SOFFIT, FASCIA AND TRIM BACK TO STRUCTURAL

ROOF FRAMING

D25 REMOVE ROOF, ROOFING AND STRUCTURE OVER EAST

PLATFORM

D26 REMOVE EXISING ROOF COVERING, UNDERLAYMENTS,

SUBSTRATE AND OTHER RELATED ITEMS DOWN TO

SHEATHING, RE STRUCT

D29 EXISTING COMMUNICATION POLE TO REMAIN

SCALEAD1.2

1 MAIN FLOOR REFLECTED CEILING DEMOLITION PLAN

A

SCALEAD1.2

2 ROOF DEMOLITION PLAN

A

DEMOLITION NOTES:

1. GENERAL INTENT IS THAT ALL NON-STRUCTURAL ITEMS

ARE TO BE DEMOLISHED. DRAWINGS SEEK TO

REPRESENT THE SCOPE AND RANGE OF DEMOLITION

REQUIRED BUT ARE NOT INTENDED TO BE INCLUSIVE OF

ALL NECESSARY WORK.

2. STRUCTURAL ITEMS TO REMAIN INCLUDE WOOD FRAMING

AND SHEATHING AT ROOF, WALL AND FLOOR. COMPLETE

DEMOLITION TO THE EXTERIOR AND INTERIOR FACE OF

RAFTER, JOIST, STUD OR SHEATHING, TYPICAL. SEE

STRUCTURAL FOR SELECTIVE PIER DEMOLITION.

3. SEE ALSO STRUCTURAL (NOTES S0.1), MECHANICAL

(MD1.1), PLUMBING (PD1.1), ELECTRICAL (NOTES E0.1)AND

FIRE PROTECTION (FPD1.0) SHEETS FOR THE FULL

EXTENT OF DEMOLITION ACTIVITIES.

A3.2

A3.1

A3.1

A3.2

B 1

A4.1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

C

A4.1

A4.1

A4.2

N6

N33

N33

N33

N33

N32 N5

A4.2

N1

N1

N33

N16 N16N16N16N16

N16 N16 N16N16

N16

D29

N42

N42

N32

N5 N42 N42

N42

N42

N42

N42

N42

EXISTING CONCRETE TO REMAIN

LEGEND

EXISTING ASPHALT TO REMAIN

NEW FILL AT CRAWLSPACE - SLOPE

2% TYP TO DRAIN TO PERIMETER

GENERAL DIRECTION OF SLOPE TO

PERIMETER - CONTRACTOR TO

PROVIDE SHOP DRAWING BASED

ON SURVEY

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:4

P

M

A1.0

LM/JM

LM/JM

WS/LM

5/3/2023

CRAWLSPACE PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

8 83

80 168

SCALE OF FEET

SCALEA1.0

1 CRAWLSPACE PLAN

A

KEYNOTES

D29 EXISTING COMMUNICATION POLE TO REMAIN

N1 INSTALL FILL (TO MATCH LOCAL CONDITIONS) AT

CRAWLSPACE TO MEET <E> GRADES AT

PERIMETER - SLOPE FOR POSITIVE DRAINAGE

N5 INSTALL ELEVATED PLATFORM AT MECH UNITS,

REF: STRUCTURAL S1.1 - PLATFORM HT AT ELEV 13

FT (ABOVE SEA LEVEL) EXCEEDS BASE FLOOD

ELEVATION PLUS PROJECTED SEA LEVEL RISE

N6 RE-INSTALL RAMP ELEMENTS WHERE REMOVED

FOR CONSTRUCTION. PROVIDE NEW GUARDRAILS

AND HANDRAILS ON EXISTING POSTS, REF:

STRUCTURAL FOR CONNECTION TO BUILDING

N16 PREFINISHED METAL DOWNSPOUT AND CONCRETE

SPLASH BLOCK

N32 NEW MECH. EQUIPMENT REF: MECHANICAL

N33 NEW CONCRETE GRADE BEAM REF: STRUCTURAL

N42 NEW 2X10 CANE DETECTION GUARD, 27" MAX.

HEIGHT AT TOP OF GUARD

GENERAL NOTES:

1. REFER TO STRUCTURAL AND MEP SHEETS FOR

THE FULL SCOPE OF SYSTEMS SHOWN ON THESE

SHEETS

2. PROTECT STRUCTURAL ELEMENTS TO REMAIN

3. TERRAIN AND HARDSCAPES AS DEPICTED ARE

REPRESENTATIVE ONLY - CONTRACTOR TO

PROVIDE FIELD SURVEY OF ACTUAL CONDITIONS

4. CONTRACTOR TO PROVIDE SHOP DRAWING FOR

PROPOSED GRADING AT THE CRAWLSPACE /

UNDERSTORY FOLLOWING SLAB DEMOLITION

UP

WH

A3.2

A3.1

A3.1

A3.2

A5.1

B 1

A4.1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

C

VEST.

MECH

IT EQUIP

L STOR

S CHIEF

UNISEX

UNISEX

C/P

A4.1

A4.1

A4.2

SHARED

IT OFFICE

M CHIEF

L CHIEF

VEST.

R SHARED 1

R SHARED 2

BREAK

CONFERENCE

SUPER

PROP & PIV

A CHIEF

VEST.

A SHARED

T CHIEF

I CHIEF

116 115

106a

119118

113 112

111225 24 22

17 16 15 13

23 20

28 31 3529 30 32 33 34 01 02 03 04 06 07 09

100b

106b

117b

165' - 3" VIF

10' - 7" 10' - 11" 11' - 7" 11' - 11" 10' - 8" 11' - 0" 11' - 0" 11' - 2" 10' - 9" 11' - 0" 11' - 2" 10' - 7" 11' - 3" 10' - 10" 10' - 10"

V

IF 1

100a

N6

N10

N11 N11

N11

N11N12N12

N13

N17

N

N22N24 N25

N25

117a

N10

N25

N15

HALL

R STOR

JAN

N24

A6.1

S4

S5

S2

S3 S6

A7.1

A7.2

A7.2

S1

MOP

A6.2

A4.2

N14

N8

FEC FEC

FEC

F E

C

F E

C

/8

/4

/4

(EXISTING GARAGE)

/4

/4

A6.3

A6.3

D29

/2

6' - 5 3/8" 10' - 0 5/8"

17' - 3" 19' - 11 3/4" 12' - 3 1/2" 12' - 7 1/2" 12' - 4 7/8" 9' - 11 5/8" 9' - 9 3/4" 13' - 7 5/8" 21' - 3 3/8" 18' - 6" 6' - 9 3/4" 10' - 8 1/4"

16' - 6" 16' - 9" 8' - 0 1/4" 13' - 2 1/2" 7' - 7" 12' - 6" 5' - 4 5/8" 14' - 4 5/8" 8' - 4 1/4" 18' - 2 3/8" 16' - 9 1/8" 16' - 9 1/4" 10' - 10"

/8

NEW CERAMIC TILE

RE: FINISH SCHEDULE

FLOOR FINISH LEGEND

NEW LINOLEUM

RE: FINISH SCHEDULE

EXISTING WOOD DECKING TO BE

SALVAGED AS NEEDED AND

REINSTALLED AT RAMP

NEW WOOD DECKING

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

A1.1

LM/JM

LM/JM

WS/LM

5/3/2023

MAIN FLOOR PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

9 83

80 168

SCALE OF FEET

SCALEA1.1

1 MAIN FLOOR PLAN

A

KEYNOTES

D29 EXISTING COMMUNICATION POLE TO REMAIN

N6 RE-INSTALL RAMP ELEMENTS WHERE REMOVED FOR

CONSTRUCTION. PROVIDE NEW GUARDRAILS AND

HANDRAILS ON EXISTING POSTS, REF: STRUCTURAL FOR

CONNECTION TO BUILDING

N8 RECONSTRUCT NORTH STAIR AND DECK WITH NEW

MATERIALS ON <E> STRUCTURE - PROVIDE <N> GUARDRAILS

AND HANDRAILS, REF: STRUCTURAL FOR CONNECTION TO

BUILDING

N10 CONSTRUCT NEW EXTERIOR WOOD STAIR AND DECK ON <E>

STRUCTURE WITH <N> LAYOUT, GUARDRAILS AND HANDRAILS

N11 NEW EXTERIOR WALL ASSEMBLY OVER EXISTING STUDS, SEE

WALL TYPE 1

N12 NEW WINDOW OPENING IN HISTORIC LOCATION - FRAMING

CONDITION UNKNOWN, TYPICAL

N13 NEW WINDOW OPENING AT FORMER DOOR LOCATION.

MODIFY FRAMING AS REQUIRED REF: STRUCTURAL

N14 GENERATOR AND UTILITY-OWNED TRANSFORMER TO

REMAIN; PROTECT IN PLACE

N15 WORK AT ADJACENT GARAGE IS LIMITED TO REPAIR OF

EXTERIOR FINISHES RELATED TO DEMOLITION OF ROOF

CONNECTION

N17 AT&T EQUIPMENT REINSTALLED IN THIS LOCATION BY

OTHERS

N19 COUNTERTOP AND CABINETS REF: A6.2

N22 WATER BOTTLE FILLING STATION REF: PLUMBING

N24 4x6 TIMBER POST REF: STRUCTURAL; EXPOSED - STAIN

N25 POST AND TIE DOWN WITHIN WALL FRAMING, TYP AT

GRIDLINE REF: STRUCTURAL

1. PROTECT STRUCTURAL ELEMENTS TO REMAIN

2. REFER TO STRUCTURAL, MEP AND FIRE

PROTECTION SHEETS FOR THE FULL SCOPE OF

SYSTEMS SHOWN ON THESE SHEETS

3. VERIFY IN FIELD GRID DIMENSIONS AND

DIMENSIONS FOR STRUCTURAL ELEMENTS TO

REMAIN. ARCHITECTURAL DIMENSIONS ARE

FROM THE FACE OF STUDS U.O.N.

4. WINDOWS, DOORS AND STOREFRONT OCCUPY

EXISTING FRAMED OPENINGS U.O.N - VERIFY

OPENING DIMENSIONS IN FIELD

5. ALL INTERIOR WALLS ARE TYPE 2 U.O.N. REFER

TO WALL TYPE LEGEND ON G0.1

6. REFER TO FINISH SCHEDULE ON A6.2 FOR FLOOR

FINISHES

GENERAL NOTES:

A3.2

A3.1

A3.1

A3.2

A5.1

B B 1

A4.1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A A

C C

A4.1

A4.1

A4.2

N30

N28

N28

N31

N31

N31

N31

N31

N31

N26

N26

N26

N26

N26

A4.2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

A9.4

A9.4 O.H.

A9.4 D29

N28

N28

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

A1.2

LM/JM

LM/JM

WS/LM

5/3/2023

ROOF PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

10 83

80 168

SCALE OF FEET

SCALEA1.2

1 ROOF PLAN

A KEYNOTES

D29 EXISTING COMMUNICATION POLE TO REMAIN

N26 NEW PREFINISHED GUTTER AND

DOWNSPOUTS, RE: EXTERIOR ELEVATIONS

N28 INSTALL FIBER CEMENT FASCIA AT

PERIMETER OF ROOF

N30 NEW ROOFING ASSEMBLY: EPDM MEMBRANE

ROOFING OVER PROTECTION BOARD OVER

R-25 RIGID POLYISO INSULATION

N31 PROVIDE TAPERED POLYISO RIGID

INSULATION AT EAVES; ROOFING ASSEMBLY

OTHERWISE THE SAME

1. PROTECT REMAINING STRUCTURAL ELEMENTS

2. REFER TO STRUCTURAL AND MEP FOR THE FULL

SCOPE OF SYSTEMS SHOWN ON THESE SHEETS

3. ARCHITECTURAL DIMENSIONS ARE FROM THE

INSIDE FACE OF STUDS U.O.N.

ROOF GENERAL NOTES:

A5.1

B B 1

A4.1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A A

C C

A4.1

A4.1

A4.2

N4

A4.2

N3

N2

D29

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

A2.0

LM/JM

LM/JM

WS/LM

5/3/2023

CRAWLSPACE

REFLECTED CEILING

PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

11 83

80 168

SCALE OF FEET

SCALEA2.0

1 CRAWLSPACE REFLECTED CEILING PLAN

A

1. CEMENT BOARD ASSEMBLY AT UNDERSIDE OF

JOISTS THROUGHOUT - SEE KEYNOTES FOR FULL

ASSEMBLY

2. PROTECT STRUCTURAL ELEMENTS TO REMAIN

3. VERIFY IN FIELD DIMENSIONS OF STRUCTURAL

ELEMENTS

KEYNOTES

D29 EXISTING COMMUNICATION POLE TO REMAIN

N2 INSTALL AIR VAPOR BARRIER AND CEMENT BOARD

BEAM WRAP AT PERIMETER OF CRAWLSPACE

N3 INSTALL MINERAL WOOL BATT INSULATION

BETWEEN FLOOR JOISTS, TYP

N4 INSTALL CEMENTITIOUS SHEATHING, CLASS I

VAPOR RETARDER AND PROTECTION BOARD

BELOW JOISTS THROUGHOUT CRAWLSPACE

RCP GENERAL NOTES:

DC

DC

DC

DC

A5.1

B 1

A4.1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

C

A4.1

A4.1

A4.2

N29

N29

A4.2

N26

N26

N26

N26

N26

N28

N28 N28

D29

N29

N28

N29

N28

N29

N29

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

A2.1

LM/JM

LM/JM

WS/LM

5/3/2023

MAIN FLOOR

REFLECTED CEILING

PLAN

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

12 83

80 168

SCALE OF FEET

SCALEA2.1

1 MAIN FLOOR REFLECTED CEILING PLAN

A

1. PAINT EXPOSED RAFTERS, STRUCTURAL FASCIA

AND UNDERSIDE OF ROOF DECK AT EXTERIOR

2. REFER TO STRUCTURAL, MEP AND TECHNOLOGY /

SECURITY SHEETS FOR THE FULL SCOPE OF

SYSTEMS SHOWN ON THESE SHEETS

KEYNOTES

D29 EXISTING COMMUNICATION POLE TO REMAIN

N28 INSTALL FIBER CEMENT FASCIA AT PERIMETER

OF ROOF

RCP GENERAL NOTES:

LEGEND AND EXTERIOR FINISHES

FIBER CEMENT LAP SIDING WITH 8"

EXPOSURE AND TRIM - PAINT EXT1

EXISTING VINYL SIDING AT GARAGE

WOOD DECK, STAIR AND RAILING

ELEMENTS - STAIN EXT1

STAINLESS STEEL MESH AT

GUARDRAILS

WINDOW AND STOREFRONT FRAMES -

CLEAR ANODIZED ALUMINUM

WOOD STRUCTURAL ELEMENTS

ABOVE FLOOR LEVEL - PAINT EXT2

WOOD RAFTERS AND UNDERSIDE OF

ROOF DECK - PAINT EXT2

GUTTERS AND DOWNSPOUTS -

PREFINISHED METAL (TO MATCH SIDING)CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

B

A4.1

A C

N11

N10

117a

N15

N16

N18

1/2" 12"

1/2" 12"

N42

N43

N43

N16

CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A4.1

A4.1

A4.2

N11

N12N12

N6

A7.1

29 30

32 33 34

35 01 02 03 04 05 06 07 08 09

A4.2

N16

N16

N16

Padre Island National Seashore

Park Headquarters

20301 Park Road 22

N9

N18

N16 N16

N42 N42

N43

N43

N8N42

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

A3.1

LM/JM

LM/JM

WS/LM

5/3/2023

EXTERIOR ELEVATIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

13 83

80 168

SCALE OF FEET

KEYNOTES

N6 RE-INSTALL RAMP ELEMENTS WHERE REMOVED

FOR CONSTRUCTION. PROVIDE NEW GUARDRAILS

AND HANDRAILS ON EXISTING POSTS, REF:

STRUCTURAL FOR CONNECTION TO BUILDING

N8 RECONSTRUCT NORTH STAIR AND DECK WITH

NEW MATERIALS ON <E> STRUCTURE - PROVIDE

<N> GUARDRAILS AND HANDRAILS, REF:

STRUCTURAL FOR CONNECTION TO BUILDING

N9 EXISTING NPS BUILDING SIGNAGE TO BE

REINSTALLED IN SAME LOCATION. PROVIDE

STRUCTURAL WOOD BLOCKING AS REQUIRED TO

SUPPORT SIGNAGE

N10 CONSTRUCT NEW EXTERIOR WOOD STAIR AND

DECK ON <E> STRUCTURE WITH <N> LAYOUT,

GUARDRAILS AND HANDRAILS

N11 NEW EXTERIOR WALL ASSEMBLY OVER EXISTING

STUDS, SEE WALL TYPE 1

N12 NEW WINDOW OPENING IN HISTORIC LOCATION -

FRAMING CONDITION UNKNOWN, TYPICAL

N15 WORK AT ADJACENT GARAGE IS LIMITED TO

REPAIR OF EXTERIOR FINISHES RELATED TO

DEMOLITION OF ROOF CONNECTION

N16 PREFINISHED METAL DOWNSPOUT AND CONCRETE

SPLASH BLOCK

N18 AREA FOR WALL ENVELOPE ASSEMBLY MOCKUP

INDICATED BY DASHED LINE

N42 NEW 2X10 CANE DETECTION GUARD, 27" MAX.

HEIGHT AT TOP OF GUARD

N43 NEW FIBER CEMENT CORNER TRIM

SCALEA3.1

2 EAST ELEVATION

A

SCALEA3.1

1 NORTH ELEVATION

A

NOTE: WIRE MESH AT NEW GUARDRAILS SHOWN FOR

GRAPHIC REPRESENTATION ONLY. REF: DETAIL 4/A7.1

CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

12345678910111213141516

A4.1

A4.1

A4.2

N13

N10

N11

A7.2

11106a 12 13 14 15 16 17 18

20 21 22 23 24 25

N5

N32

A4.2

N14

N16 N16

N16

N16

N16

94' - 4"

N42 N42

N43 N43

N42 N42 N42

A9.2

N41

CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

B

A4.1

AC

N10

N11

N6

N14

N16

1/2" 12"

1/2" 12"

N42

N43

N16

N43

N42 N42

LEGEND AND EXTERIOR FINISHES

FIBER CEMENT LAP SIDING WITH 8"

EXPOSURE AND TRIM - PAINT EXT1

EXISTING VINYL SIDING AT GARAGE

WOOD DECK, STAIR AND RAILING

ELEMENTS - STAIN EXT1

STAINLESS STEEL MESH AT

GUARDRAILS

WINDOW AND STOREFRONT FRAMES -

CLEAR ANODIZED ALUMINUM

WOOD STRUCTURAL ELEMENTS

ABOVE FLOOR LEVEL - PAINT EXT2

WOOD RAFTERS AND UNDERSIDE OF

ROOF DECK - PAINT EXT2

GUTTERS AND DOWNSPOUTS -

PREFINISHED METAL (TO MATCH SIDING)

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:5

P

M

A3.2

LM/JM

LM/JM

WS/LM

5/3/2023

EXTERIOR ELEVATIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

14 83

80 168

SCALE OF FEET

A3.2

SOUTH ELEVATION1

A3.2

WEST ELEVATION2

KEYNOTES

N5 INSTALL ELEVATED PLATFORM AT MECH UNITS,

REF: STRUCTURAL S1.1 - PLATFORM HT AT ELEV 13

FT (ABOVE SEA LEVEL) EXCEEDS BASE FLOOD

ELEVATION PLUS PROJECTED SEA LEVEL RISE

N6 RE-INSTALL RAMP ELEMENTS WHERE REMOVED

FOR CONSTRUCTION. PROVIDE NEW GUARDRAILS

AND HANDRAILS ON EXISTING POSTS, REF:

STRUCTURAL FOR CONNECTION TO BUILDING

N10 CONSTRUCT NEW EXTERIOR WOOD STAIR AND

DECK ON <E> STRUCTURE WITH <N> LAYOUT,

GUARDRAILS AND HANDRAILS

N11 NEW EXTERIOR WALL ASSEMBLY OVER EXISTING

STUDS, SEE WALL TYPE 1

N13 NEW WINDOW OPENING AT FORMER DOOR

LOCATION. MODIFY FRAMING AS REQUIRED REF:

STRUCTURAL

N14 GENERATOR AND UTILITY-OWNED TRANSFORMER

TO REMAIN; PROTECT IN PLACE

N16 PREFINISHED METAL DOWNSPOUT AND CONCRETE

SPLASH BLOCK

N32 NEW MECH. EQUIPMENT REF: MECHANICAL

N41 NEW PANELS, REF: ELECTRICAL MOUNTED ABOVE

FLOOD ELEVATION TO GIRDER AND BRACES PER

STRUCTURAL

N42 NEW 2X10 CANE DETECTION GUARD, 27" MAX.

HEIGHT AT TOP OF GUARD

N43 NEW FIBER CEMENT CORNER TRIM

NOTE: WIRE MESH AT NEW GUARDRAILS SHOWN FOR

GRAPHIC REPRESENTATION ONLY. REF: DETAIL 4/A7.1

CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A4.1

A4.1

A4.2

VEST.

L STOR

R SHARED 1

R SHARED 2

I CHIEF

N30

N11N11

N4 N33N1

1 1

2 22

R STOR

A4.2

A5.1

HALL

N33N33N33N33

B

A4.1

A C A5.1

R SHARED 1

IT OFFICE

N33

N4

N11

N30

N11

N1

B

A

HALL

A5.2

1/2" 12"

1/2" 12"

94' - 4"

CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

B

A4.1

A C

VEST.

N4

N11

N30

N1

HALL

C/P

A5.2

6 7/8"

N9

1/2" 12"

1/2" 12"

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:0

P

M

A4.1

LM/JM

LM/JM

WS/LM

5/3/2023

BUILDING SECTIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

15 83

80 168

SCALE OF FEET

SCALEA4.1

1 BUILDING SECTION E-W

A

SCALEA4.1

3 SECTION N-S NEAR GRID 5

BSCALEA4.1

2 BUILDING SECTION N-S NEAR GRID 10

B

KEYNOTES

N1 INSTALL FILL (TO MATCH LOCAL CONDITIONS) AT

CRAWLSPACE TO MEET <E> GRADES AT

PERIMETER - SLOPE FOR POSITIVE DRAINAGE

N4 INSTALL CEMENTITIOUS SHEATHING, CLASS I

VAPOR RETARDER AND PROTECTION BOARD

BELOW JOISTS THROUGHOUT CRAWLSPACE

N9 EXISTING NPS BUILDING SIGNAGE TO BE

REINSTALLED IN SAME LOCATION. PROVIDE

STRUCTURAL WOOD BLOCKING AS REQUIRED TO

SUPPORT SIGNAGE

N11 NEW EXTERIOR WALL ASSEMBLY OVER EXISTING

STUDS, SEE WALL TYPE 1

N30 NEW ROOFING ASSEMBLY: EPDM MEMBRANE

ROOFING OVER PROTECTION BOARD OVER R-25

RIGID POLYISO INSULATION

N33 NEW CONCRETE GRADE BEAM REF: STRUCTURAL

40 84

SCALE OF FEET

GENERAL NOTES:

1. REFER TO STRUCTURAL AND MEP SHEETS FOR

THE FULL SCOPE OF SYSTEMS SHOWN ON THESE

SHEETS

2. PROTECT STRUCTURAL ELEMENTS TO REMAIN

3. TERRAIN AND HARDSCAPES AS DEPICTED ARE

REPRESENTATIVE ONLY - CONTRACTOR TO

PROVIDE FIELD SURVEY OF ACTUAL CONDITIONS

4. CONTRACTOR TO PROVIDE SHOP DRAWING FOR

B

A4.1

A C

A SHARED

VEST.

N11

N11

N30

N4

N10

N1

HALL

105 104

1/2" 12" 1/2"

12" 1/2"

12"

N16

N16

CRAWLSPACE

92' - 4"

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

B

A4.1

A C

PROP & PIV

CONFERENCE

HALL

N1

1/2" 12"

1/2" 12"

N30

N4 N8

N16 N16

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:0

P

M

A4.2

LM/JM

LM/JM

WS/LM

5/3/2023

BUILDING SECTIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

16 83

40 84

SCALE OF FEET

SCALEA4.2

1 SECTION N-S NEAR GRID 15

ASCALEA4.2

2 SECTION N-S NEAR GRID 12

A

KEYNOTES

N1 INSTALL FILL (TO MATCH LOCAL CONDITIONS) AT

CRAWLSPACE TO MEET <E> GRADES AT PERIMETER - SLOPE

FOR POSITIVE DRAINAGE

N4 INSTALL CEMENTITIOUS SHEATHING, CLASS I VAPOR

RETARDER AND PROTECTION BOARD BELOW JOISTS

THROUGHOUT CRAWLSPACE

N8 RECONSTRUCT NORTH STAIR AND DECK WITH NEW

MATERIALS ON <E> STRUCTURE - PROVIDE <N> GUARDRAILS

AND HANDRAILS, REF: STRUCTURAL FOR CONNECTION TO

BUILDING

N10 CONSTRUCT NEW EXTERIOR WOOD STAIR AND DECK ON <E>

STRUCTURE WITH <N> LAYOUT, GUARDRAILS AND

HANDRAILS

N11 NEW EXTERIOR WALL ASSEMBLY OVER EXISTING STUDS, SEE

WALL TYPE 1

N16 PREFINISHED METAL DOWNSPOUT AND CONCRETE SPLASH

BLOCK

N30 NEW ROOFING ASSEMBLY: EPDM MEMBRANE ROOFING OVER

PROTECTION BOARD OVER R-25 RIGID POLYISO INSULATION

GENERAL NOTES:

1. REFER TO STRUCTURAL AND MEP SHEETS FOR

THE FULL SCOPE OF SYSTEMS SHOWN ON THESE

SHEETS

2. PROTECT STRUCTURAL ELEMENTS TO REMAIN

3. TERRAIN AND HARDSCAPES AS DEPICTED ARE

REPRESENTATIVE ONLY - CONTRACTOR TO

PROVIDE FIELD SURVEY OF ACTUAL CONDITIONS

4. CONTRACTOR TO PROVIDE SHOP DRAWING FOR

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

<N> FIBER CEMENT LAP SIDING

PRE-PAINTED BOTH SIDES AND

ENDS, SECURED TO FURRING

(2) <N> LAYERS 1.5-INCH CONTINUOUS

POLYISO RIGID INSULATION WITH

CLASS 1 SELF-ADHERING AIR/VAPOR

BARRIER (AVB) BETWEEN LAYERS

<N> FINISH FLOOR PER FINISH

SCHEDULE OVER <E> WOOD

FLOOR SHEATHING

<N> FULLY ADHERED EPDM ROOFING

SYSTEM, PROTECTION BOARD, AND

CONTINUOUS R25 POLYISO ROOF

INSULATION (IN TWO LIFTS)

<N> IMPACT RESISTANT WINDOWS

IN EXISTING OPENINGS (TYP)

<N> FIBER CEMENT FASCIA ON

<N> OR <E> STRUCTURAL SUBFASCIA -

PAINT

EXPOSED <E> FRAMING AND ROOF

DECK AT BUILDING INTERIOR - PAINT

<N> MR INTERIOR GWB AT <E>

STUD WALL - PAINT

A9.4

C

<E> DIAGONAL BOARD

SHEATHING AND STUD WALL

FRAMING TO REMAIN

<N> MINERAL WOOL BATT WALL

INSULATION FULL DEPTH OF <E>

STUD FRAMING

<N> 1X3 TREATED WOOD VERTICAL

FURRING STRIPS 16-IN OC FASTENED

TO <E> STUDS PER NOTES

<N> TAPERED POLYISO ROOF

INSULATION AT EAVE, TYP

A9.2

A9.2

A9.1

EXPOSED <E> RAFTERS AND ROOF

DECK (NO SOFFIT) - PAINT

<N> WD TRIM AT INTERIOR OF

WINDOWS - STAIN

<N> CEMENT PANEL, AIR / VAPOR

BARRIER AND PROTECTION BOARD

AT UNDERSIDE OF <E> JOISTS

<N> MIN. R30 MINERAL WOOL BATT

DEPTH 9-1/4 IN, BETWEEN <E>

FLOOR JOISTS

<N> PREFINISHED MTL GUTTER

WHERE INDICATED ON ROOF PLAN

TAPE ALL JOINTS IN <N> PLYWOOD

ROOF DECK WITH SELF ADHERED 4

INCH BITUMINOUS FLASHING TO

PROVIDE AN AIR TIGHT BARRIER

<N> DRIP EDGE FLASHING AT

BASE OF WALL - LAP AIR/VAPOR

BARRIER PER DETAIL

<N> CEMENT PANEL AND AIR /

VAPOR BARRIER AT INSIDE AND

UNDERSIDE OF <E>TIMBER BEAM

<E> PIER BEYOND - RE: STRUCTURAL

PROVIDE SLEEVE AND AIR

BARRIER SEALANT AT ALL

PENTRATIONS, TYP

A9.2

A9.2

A9.4

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

A9.4

EXTERIOR WALL ENVELOPE

ASSEMBLY PER 1/A5.1

<N> FINISH FLOOR PER

FINISH SCHEDULE OVER <E>

WOOD SHEATHING

<N> FIBER CEMENT FASCIA ON

<E> OR <N> STRUCTURAL

SUBFASCIA - PAINT

EXPOSED <E> OUTRIGGERS,

FRAMING AND ROOF DECK (NO

SOFFIT) - PAINT

<N> ADDITIONAL BLOCKING

BETWEEN OUTLOOKERS

<N> FULLY ADHERED EPDM

ROOFING SYSTEM, PROTECTION

BOARD, AND CONTINUOUS R25

POLYISO ROOF INSULATION (IN

TWO LIFTS)

EXPOSED ,<E> FRAMING AND

ROOF DECK AT BUILDING

INTERIOR - PAINT

TAPE ALL JOINTS IN <N> PLYWOOD

DECK WITH SELF ADHERED 4 INCH

BITUMINOUS FLASHING TO

PROVIDE AN AIR TIGHT BARRIER

NEW MR INTERIOR

GWB - PAINT

<N> R30 MINERAL WOOL BATT

BETWEEN <E> JOISTS

MODIFY <N> INSULATION TO NOTCH

AROUND <E> 2X LEDGER

AT UNDERSIDE OF <E> DECK,

NOTCH <N> SIDING AROUND JOIST

FOR A TIGHT FIT- PROVIDE

CONTINUOUS SEALANT AT JOIST

<N> 2X DECKING ON EXISTING JOISTS

REF: A7.2

<N> CEMENT PANEL, AIR / VAPOR

BARRIER AND PROTECTION BOARD

AT UNDERSIDE OF <E> JOISTS

<N> CEMENT PANEL AND AIR /

VAPOR BARRIER AT INSIDE AND

UNDERSIDE OF <E>TIMBER BEAM

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:0

P

M

A5.1

LM/JM

LM/JM

WS/LM

5/3/2023

WALL SECTIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

17 83

SCALEA5.1

1 WALL SECTION AT WINDOW TYP

A

10 2 31

SCALE OF FEET

SCALEA5.1

2 WALL SECTION AT EAST DECK

T.O. PLATE

108' - 10"

B

<N> LVL RIDGE BEAM AND

CONNECTORS RE:

STRUCTURAL

RAFTERS OVERLAP

AT RIDGE

825 SF

HALL

PAINT EXPOSED RAFTERS

SPIRAL DUCTING REF:

MECHANICAL

LIGHTING FIXTURES REF:

ELECTRICAL

CONTINUE <N> GWB TO

UNDERSIDE OF ROOF DECK

BETWEEN RAFTERS -

PROVIDE ACOUSTIC

SEALANT

<N> BLOCKING FOR GWB

ATTACHMENT ON EA SIDE OF

STRUCTURAL RIDGE BLOCKING

<N> POST BASE (REF:

STRUCTURAL) CONCEALED

IN WALL AT PIER LOCATIONS

<N> LINOLEUM FLOORING PER

FINISH SCHEDULE

<E> DIAGONAL SHEATHING AT

SUBFLOOR

INTERIOR INTERIOR

CONTINUOUS ADHERED

AIR/VAPOR BARRIER SIMILAR

TO DETAILS 1/A9.1 (AT PIERS)

AND 2/A9.2 (BETWEEN PIERS)

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

C

A9.3

A9.3

107' - 2 1/2"

EXTERIOR WALL ENVELOPE

ASSEMBLY PER 1/A5.1

NEW FINISH FLOOR PER

FINISH SCHEDULE OVER <E>

WOOD SHEATHING

<N> FULLY ADHERED EPDM

ROOFING SYSTEM, PROTECTION

BOARD, AND CONTINUOUS R25

POLYISO ROOF INSULATION -

SEE 2/A9.5 FOR SIMILAR

CONDITION DETAIL

NEW INTERIOR GWB

EXPOSED <E> RAFTERS, PAINT

CONTINUE GWB TO

UNDERSIDE OF DECK

<N> TAPERED

INSULATION AT EAVE, TYP

SF01

<N> PT 2X6 DECKING ON

PT 1X SLEEPERS ON <E>

JOISTS REF: A7.1

<N> CEMENT PANEL, AIR / VAPOR

BARRIER AND PROTECTION BOARD

AT UNDERSIDE OF <E> JOISTS

<N> R30 MINERAL WOOL BATT

BETWEEN <E> JOISTS

MODIFY <N> INSULATION TO NOTCH

AROUND <E> 2X LEDGER

AT UNDERSIDE OF <E> DECK,

NOTCH <N> SIDING AROUND

JOIST FOR A TIGHT FIT- PROVIDE

CONTINUOUS SEALANT AT JOIST

INTERIOR EXTERIOR

<N> CEMENT PANEL AND AIR /

VAPOR BARRIER AT INSIDE AND

UNDERSIDE OF <E> TIMBER BEAM

<N> GUARDRAIL AND

HANDRAILS <E> POSTS

PER A7.1

<E> POST AND BEAM TO

REMAIN - PAINT, REF:

STRUCTURAL FOR <N> CAP

AND TIEDOWNS

<N> MIN INSULATION AT PORCH

ROOF TO MAINTAIN <E> SLOPE

1/2" / 12"

1 1/2" / 12"

1/2" / 12"

<E> PARK SIGNAGE

INSTALLED ON

STRUCUTRAL BLOCKING

<E> DECK STRUCTURE TO

REMAIN

BREAK METAL AT JAMB

TO MATCH STOREFRONT

FINISH PER 5/A9.3

<N> FIBER CEMENT FASCIA ON

<E> OR<N> STRUCTURAL

SUBFASCIA - PAINT

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:0

P

M

A5.2

LM/JM

LM/JM

WS/LM

5/3/2023

WALL SECTIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

18 83

10 2 31

SCALE OF FEET

SCALEA5.2

2 WALL SECTION - INTERIOR AT GRID B

A SCALEA5.2

1 WALL SECTION AT NORTH ENTRY

8 9 10

A A

171819

108 SF

MECH

74 SF

UNISEX

74 SF

UNISEX

123 SF

C/P

825 SF

HALL

11' - 2" 10' - 9"

3' - 1 3/8" 6' - 10 1/4" 4' - 3 3/4" 5' - 6" 5' - 3"

A6.1

A6.1

A6.34

N35N35

N40

N37N37

N40

N39N39

N36N36

/2

/8

N22

3 3

N38 N38

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

N39

PAINT-5

STAIN-1

CT-2

STAIN-2

A

PAINT-5

CT-2

STAIN-2

N38

N40

N37

PAINT-5

STAIN-2

CT-3

CT-2

A

N39

N40

N37

N36

PAINT-5

STAIN-2

CT-2

CT-3

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

N39

PAINT-5

STAIN-2

CT-2

STAIN-1

A

N39N36

N37

N40

PAINT-5

CT-3

CT-2

N40

N37

PAINT-5

CT-3

CT-2

N27

A

N38

PAINT-5

CT-2

STAIN-2

FRONT

VIEW

SIDE

VIEW

FRONT

VIEW

SIDE

VIEW

(1

M

IN

(4

M A

X

(4

M

IN

(4

M A

X

FRONT

VIEW

SIDE

VIEW

KEEP 1 1/2" AREA

BELOW BAR CLEAR

(3

M

IN

(3

M A

X

FRONT

VIEW

(4

M

IN

(4

M A

X

SIDE

VIEW

FRONT

VIEW

WALL

MOUNTED

SINK

(3

M A

X

(4

M A

X

R

IM

O F

S

IN

K

B O

T T

M

IR

R O

R

R

IM

IN

K

B O

T T

IR

R O

R

ACCESSIBLE FLOOR

MOUNTED TOILET

SIDE

VIEW

FRONT

VIEW

TOP OF SEAT

(1

M

IN

(1

M A

X

ACCESSIBLE

WALL MOUNTED

LAVATORY

PROVIDE

UNDER

LAVATORY

PLUMBING

PROTECTION

KEEP 18"

AREA

ABOVE

BAR

CLEAR

ACCESSIBLE

WALL

MOUNTED

RECEPTACLE

SIDE

VIEW

TP DISPENSER GRAB BARS SOAP DISPENSER

PAPER HAND

TOWEL DISPENSER

ELEVATION

RM#

EDGE OF

DOOR

1' - 0" CL

TACTILE SIGNAGE WITH RAISED

CHARACTERS & BRAILLE

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: B

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:0

P

M

A6.1

LM/JM

LM/JM

WS/LM

5/3/2023

ENLARGED PLANS &

INTERIOR ELEVATIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

19 83SCALEA6.1

1 MAIN FLOOR ENLARGED PLAN - RESTROOMS

B

SCALEA6.1

2 UNISEX 110 - NORTH

ASCALEA6.1

3 UNISEX 110 - EAST

ASCALEA6.1

4 UNISEX 110 - SOUTH

ASCALEA6.1

5 UNISEX 110 - WEST

A

SCALEA6.1

6 UNISEX 111 - NORTH

ASCALEA6.1

7 UNISEX 111 - EAST

ASCALEA6.1

8 UNISEX 111 - SOUTH

ASCALEA6.1

9 UNISEX 111 - WEST

A

KEYNOTES

N22 WATER BOTTLE FILLING STATION REF: PLUMBING

N27 CERAMIC TILE TO 48" MIN. AFF AND CERAMIC TILE

BASE

N35 CERAMIC TILE FLOORING

N36 NEW WALL MOUNTED MIRROR, INSTALL PER ABA

STANDARDS AND MANUFACTURERS

INSTRUCTIONS

N37 NEW SURFACE MOUNTED TOILET PAPER

DISPENSER, PROVIDED BY PARK, INSTALLED BY

CONTRACTOR PER ABA STANDARDS AND

MANUFACTURERS INSTRUCTIONS

N38 NEW SURFACE MOUNTED PAPER TOWEL

DISPENSER, PROVIDED BY PARK, INSTALLED BY

CONTRACTOR PER PER ABA STANDARD AND

MANUFACTURERS INSTRUCTIONS

N39 NEW SURFACE MOUNTED MOUNTED SOAP

DISPENSER, PROVIDED BY PARK, INSTALLED BY

CONTRACTOR PER ABA STANDARDS AND

MANUFACTURERS INSTRUCTIONS

N40 NEW GRAB BARS AND IN-WALL BLOCKING, INSTALL

PER ABA STANDARDS AND MANUFACTURERS

INSTRUCTIONS

N.T.S.

TYP. TOILET ROOM ACCESSORY ELEVATIONS

20 42

SCALE OF FEET

1. TYP WALLS: MR GYPSUM BOARD,

PAINTED, WOOD OR RUBBER BASE

2. RESTROOM WALLS: CERAMIC TILE ON

BACKERBOARD TO HEIGHT OF 5 FT,

PAINT ABOVE, COVE TILE BASE

3. ALL INTERIOR PARTITIONS EXTEND TO

UNDERSIDE OF ROOF DECK

4. CEILING IS EXPOSED: PAINT RAFTERS

AND UNDERSIDE OF ROOF DECK

5. INTERIOR TRIM: STAINED WOOD U.O.N

6. DOOR FRAMES: PREFINISHED

ALUMINUM

INTERIOR FINISH NOTES:

40 84

SCALE OF FEET

SCALE

TACTILE SIGNAGE LEGEND

T.O. PLATE

108' - 10"

<N> WOOD

BASE - STAIN 1

<E> WOOD

RAFTERS - PAINT-6

<E> WOOD SHEATHING -

PAINT-6

<N> LINOLEUM

FLOORING

STAINED WOOD

DOOR IN PREFIN

ALUM DOOR

FRAME

MR GWB AT

WALLS - PT

PER SCHED

MR GWB AT

WALLS - PT

PER SCHED

<N> WOOD

BASE - STAIN-1

<E> WOOD

RAFTERS - PAINT-6

<N> LINOLEUM

FLOORING PER

SCHEDULE

<N> WOOD TRIM AT

WINDOWS - STAIN-1

<N> WOOD BASE -

STAIN-1

<E> WOOD

RAFTERS - PAINT-6

<E> WOOD

SHEATHING - PAINT-6

MR GWB AT

WALLS - PT

PER SCHED

<N> LINOLEUM

FLOORING PER

SCHEDULE

MR GWB AT

WALLS - PT

PER SCHED

<N> WOOD

BASE - STAIN-1

<E> WOOD

RAFTERS - PAINT-6

<N> LINOLEUM

FLOORING PRE

SCHEDULE

MAIN LEVEL

100' - 0"

T.O. PLATE

108' - 10"

C

FEC

MR GWB AT

WALLS - PT

PER SCHED

<N> WOOD

BASE - STAIN-1

<E> WOOD

RAFTERS - PAINT-6

<N> LINOLEUM

FLOORING PER

SCHEDULE

<E> WOOD

SHEATHING - PAINT-6

MR GWB AT

WALLS - PT PER

SCHED

<N> WOOD

BASE - STAIN-1

<E> WOOD

RAFTERS - PAINT-6

<N> LINOLEUM

FLOORING PER

SCHEDULE

<E> WOOD

SHEATHING - PAINT-6

<N> WOOD TRIM AT

WINDOWS - STAIN-1

INSTALL WALL TILE OVER 1/4" CTBB

TO UNDERSIDE OF WALL CABINET

ABOVE FINISH OF WALL TILE TO

ALIGN WITH BACKSPLASH FINISH

GFI RECEPTACLE,

RE: ELECTRICAL

BC

DESIGNED:

TECH REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.

SCALE: A

SHEET

OF

B

IM

/2

-5

N

P S

P A

IS

R e h a b H

Q S

D -C

D /2

N P

S P

A

IS

R E

H A

B H

Q .r v t

/1

/2

:2

:0

P

M

A6.2

LM/JM

LM/JM

WS/LM

5/3/2023

FINISH SCHEDULE &

INTERIOR ELEVATIONS

PADRE ISLAND NATIONAL SEASHORE

REHABILITATION OF PARK HQ BUILDING

306809

180451

20 83

SCALEA6.2

4 TYP. OFFICE - NORTH

ASCALEA6.2

5 TYP. OFFICE - EAST

ASCALEA6.2

6 TYP. OFFICE - SOUTH

ASCALEA6.2

7 TYP. OFFICE - WEST

A

1. TYP WALLS: MR GYPSUM BOARD,

PAINTED, WOOD OR RUBBER BASE

2. RESTROOM WALLS: CERAMIC TILE ON

BACKERBOARD TO HEIGHT OF 5 FT,

PAINT ABOVE, COVE TILE BASE

3. ALL INTERIOR PARTITIONS EXTEND TO

UNDERSIDE OF ROOF DECK

4. CEILING IS EXPOSED: PAINT RAFTERS

AND UNDERSIDE OF ROOF DECK

5. INTERIOR TRIM: STAINED WOOD U.O.N

6. DOOR FRAMES: PREFINISHED

ALUMINUM

INTERIOR FINISH NOTES:

FINISH SCHEDULE

RM NO ROOM NAME FLOOR BASEBOARD NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

100 VEST. CT-1 WOOD BASE - STAIN -1 PAINT - 1 PAINT - 1 PAINT - 1 PAINT - 1 PAINT - 6

1…