Attchmt_8_Plans_Drawings.pdf

1 G0.00 COVER SHEET

2 G0.01 CODE SUMMARY & ABBREVIATIONS

3 G0.02 EGRESS PLAN

LANDSCAPE

4 L1.01 EXISTING SITE & DEMO PLAN

5 L1.02 SITE LAYOUT

6 L2.01 SITE DETAILS

ARCHITECTURAL

7 AD1.0 ARCHITECTURAL DEMOLITION PLAN

8 AD2.0 EXTERIOR DEMO & REHAB ELEVATIONS

9 AD2.1 EXTERIOR DEMO & REHAB ELEVATIONS

10 A1.11 ENTRY FLOOR PLAN

11 A1.12 THEATER FLOOR PLAN

12 A1.13 LIBRARY / COLLECTIONS FLOOR PLAN

13 A1.20 INTERIOR FINISH SCHEDULE

14 A1.21 INTERIOR FINISH PLAN

15 A1.40 ROOF DEMO PLAN

16 A1.41 ROOF PLAN

17 A2.10 EXTERIOR ELEVATIONS

18 A3.10 BUILDING SECTIONS

19 A3.11 BUILDING SECTIONS

20 A3.12 WALL SECTIONS

21 A3.13 WALL SECTIONS

22 A4.10 ENLARGED RESTROOM PLAN

23 A5.10 ASSEMBLY TYPES

24 A5.11 EXTERIOR DETAILS

25 A5.12 INTERIOR DETAILS

26 A5.13 INTERIOR DETAILS

27 A6.10 DOOR & WINDOW SCHEDULES

28 A6.11 WINDOW DETAILS

29 A6.12 STOREFRONT DETAILS

30 A6.13 WINDOW WALL DETAILS

31 A6.14 WINDOW DETAILS

32 A7.10 INTERIOR ELEVATIONS

33 A7.11 INTERIOR ELEVATIONS

STRUCTURAL

34 S1.01 DESIGN CRITERIA

35 S1.02 DESIGN CRITERIA

36 S1.03 DESIGN CRITERIA & LEGEND

37 S2.01 FOUNDATION PLAN

38 S3.01 ROOF FRAMING PLAN

39 S3.02 CONCRETE DETAILS

40 S3.03 STEEL LAYOUT

41 S3.04 WOOD BEAM WRAPS

42 S3.05 CONNECTION DETAILS

43 S3.06 WOOD DETAILS

MECHANICAL

44 M0.00 MECHANICAL COVER SHEET

45 M0.01 ENERGY COMPLIANCE

46 M0.02 ENERGY COMPLIANCE

47 M0.03 ENERGY COMPLIANCE

48 M1.00 BASEMENT MECHANICAL PLAN - DEMO

49 M1.01 FIRST FLOOR MECHANICAL PLAN - DEMO

50 M1.10 BASEMENT MECHANICAL PIPING PLAN - DEMO

51 M1.11 FIRST FLOOR MECHANICAL PIPING PLAN - DEMO

52 M1.20 ENLARGED MECHANICAL ROOM PLAN - DEMO

53 M2.00 BASEMENT MECHANICAL PLAN

54 M2.01 FIRST FLOOR MECHANICAL PLAN

55 M2.10 BASEMENT MECHANICAL PIPING PLAN

56 M2.11 FIRST FLOOR MECHANICAL PIPING PLAN

57 M2.20 ENLARGED MECHANICAL ROOM PLAN

58 M3.00 HEATING WATER PIPING SCHEMATIC

59 M4.00 MECHANICAL SECTION

60 M5.00 MECHANICAL DETAILS

61 M5.01 MECHANICAL DETAILS

62 M5.02 MECHANICAL DETAILS

63 M6.00 MECHANICAL SCHEDULES

64 M6.01 MECHANICAL SCHEDULES

65 M6.02 MECHANICAL SCHEDULES

66 M7.00 MECHANICAL CONTROLS

67 M7.01 MECHANICAL CONTROLS

68 M7.02 MECHANICAL CONTROLS

69 M7.03 MECHANICAL CONTROLS

70 M7.04 MECHANICAL CONTROLS

71 M7.05 MECHANICAL CONTROLS

72 M7.06 MECHANICAL CONTROLS

73 M7.07 MECHANICAL CONTROLS

74 M7.08 MECHANICAL CONTROLS

PLUMBING

75 P1.11 ENTRY PLUMBING PLAN - DEMO

76 P1.12 COLLECTIONS AREA PLUMBING PLAN - DEMO

77 P2.11 ENTRY PLUMBING PLAN

78 P2.12 COLLECTIONS AREA PLUMBING PLAN

79 P3.00 PLUMBING DETAILS & SCHEDULES

ELECTRICAL

80 E0.00 ELECTRICAL NOTES & LEGEND

81 ED2.0 BASEMENT DEMOLITION PLAN

82 ED2.1 FIRST FLOOR DEMOLITION PLAN

83 E2.00 BASEMENT POWER PLAN

84 E2.10 FIRST FLOOR POWER PLAN

85 E3.10 FIRST FLOOR LIGHTING PLAN

86 E4.00 ELECTRICAL SCHEDULES

87 E4.10 ELECTRICAL SCHEDULES

88 E4.20 ELECTRICAL SCHEDULES

PROJECT

LOCATION

DOOR REFERENCEDOOR NO.

SHEET NO.

DETAIL NO.

PLAN OR

KEYNOTE NO.

WINDOW NO.

GRID NO.

OR LETTER

ENLARGED PLAN

OR DETAIL

KEYNOTE REFERENCE

WINDOW REFERENCE

GRID LINE

WALL TYPE NO.

ROOM NO.

ELEVATION LETTER

SHEET NO.

DETAIL NO.

SHEET NO.

ELEVATION REFERENCE

WALL TYPE REFERENCE

ROOM REFERENCE

DETAIL REFERENCE

SYMBOLS

EQUIPMENT NO. EQUIPMENT REFERENCE

ACCESSORY NO. ACCESSORY REFERENCE

PLUMBING SUMMARYCODE SUMMARY

ADOPTED CODES:

2018 INTERNATIONAL BUILDING CODE (IBC) 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC)

2018 INTERNATIONAL FIRE CODE (IFC) 2017 OREGON PLUMBING SPECIALTIES CODE (OPSC)

2017 INTERNATIONAL ELECTRICAL CODE (NEC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE

(IECC): (INCLUDING LOCAL CODES AND AMENDMENTS)

SINGLE USE OCCUPANCY CLASSIFICATION: A-3 ASSEMBLY

MIXED USE OCCUPANCY CLASSIFICATIONS: NONE

NON-SEPARATED USE: NO

SEPARATED (FIRE BARRIER): NO

FIRE SEPARATED: NO

ACTUAL BUILDING AREA (GROSS): DEFERRED SUBMITTALS:

-MODIFICATION OF EXISTING FIRE

AREA OF INTERIOR REMODEL 2044.3 SF SPRINKLER SYSTEM

AREA OF ADDITION 691.7 SF -MODIFICATION OF EXISTING FIRE

ALARM SYSTEM

TYPE OF CONSTRUCTION PER IBC 2015: VB FIRE ALARM SYSTEM: YES

AUTOMATIC FIRE SPRINKLERS: YES

NUMBER OF STORIES: 1

1 WATER CLOSETS 0 LAUNDRY TUBS

0 URINALS 0 DISHWASHER

0 FLOOR DRAINS 0 SHOWERS

0 FLOOR SINKS 0 HOSE BIBS

1 DRINKING FOUNTAINS 0 SERVICE SINKS

1 LAVATORIES

LAVATORIES:

1 TOTAL NUMBER OF SINGLE LAVATORY LOCATIONS

0 TOTAL NUMBER OF DOUBLE LAVATORY LOCATIONS

0 NUMBER OF SEPARATE DRAINS TO EACH DOUBLE LAVATORY LOCATION

0 TOTAL NUMBER OF TRIPLE LAVATORY LOCATIONS

0 NUMBER OF SEPARATE DRAINS TO EACH TRIPLE LAVATORY LOCATION

SINKS:

0 TOTAL NUMBER OF SINGLE SINK LOCATIONS

0 TOTAL NUMBER OF DOUBLE SINK LOCATIONS

0 NUMBER OF SEPARATE DRAINS TO EACH DOUBLE SINK LOCATION

0 TOTAL NUMBER OF TRIPLE SINK LOCATIONS

0 NUMBER OF SEPARATE DRAINS TO EACH TRIPLE SINK LOCATION

NEW PLUMBING FIXTURES: EXISTING PLUMBING FIXTURES

(REFER TO SHEET P3.0 FOR FIXTURE SCHEDULES)

ABBREVIATIONS

CL

NUMBER OR POUND

AND

CENTERLINE

DIAMETER

ANGLE

AT

AB ANCHOR BOLT

ACT ACOUSTIC TILE

ADJ ADJUSTABLE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ASSOC ASSOCIATED

AWP ACCOUSTIC WALL PANEL

BD BOARD

BFC BROOM FINISH CONCRETE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

CAB CABINET

CARP CARPET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCT

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CSK COUNTERSINK

CWB CAPILLARY WATER

BARRIER

DBL DOUBLE

DEPT DEPARTMENT

DT DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DS DOWNSPOUT

EFIS EXTERIOR FINISH

& INSULATION SYSTEM

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

T&G TONGUE & GROOVE

TEMP TEMPORARY

TS TUBE STEEL

TYP TYPICAL

TTD TOTAL TRAVEL DISTANCE

RM ROOM

RO ROUGH OPENING

RW REDWOOD

RWL RAIN WATER LEADER

SCHED SCHEDULE

SCW SOLID CORE WOOD

SEAL SEALER (FLOOR)

SF SQUARE FEET

SGE SEMI GLOSS ENAMEL

SGWB SUSPENDED GYPSUM

WALL BOARD

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

W/O WITH OUT

WP WATERPROOF

WRGB WATER RESISTANT GYPSUM BOARD

WT WEIGHT

WWF WELDED WIRE FABRIC

SQ SQUARE

SS STAINLESS STEEL

STC SMOOTH TROWELED CONCRETE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SPECS SPECIFICATIONS

NA NOT APPLICABLE

NB NO BASE (EXPOSED WALL

OR FOUNDATION)

NC NEW CONCRETE

NIC NOT IN CONTRACT

NM NEW MASONRY

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFOI OWNER FURNISHED

OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

OVF OVERFLOW

PLAST PLASTIC

PLYWD PLYWOOD

PR PAIR

PT PRESSURE TREATED

R THERMAL RESISTANCE

RD ROOF DRAIN

RDL RAIN DRAIN LEADER

RE: REFERENCE

REINF REINFORCING

REQ REQUIRED

RWB RUBBER WALL BASE

LE LATEX ENAMEL-LOW

LUSTRE

LF LATEX FLAT

LSF LATEX SEMI GLOSS

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

E EXISTING MATERIAL

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EC EXISTING CONCRETE

EQ EQUAL

EQUIP EQUIPMENT

ESTR EXPOSED STRUCTURE

(NEW OR EXISTING)

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CAB.

FF FACTORY FINISH

FIN FINISH

FLR FLOOR

FND FOUNDATION

FOF FACE OF FINISH

FOS FACE OF STUDS

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

GWB GYPSUM WALL BOARD

HCW HOLLOW CORE WOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HW HARDWOOD

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

JST JOIST

JT JOINT

11 WATER CLOSETS 0 LAUNDRY TUBS

1 URINALS 0 DISHWASHER

2 FLOOR DRAINS 0 SHOWERS

0 FLOOR SINKS 0 HOSE BIBS

1 DRINKING FOUNTAINS 1 SERVICE SINKS

2 LAVATORIES (DOUBLE)

A B

MENS

WOMENS

VESTIBULE

MECH

LOBBY

SPRINKLER RM

139A

CHASE

UTILITY

EGRESS PLAN1

1/4" = 1'-0"

LI

M

IT

S

O F

D

IS

TU

R

BA

N

C E

9' -0

8'-0"

4' -1

63°

'-4

10'-0 1/8" 17'-0"

3' -6

LIMITS OF DISTURBANCE

1. (E) CONCRETE SIDEWALK TO REMAIN PROTECTED IN PLACE.

2. (E) CONCRETE & BRICK VENEER SIDEWALK TO REMAIN

PROTECTED IN PLACE.

3. (E) TRENCH DRAINAGE SYSTEM TO REMAIN PROTECTED IN

PLACE.

4. (E) TRENCH DRAINAGE SYSTEM TO BE REMOVED.

5. (E) 5' WIDE CONCRETE SIDEWALK TO BE REMOVED.

6. (E) RAIN GARDEN LANDSCAPE TO BE REMOVED AND

RETAINED. RELOCATION AND REPLANTING NOT A PART OF

THIS PROJECT.

7. (E) FLAGPOLE AND BASE TO BE REMOVED AND RELOCATED.

REFER TO ARCHITECTURAL SITE PLAN FOR PLACEMENT OF

RELOCATED FLAGPOLE. SEE DETAIL 5 ON L2.01 FOR BASE

INSTALLATION.

8. (E) REMOVE , PROTECT AND RETAIN EXISTING BENCHING AND

BICYCLE RACK. PLACEMENT OF FIXTURES TO BE DETERMINED

BY NPS.

9. (E) CONCRETE & BRICK VENEER SIDEWALK TO BE REMOVED.

10. SAW-CUT FULL DEPTH.

DEMOLITION PLAN GENERAL NOTES:

A. PROTECT ALL EXISTING STRUCTURAL BUILDING ELEMENTS

AND ASSOCIATED FIRE RATED COATINGS AND/OR FURRING

SYSTEMS. REFER TO STRUCTURAL & ARCHITECTURAL

DRAWINGS FOR ANY BUILDING DEMOLITION ASSOCIATED WITH

THIS PROJECT.

B. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS FOR EXTENT OF ASSOCIATED INTERIOR

DEMOLITION.

C. COORDINATE WITH NPS FOR ALL ITEMS TO BE SALVAGED

PRIOR TO DEMOLITION AND STORE AS DIRECTED.

D. ALL EXISTING CONDITIONS ARE NOT REPRESENTED ON THE

DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE THE

EXISTING PROJECT SITE, EXISTING CONDITIONS RELATIVE TO

NEW WORK AND THE ASSOCIATED IMPACT ON ADJACENT

SPACES AND PROJECT DRAWINGS AND SPECIFICATIONS TO

GAIN FULL UNDERSTANDING OF THE SCOPE OF WORK PRIOR

TO BIDDING. PRE-BID SITE EXAMINATION IS REQUIRED FOR A

FULL UNDERSTANDING OF THE PROJECT REQUIREMENTS.

E. COORDINATE ALL DEMOLITION SCHEDULES AND ALLOWABLE

WORKING HOURS WITH NPS AS ADJACENT SPACES ARE

CURRENTLY OCCUPIED.

F. PATCH AND REPAIR ANY FACETS OF THE EXISTING SITE THAT

ARE DAMAGED DURING CONSTRUCTION TO LIKE-NEW

CONDITION.

G. THE CONTRACTOR IS RESPONSIBLE FOR ALL FACETS OF

DEMOLITION AND SHALL COORDINATE FULLY WITH NPS PRIOR

TO THE START OF DEMOLITION.

H. COORDINATE ALL DEMOLITION TO ACCOMMODATE ALL

EXISTING CONDITIONS AND UTILITIES.

KEYNOTES:

EXISTING SITE & DEMO PLAN1

EXISTING VISITOR CENTER

'-4

/2

8'-8"

'-9

/2

3'-0"

1' -6

SC

O R

E

PA

TT

ER

N

L2.01

EX. 10" WATER LINE

APPROX. LOCATION.

CONTRACTOR TO

VERIFY

(E) ABANDONED

SEWER LINE

CONTRACTOR TO

VERIFY LOCATION.

WATER SERVICE LINE

APPROX. LOCATION.

CONTRACTOR TO VERIFY

(E) ABANDONED WATER LINE

CONTRACTOR TO VERIFY LOCATION.

1" CW

1" HW

3/4" HWR

EX. INTERIOR

SEWER LINE

EX. INTERIOR

WATER LINES

LIMIT OF DISTURBANCE

MATCH EXISTING

SURFACE ELEVATION

C O

N

TR

O L

JO

IN

T

3' -0

" O .C

TY

P.

2% MAX. SIDE SLOPE TYP.

SL

O

PE

M

AX

:2

TO

(E

REMOVE EXISTING ABANDONED WATER

LINE INSIDE NEW BUILDING AREA.

8" EDGE BAND TYP.

(E) ABANDONED

SEWER LINE

CONTRACTOR TO

VERIFY LOCATION.

L2.01

L2.01

L2.01

TYP.

L2.01

L2.01 TYP.

L2

.0

1. (E) BRICK VENEER SIDEWALK TO REMAIN.

2. 4" PVC ROOF DRAIN @ 1% MINIMUM SLOPE.

3. SAW CUT EXISTING 5'-WIDE CONCRETE SIDEWALK.

4. (E) 5' SIDEWALK TO REMAIN.

5. (E) RAIN GARDEN LANDSCAPING TO REMAIN.

6. (N) 5" CONC. SIDEWALK (4' SCORE PATTERN).

7. (N) 5" CONC. SIDEWALK (18" SCORE PATTERN).

8. RELOCATED FLAG POLE.

9. WATER BOTTLE FILL STATION. REFER TO PLUMBING PLAN FOR

CONNECTION TO DOMESTIC WATER SERVICE.

10. 18"X18" LANDSCAPE AREA DRAIN WITH OPEN GRATES

(3/L2.01).

KEYNOTES:

SITE LAYOUT1

1/4" = 1'-0"

EXISTING VISITOR CENTER

SEE MECHANICAL AND PLUMBING FOR

CONNECTION TO EXISTING (ALL

EXISTING TO BE FIELD VERIFIED BY

CONTRACTOR).

5"

2' -0

3"

1'-0"

3'-8"

3' -0

2' -6

R 6 1

2 "

BIKE RACK AS

SPECIFIED

Ø7/16" HOLE FOR 3/8" REBAR

(BY INSTALLER)

NOTE:

1. REFER TO SPECIFICATIONS FOR 28-DAY COMPRESSIVE STRENGTH REQUIREMENTS.

COMPACTED SUBGRADE

BASE COURSE AS SPECIFIED

CONCRETE FLATWORK AS

SPECIFIED, WIDTH PER PLANS

3/8"

1/ 4"

1/

O F

D

EP

TH

1/4"

5"

5"

4"

SEALANT-POLYURETHANE SEALANT

FS-TT-S-00227, TYPE II, NON-SAG AND

TYPE I-SELF LEVELING, CLASS A

1/2" RADIUS (TYP.)

SCORE JOINT

EXPANSION JOINT

2'-6"

3' -6

6"

2' NOTES:

1. DIMENSIONS SHOWN ARE FOR 25' FLAGPOLE.

2. SEE SPECIFICATIONS FOR ALL DETAILS OF INSTALLATION.

Ø3/4" LIGHTNING ARRESTOR SPIKE, EXTEND 12" BELOW FOOTING

6"x6" STEEL SUPPORT PLATE

3/16"x14"Ø STEEL PLATE, WELDED TO PIPE SLEEVE

STEEL CENTERING WEDGES, AS SPECIFIED

FILL ANNULAR SPACE WITH PACKED DRY SAND

3000 PSI CONCRETE

16 GAUGE GALVANIZED CORRUGATED PIPE SLEEVE

HARDWOOD WEDGES

BASE AS SPECIFIED

FINISH SURFACE

WATERPROOF CEMENT, 2" DEPTH

CAULKING COMPOUND

STAINLESS STEEL FLASH COLLAR

(E) 25' FLAGPOLE

TYPICAL FLAG POLE BASE DETAIL5

L2.01 1" = 1'-0"

TYPICAL CUT & JOINT DETAIL2

L2.01 1" = 1'-0"

TYPICAL BIKE RACK4

L2.01 1" = 1'-0"

TYPICAL CONCRETE WALKWAY - EXTERIOR1

L2.01 1" = 1'-0"

CONCRETE SLAB

#4 BARS @ 18" O.C.

EACH WAY TYP.

6" OF 3/4" MINUS

AGGREGATE

COMPACTED TO

90%-95%

COMPACTED NATIVE

SOIL

3'-0"

5"

RAIN GARDEN WALKWAY6

L2.01 1" = 1'-0"

CONCRETE

WALKWAY

SECTION

RAIN GARDEN

LANDSCAPING

1' -0

8" 7"

1'-9"

77777777777777 6" COMPACTED 3/4"

MINUS

COMPACTED NATIVE

SOIL

D

EP

TH

12" 12" 12"

6"

TOPSOIL PER LANDSCAPE

REQUIREMENTS

SLOPE FINISHED GRADE TO GRATE

Ø18" DUCTILE IRON DROP-IN GRATE BY NYLOPLAST

FILL INSIDE PIPE

WITH 2" WASHED

DRAIN ROCK TO

WITHIN 24" OF GRATE

GEOTEXTILE

FABRIC, WRAP

TOP AND

OUTSIDE OF DRAIN

ROCK

2" WASHED DRAIN

ROCK AROUND

PIPE

Ø18" ADS N-12 PIPE WITH

PERFORATION

CONFIGURATION "E" PER ADS

SPECIFICATIONS

PIPE BOTTOM

AREA DRAIN DETAIL3

L2.01 1" = 1'-0"

3' 6"

M

IN

D+6" MIN.

D+1'-6" MAX.

M

IN

D

2"

NOTE:

1. NEW PAVING SHALL NOT EXTEND BEYOND THE EXISTING EDGE OF PAVEMENT.

BASE COURSE

6"

SELECT BACKFILL MATERIAL,

95% COMPACTION

(SEE SPECIFICATIONS)

VA

R

IE

S

2' M

IN

DETECTABLE MARKING TAPE

WIDEN TRENCH AS

NEEDED ABOVE PIPE

#8 INSULATED COPPER TRACER

WIRE FOR PLASTIC PIPES. BRING

TRACER WIRE TO CONC. BOX AT

CAST IN PLACE COLLAR, POINTS

SHOWN ON PLANS.

6" MIN. BEDDING(B.D.) WHEN

REQUIRED (SEE SPECS).

AGGREGATE BASE PER DETAIL

1 THIS SHEET

DETECTABLE ELECTRICAL

MARKER TAPE

IMPORT OR NATIVE BACKFILL

MATERIAL 95% COMPACTION

(SEE SPECIFICATIONS)

TYP. TRENCH DETAIL7

L2.01 1" = 1'-0"

REFER TO DETAIL 1 FOR TYPICAL WALKWAY DETAIL

EDGE BAND

8"

(E) PAVER SIDEWALK

TO REMAIN

(N) CONC. WALKWAY 1

L2.01

SEALANT-POLYURETHANE SEALANT

FS-TT-S-00227, TYPE II, NON-SAG AND

TYPE I-SELF LEVELING, CLASS A

MENS135

WOMENS

VESTIBULE

LOBBY

OFFICE

FRONT

OFFICE

OFFICE

BACK

OFFICE

BOOKSTORE

WORKROOM

ADMIN.

OFFICE

101b

AREA

SALES

EXHIBIT

EXHIBIT

MULTI PURPOSE

THEATER

HALL

ROOM

PROJECTION

LIBRARY

COLLECTIONS

MEN

WOMEN

LOCKER

LOCKER

BREAKROOM

JANITOR

6 6

(S

TA

GE

+6

5A

5A

5 5

A. PROTECT ALL EXISTING STRUCTURAL BUILDING ELEMENTS

AND ASSOCIATED FIRE RATED COATINGS AND/OR FURRING

SYSTEMS. REFER TO STRUCTURAL DRAWINGS FOR ANY

STRUCTURAL DEMOLITION ASSOCIATED WITH THIS

PROJECT.

B. PROTECT ALL HVAC EQUIPMENT, DUCTWORK AND ALL

RELATED ITEMS THAT ARE EXISTING TO REMAIN UNLESS

OTHERWISE NOTED. SEE ALSO MECHANICAL AND PLUMBING

DRAWINGS.

C. PROTECT ALL EXISTING PLUMBING FIXTURES UNLESS

OTHERWISE NOTED.

D. PROTECT ALL INTERIOR LIGHTING FIXTURES UNLESS

OTHERWISE NOTED.

E. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT

OF ASSOCIATED DEMOLITION.

F. CAREFULLY REMOVE ALL INTERIOR DOORS AND FRAMES

UNLESS OTHERWISE NOTED. COORDINATE WITH NPS FOR

ALL ITEMS TO BE SALVAGED PRIOR TO DEMOLITION AND

STORE AS DIRECTED.

G. PROTECT ALL INTERIOR PARTITION WALLS THAT ARE

EXISTING TO REMAIN UNLESS OTHERWISE NOTED.

H. PROTECT ALL HARD AND ACOUSTIC TILE CEILINGS THAT

ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.

I. PROTECT ALL INTERIOR FLOOR FINISHES THAT ARE

EXISTING TO REMAIN UNLESS OTHERWISE NOTED.

J. PROTECT ALL EXTERIOR WINDOWS, WALL INSULATION AND

VAPOR BARRIERS DURING THE COURSE OF ALL NEW WORK.

K. PROTECT ALL CHASE WALLS, STAIR ENCLOSURE WALLS,

DOORS AND WINDOWS THAT ARE EXISTING TO REMAIN.

L. PROTECT ALL ELECTRICAL, MECHANICAL AND PLUMBING

ELEMENTS THAT ARE EXISTING TO REMAIN.

M. COORDINATE WITH NPS FOR ALL ITEMS TO BE SALVAGED

PRIOR TO DEMOLITION AND STORE AS DIRECTED.

N. PROTECT ALL EXISTING FIRE RATED PENETRATION ITEMS

AND ALL ASSOCIATED ELEMENTS TO ENSURE FIRE

RESISTIVE REQUIREMENTS OF THE BUILDING ARE KEPT.

O. ALL EXISTING CONDITIONS ARE NOT REPRESENTED ON THE

DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE THE

EXISTING PROJECT SPACE, EXISTING CONDITIONS RELATIVE

TO NEW WORK AND THE ASSOCIATED IMPACT ON

ADJACENT SPACES AND PROJECT DRAWINGS AND

SPECIFICATIONS TO GAIN FULL UNDERSTANDING OF THE

SCOPE OF WORK PRIOR TO BIDDING. PRE-BID SITE

EXAMINATION IS REQUIRED FOR A FULL UNDERSTANDING

OF THE PROJECT REQUIREMENTS.

P. COORDINATE ALL DEMOLITION SCHEDULES AND

ALLOWABLE WORKING HOURS WITH NPS AS ADJACENT

SPACES ARE CURRENTLY OCCUPIED.

Q. PATCH AND REPAIR ANY FACETS OF THE EXISTING BUILDING

THAT ARE DAMAGED DURING CONSTRUCTION TO LIKE-NEW

CONDITION.

R. AT AREAS BEING DEMOLISHED FOR NEW CONSTRUCTION,

REMOVE, PROTECT, SALVAGE AND STORE FOR NPS, THE

FOLLOWING ITEMS UNLESS NOTED OTHERWISE:

1. FIRE EXTINGUISHERS AND CABINETS

2. CEILING DIFFUSERS, EXHAUST GRILLS, RETURN GRILLS,

THERMOSTATS

3. EXIT SIGNS, EXIT LIGHTING, FIRE ALARMS, SMOKE

DETECTORS, HORNS AND STROBES, LIGHTING

FIXTURES

T. REFER TO PLUMBING DRAWINGS FOR ITEMS REQUIRING

SLAB CUTTING OR CORING FOR NEW PIPING AND DRAINAGE

SYSTEMS. FLOORING CONTRACTOR SHALL BE

RESPONSIBLE FOR SLAB REPAIRS, LEVELING AND

PREPARATION FOR INSTALLATION OF NEW FLOOR FINISHES.

U. THE CONTRACTOR IS RESPONSIBLE FOR ALL FACETS OF

DEMOLITION AND SHALL COORDINATE FULLY WITH NPS

PRIOR TO THE START OF DEMOLITION.

V. COORDINATE ALL DEMOLITION ACTIVITIES TO

ACCOMMODATE ALL EXISTING CONDITIONS AND UTILITIES.

W. ALL EXISTING BUILDING SYSTEMS INCLUDING

INFRASTRUCTURE, LIFE SAFETY ITEMS AND EXITING

SYSTEMS SHALL BE MAINTAINED IN A FULLY FUNCTIONING

STATE THROUGHOUT CONSTRUCTION OF THE PROJECT.

1. (E) REMOVE EXISTING AWNING WINDOW

ASSEMBLY.

REFER TO SHEET AD2.0

2. (E) REMOVE EXISTING WINDOW ASSEMBLY &

FRAME.

REFER TO SHEET AD2.1

3. (E) REMOVE EXISTING HALLWAY WINDOW.

4. (E) REMOVE EXISTING INTERIOR ENTRY DOORS &

RELITES.

5. (E) REMOVE EXISTING EXTERIOR DOORS &

WINDOWS.

REFER TO SHEET AD2.0

5A. (E) REMOVE EXISTING EXTERIOR DOOR &

WINDOWS. REFER TO SHEET AD2.1.

6. (E) REMOVE EXISTING DOOR ASSEMBLY.

7. (E) REMOVE EXISTING MECH. CLOSET TO INCLUDE

INTERIOR WALLS, DOOR ASSEMBLY & MECH.

EQUIPMENT.

8. (E) REMOVE EXISTING FLOOR SINK, INTERIOR

HEATER, MECH. EQUIPMENT.

REFER TO FLOOR PLAN & MECH/PLUMBING PLANS

FOR RE-CONFIGURATION.

9. REMOVE (E) WALL FINISHES TO SUBSTRATE.

10. REMOVE ALL (E) PLUMBING FIXTURES CAP SUPPLY

& DRAINS. ALL FIXTURES TO BE UPGRADED AND

REPLACED.

11. REMOVE ALL (E) TOILET. ALL TOILETS TO BE

UPGRADED AND REPLACED.

12. REMOVE (E) TILE FINISH.

13. REMOVE (E) FLOOR FINISH.

14. REMOVE (E) WATER BOTTLE FILLER.

15. REMOVE (E) WALL ASSEMBLY.

16. EXISTING ENTRY LOBBY DESK REMOVAL NOT IN

CONTRACT.

ARCHITECTURAL DEMO / RENOVATION PLAN1

1/8" = 1'-0"

DEMOLITION PLAN GENERAL NOTES:

A1.12

A1.13

DEMO KEYNOTES:

A1.12

1 A 1 A 1 A

2 B

2 B

34 4

C D

E

C C9

134W1133W1132W1

EXISTING SOUTH BUILDING DEMOLITION ELEVATION1

1/4" = 1'-0"

EXISTING NORTH BUILDING DEMOLITION ELEVATION2

1/4" = 1'-0"

1. REMOVE EXISTING AWNING WINDOW ASSEMBLY.

2. REMOVE EXISTING WINDOW ASSEMBLY AND FRAME.

3. REMOVE EXISTING ROOFING MATERIALS AND FRAMING. SEE ROOF

PLAN ON A1.40.

4. REMOVE EXISTING ROOF OVERHANG.

5. REMOVE EXISTING ROOFING, FRAMING, INTERIOR CEILING FINISHES

AND FIXTURES, AND EXTERIOR GUTTER SYSTEM.

6. REMOVE EXISTING ROOF OVERHANG AND GUTTER SYSTEM.

7. REMOVE EXISTING STOREFRONT ENTRY TO INCLUDE WALLS,

DOORS, WINDOWS, FINISHES AND EXISTING FOUNDATION FROST

WALL.

8. REMOVE EXISTING GABLE END LOUVER AND EXTERIOR SIDING.

9. REMOVE EXISTING SIDING.

DEMO KEYNOTES:

A. (N) INSTALL AWNING WINDOW ASSEMBLY. REFER TO WINDOW

SCHEDULE.

B. INFILL AND INSULATE EXISTING WINDOW OPENING. REFER TO

EXTERIOR ELEVATIONS FOR FINISHES.

C. CLEAN, SAND, SEAL AND RE-PAINT EXISTING SIDING. REFER TO

EXTERIOR ELEVATIONS FOR FINISHES.

D. CLEAN, SAND, SEAL AND RE-PAINT EXISTING DOOR AND FRAME.

REFER TO EXTERIOR ELEVATIONS FOR FINISHES.

E. CLEAN, SAND, SEAL AND RE-PAINT EXISTING LOUVERS. REFER TO

EXTERIOR ELEVATIONS FOR FINISHES.

REHABILITATION KEYNOTES:

1 A 1 A

123W1125W1

1 A

3C 3C2B

5E

4D

F

101D2 101D1 10 1W

1W

EXISTING EAST BUILDING DEMOLITION (ELEVATION)1

1/4" = 1'-0"

EXISTING NORTH BUILDING VESTIBULE DEMOLITION (ELEVATION)2

1/4" = 1'-0"

DEMO KEYNOTES:

REHABILITATION KEYNOTES:

5E 5 C

4D

4 D

1. REMOVE EXISTING METAL SHINGLE ROOFING.

2. REMOVE EXISTING DOOR GLAZING. DOOR ASSEMBLY TO REMAIN.

3. REMOVE EXISTING WINDOW GLAZING.

4. REMOVE EXISTING WOOD BOARD AND BATTEN SIDING AND TRIM.

5. REMOVE EXISTING FIXED WINDOW ASSEMBLIES AND FRAMES.

6. REMOVE EXISTING ROOFING MATERIALS AND FRAMING.

A. (N) INSTALL METAL STANDING SEAM ROOF. REFER TO ROOF PLAN.

B. (N) INSTALL TEMPERED DOOR GLAZING AND DOOR HARDWARE.

REFER TO DOOR SCHEDULE.

C. (N) INSTALL TEMPERED GLAZING. REFER TO WINDOW SCHEDULE.

SAND AND RE-FINISH EXISTING FRAMING AND SEALS TO MATCH.

D. (N) BOARD AND BATTEN SIDING TO MATCH EXISTING.

E. INFILL AND INSULATE EXISTING WINDOW OPENING. PLACE (N)

BOARD AND BATTEN SIDING TO MATCH EXISTING.

F. CLEAN, SAND, SEAL AND RE-PAINT EXISTING SIDING.

2B

F

100C100C

MENS

WOMENS

VESTIBULE

MECH

LOBBY

SPRINKLER RM

139A

CHASE

UTILITY

9' -5

'-7

/2

'-7

/2

D

I

A3.10

A3.10

I

A7.11 qp ..

A7.10 a c1 bd .

. .. A7.10 e g1 fh .

A7.11 m o n.

'-3

/2

100' - 0" F.F.

2'-10" 13'-4"

1'-9"

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

18'-11" 25'-10"

44'-9"

I

3'-10 5/8"

'-5

/8

7'

-0

/4

'-1

/4

6'

-6

/8

'-2

/2

A3.11

A3.11

3'-0"

A4.10

A4.10

A4.10

A7.10 g2

1'-6"

FAMILY R.R.

8'-11 3/8"7'-7 3/4"9'-1 3/8"

A7.10 c2

D

A6.13

I I

I I

100' - 0" F.F.

F.

F.

ENTRY FLOOR PLAN1

1/4" = 1'-0"

1. (N) PORCELAIN TILE. SEE FINISH SCHEDULE.

2. (N) LARGE FORMAT PORCELAIN TILE. SEE

INTERIOR ELEVATIONS & FINISH SCHEDULE.

3. (N) LAVATORY, SEE PLUMBING PLANS.

4. (N) WALL MOUNT TOILETS & URINAL, TYPICAL.

5. (N) HAND TOWEL DISPENSER & TRASH

RECEPTACLE.

6. (N) CEILING MOUNT RESTROOM PARTITIONS, SEE

SCHEDULE.

7. (N) FLOOR DRAIN SYSTEM FROM RESTROOM.

(SEE DETAILS ON SHEET A5.12)

8. (N) HAND DRYER. SEE SCHEDULE

** GENERAL NOTE: ALL EXISTING ELECTRICAL,

PLUMBING AND HVAC FIXTURES WILL BE

REMOVED AND REPLACED. REFER TO

ELECTRICAL, MECHANICAL AND PLUMBING

SHEET SCHEDULES.

KEYNOTES:

THEATER

HALL

ROOM

PROJECTION

ROOM

MULTIPURPOSE

1' -4

2' -3

SE

E

SE

AT

IN

G

LA

YO

U

T

PL

AN

CHAIR RADIUS LINE

MIN 15'-0" w/o TABLET ARM MIN 25'-0" w/ TABLET ARM

CENTER-TO-CENTER DIMENSIONS FOR STANDARD CHAIRS

WITHOUT TABLET ARMS ARE 19", 20", 21", OR 22".

CENTER-TO-CENTER DIMENSIONS FOR STANDARD CHAIRS

WITH TABLET ARMS ARE 20", 21", OR 22".

1'-4" TO CHAIR

RADIUS LINE

1' -4

/4

2' -8

/2

2'-3" 19", 20", 21", or 22"

SIDE VIEW w/ SEAT DOWN FRONT VIEW

7/

8"

1'-1 3/8"

2' -8

/2

2'

SIDE VIEW w/ SEAT UP

TABLET ARM

PLAN VIEW

TABLET ARM

20", 21", or 22"

2' -6

/2

FRONT OF BASE

PLATE

1/2"

7 3/4"

6 3/4" 1/2"

2"

CHAIR RADIUS LINE

1 1/2"

Ø3/8" X 1" HDI-L ANCHOR

(TOP OF ANCHOR MUST BE

FLUSH WITH CONCRETE)

1/4-20 X 3/4" PH FL HD MS

C'SINK EXT TOOTH

LOCK WASHER

1" MIN TO

1-1/8" MAX

HOLE DEPTH

3" M

IN

PUNCH CLEARANCE HOLE

IN CARPET BEFORE DRILLING

3'

TYP.

5' TYP.

3 7 /8"

10 3/8"

TTTTTTHTTHTHTHHEHHEHEAEEAEAE

ATA

ATA

TAT

TET

TET

ERE

RRERRE

RRE

RR

RRRTTTTTTTTTTTT

TTTHTT

HHHHTTTT

00111

HHHHHH

000001

EE

HHH

0707000

EEEEHH

7770000

EAEEAEEEE

AAAEEEE

AA

AAAA

ATAATAATTTTAAAATTEATTTTEETTTEEEEETTT RREEREEEERRREEERRRRRRRRRRRRRRRRRRRRRR

1. LIMITS OF DEMOLITION

2. (E) REMOVE EXISTING THEATER SEATING AND

FRAMING. EPOXY FILL EXISTING ANCHOR

BOLT LOCATIONS FLUSH WITH EXISTING

CONCRETE FLOOR.

3. (E) REMOVE EXISTING FLOOR CARPET AND

PADDING. PREP FOR RECOVERING.

DEMO KEYNOTES:

THEATER DEMO PLAN1

1/4" = 1'-0"

THEATER REHABILITATION PLAN2

1/4" = 1'-0"

A. (N) INSTALL COMMERCIAL CARPET W/

INTEGRAL PAD

B. (N) INSTALL (41) THEATER SEAT

ASSEMBLIES AND (2) ADA AREA PER

MANUFACTURE RECOMMENDATIONS AND

REQUIREMENTS. BASIS OF DESIGN =

TEATRO SERIES C1. CONTRACTOR TO

VERIFY EXISTING ROOM MEASUREMENTS,

PROVIDE MANUFACTURER SHOP

DRAWINGS PRIOR TO PURCHASING AND

INSTALLING ASSEMBLIES. REFER TO

TYPICAL INSTALLATION DETAILS, A1.12.

C. PROVIDE TRANSITION AS REQUIRED.

REHABILITATION KEYNOTES:

TYPICAL SEATING LAYOUT4

N.T.S.

TYPICAL SEATING ELEVATIONS3

N.T.S.

TYPICAL FLOOR MOUNT DETAIL5

N.T.S.

A

A

A

B

C

C

ACCESSIBLE WHEELCHAIR AREA6

N.T.S.

C

A1.12

RETAIN & PROTECT

ALL FINISHES

MENS

WOMENS

COLLECTIONS

LIBRARY

LOCKER

LOCKER

JANITOR

BREAKROOM

HALL

A

B

B

MENS

WOMENS

COLLECTIONS

LIBRARY

LOCKER

LOCKER

JANITOR

BREAKROOM

J D

D

D

E

F

8' -4

1'-6"

7'-7 1/4"

1'-6"

A4.10

14'-0"

A4.10

SIM.

F

C

HALL

COLLECTIONS AREA FLOOR DEMO PLAN1

1/4" = 1'-0"

1. REMOVE (E) WALL.

2. REMOVE (E) DOOR & HARDWARE.

3. REMOVE (E) FLOORING.

4. REMOVE (E) RESTROOM FLOORING.

5. REMOVE (E) VANITY & SINK.

6. REMOVE (E) TOILET & REPLACE.

7. LIMIT OF DEMOLITION.

8. REMOVE (E) WALL FINISHES TO SUBSTRATE.

DEMO KEYNOTES:

A. (N) 2-PART EPOXY FLOORING.

B. (N) 2-PART EPOXY FLOORING & BASE.

C. (N) WALL AND DOOR ASSEMBLY.

D. PROVIDE TRANSITIONS AT CHANGE OF

FLOOR FINISH.

E. (N) TOILET.

F. (N) VANITY & LAVATORY.

REHABILITATION KEYNOTES:

COLLECTIONS AREA FLOOR PLAN2

NOTE:

1. REFER TO INTERIOR ELEVATIONS ON A7.10 & A7.11.

2. REFER TO FLOOR FINISH PLAN ON 1/A1.21

NUMBER

ROOM

ROOM FINISH SCHEDULE

TY

PE

FL

O

O R

B A

SE

TY

PE

C

EI

LI

N

G

REMARKS

FI

N

IS

H

W A

LL

H

EI

G H

T C

EI

LI

N G

MATERIALS KEY

TYPE DESCRIPTION

C1

SPECIFICATION

ACP

P1 PAINT-WALLS KELLY-MOORE, PRIMER + 2-COAT FINISH SYSTEM; LATEX; COLOR: #27 BONE; FINISH: MATTE

P2 PAINT-INT. TRIM

P3 PAINT-EXT. BODY

P5 PAINT-UTILITY SCUFFMASTER SCRUB TOUGH; COLOR TO MATCH P1

GYP1 GYP. BOARD CEILINGS

PT1 PORCELAIN TILE - FLOOR FLORIDA TILE, 'ALAVA' HDP, #33524 COLOR: LODGE; 8x36 PLANK FIELD TILE, GENERAL NOTES

ACOUSTIC CEILING PLANK

PT2 PORCELAIN TILE - WALL

TR1 TRANSITION STRIP TARKETT REDUCER 2/25" - 0" ; #RRS-XX-B; COLOR: 63 BURNT UMBER

FLORIDA TILE, 'AVENTIS', #FTIQT5RF24X24; COLOR: COTTON; 24x24 FIELD TILE

MATCH EXISTING

E EXISTING

- AWP

PT1 - PT2

PT1 -

PT1 -

C1 E GYP1 VARIES

TR

IM

EP1/EP2 PT3/PT4/P5 GYP1 8'-0"

GYP1 8'-0"-

E

E E

E E

E

E

PT1 - P2

PT1 - P2

PT1 - GYP1P2

PT1 - GYP1P2

EP CV P5 GYP1 9'-0"P2

ACP

OPEN

FL

O

O R

TR

A

N

SI

TI

O

N

TR3

TR1

TR2

NAME

ROOM

100A

135A

136B

100B

136A

ENTRY

COLLECTIONS

WOMEN'S RESTROOM

WOMEN'S VESTIBULE

MEN'S ADA STALL

VESTIBULE

LOBBY

ADMIN. WORKROOM

BACK OFFICE

LIBRARY

FRONT OFFICE

MEN'S RESTROOM

MEN'S VESTIBULE

OFFICE

FAMILY RESTROOM

107 THEATER

118 STAFF MEN'S RESTROOM

130 HALLWAY

138 MECHANICAL ROOM

STAFF WOMEN'S RESTROOM

135B WOMEN'S ADA STALL

E

PT1

PT1

EP1/EP2

EP1/EP2

PT4 PORCELAIN TILE - WALL FLORIDA TILE, 'AVENTIS', #P43C9; COLOR: COTTON; 3x12 BULLNOSE TRIM

P4 PAINT-EXT. TRIM

EP CV

EP CV

PT2

PT2

PT2

PT2

PT2

PT2

PT3 PORCELAIN TILE - WALL FLORIDA TILE, 'AVENTIS', #FTIAT5RF12X24; COLOR: COTTON; 12x24 FIELD TILE

MATCH EXISTING

MATCH EXISTING

TR2 TRANSITION STRIP

SHERWIN-WILLIAMS; ARMORSEAL 33, B58-33 SERIES; SANDSTONE BASEEPOXY PRIMER/SEALER

SHERWIN-WILLIAMS; ARMORSEAL 650 SL/RC B58-650 SERIES; SANDSTONEEPOXY FINISH COATEP2

EP1

SCUFFMASTER SCRUB TOUGH; COLOR TO MATCH P1

TARKETT REDUCER 3/8" - 0"; #CRS-XX-B; COLOR: 63 BURNT UMBER

P1

8'-0"

VARIES

VARIES

VARIES

VARIES

8'-0"

9'-0"

9'-0"

GYP1

GYP1

GYP1

GYP1

GYP1

EP CV

P1 - P5

PT1

PT2

EP1

EP2

ABBREVIATIONS

PORCELAIN TILE - WALL

EPOXY SEALER

EPOXY FINISH

EPOXY INTEGRAL COVE

LATEX PAINT

3/4" T&G FIR

GYPSUM WALL BOARD

TRANSITION STRIP

EXISTING

PT3

PORCELAIN TILE - FLOOR

PORCELAIN TILE - BULLNOSE TRIM

TG-F

TR1 - TR4

E

GYP1

TR3 TRANSITION STRIP TARKETT REDUCER 3/8" -1/4"; #CTA-XX-L; COLOR: 63 BURNT UMBER

REMARKS

GYP1 9'-0"EP1/EP2 EP CV P1 -

AWP ACOUSTIC WALL PANEL ASI ARCHITECTURAL, STYLE: FUSION COLOR: BEECH

CARPET-WALK OFF

ASI ARCHITECTURAL, STYLE: FUSION COLOR: BEECH

TR1

TR4 TRANSITION STRIP TARKETT REDUCER 1/4"-0"; #CTA-XX-J; COLOR: 63 BURNT UMBER

TR4

PT3/PT4/P5

E

PT5 PORCELAIN TILE - WALL FLORIDA TILE, 'AVENTIS',

AS INDICATED ON SECTION DWGS.

C2 CARPET TILE SHAW CONTRACT, 5th & MAIN, STYLE #: 54920, COLOR: 400 'BUNCH'

MENS

WOMENS

VESTIBULE

MECH

SPRINKLER RM

139A

CHASE

UTILITY

7'-9 1/4" 9'-10 3/4"

8'-2"18'-11"

25'-10"

'-4

/4

7'

-0

/8

'-1

/4

6'

-6

/8

3'-10 5/8"38'-10 7/8"

'-8

/4

'-5

10'-9 7/8" 10'-9 7/8"

8'-9 7/8" 7'-7 3/4" 8'-9 7/8"

R.R.

FAMILY

A1.21

9" O

FF

SE

T

EA

C H

C O

U R

SE

SINGLE PLANK

DIMENSIONS

8"

3'

FLOORING HATCH KEY

TILE

EPOXY

FLOOR FINISH PLAN1

A1.21 1/4" = 1'-0"

FLOOR PLANK LAYOUT PATTERN2

A1.21 1" = 1'-0"

REMOVE (E) CRICKET OVERBUILD

REMOVE (E) ROOF

OVERHANG & GUTTER

ASSEMBLY

REMOVE (E) OVERHANG

& GABLE END VENT

REMOVE (E) ROOF TO

INCLUDE TRUSSES &

(E) BEAM2'-0"

REMOVE (E) ROOFING

TO DECK SHEATHING

REMOVE ROOF SYSTEM AS NOTED

REMOVE METAL ROOF SYSTEM

LEGEND:

ROOF DEMO PLAN1

A1.40 1/4" = 1'-0"

R

ID

G E

2 1/2 : 122 1/2 : 12

RAKERAKE

EA

VE

RAKE

REPLACE CRICKET

AS NEEDED

EA

VE

1' -1

1"

5'-5"

(E ) R

ID

G

E

(E) BUILDING

(E) BUILDING

(E ) R

ID

G

E

(E) BUILDING

1'-9 5/8"

1' -9

/8

(E) SLOPE(E) SLOPE

(E) SLOPE(E) SLOPE

(E) SLOPE(E) SLOPE

5' -1

1"

(E) SLO

PE

(E ) S

LO

PE

(N) ROOF STRUCTURE & FINISH

(E) ROOF STRUCTURE W/ (N) FINISH

LEGEND:

ROOF PLAN1

A1.41 1/4" = 1'-0"

BA

100' - 0" F.F.

114' - 2"

T.O. EAVE

118' - 9"

T.O. RIDGE

115' - 6 5/8""

T.O. EAVE

1 | 2 A3.11

BA

2 1/2 : 12

2 1/2 : 12

4 : 12 (E)

4 : 12 (E)

134W1 (E)

139D1

100AD1

133W1132W1

(E) SIDING

(N) SIDING

(E) SIDING

(E) LOUVER TO REMAIN

2 3 41

A3.10

A3.10

100' - 0" F.F.

112' - 10 3/8"

T.O. RIDGE

118' - 5 3/4"

T.O. RIDGE

(N) SIDING

(E) SIDING

(N) DOWNSPOUT

(N) DOWNSPOUT

CONNECT TO EXIST.

GUTTER

18" CONCRETE STEM WALL

26 GAUGE 2" STANDING SEAM METAL ROOF

BOARD & BATTEN SIDING (MATCH EXISTING)

WEST EXTERIOR ELEVATION2

1/4" = 1'-0"

SOUTH EXTERIOR ELEVATION1

MATERIALS LEGEND

FIN. FLR. 100.00

MENS

WOMENS

139A

CHASE

UTILITY

A5.11

2 1/2 :12

2 1/2 :12

B A

A5.11

A A3.12 2

A5.11

13'-4"

B A3.13

FIN. FLR. 100.00

8' -0

FIN. CLG. 108.00

VESTIBULE

MECH

7' -0

D

O O

R H

EA

D

ER

2 1/2 :12 2 1/2 :12

BA

VESTIBULE

MECH

A A3.13

112' - 10 3/8"

T.O. RIDGE

118' - 5 3/4"

T.O. RIDGE

13'-4"

A5.11

B A3.12

BUILDING SECTION - LOOKING SOUTH1

1/4" = 1'-0"

BUILDING SECTION - LOOKING NORTH2

A3.10

A3.10

C A3.13

A A3.12

INTERIOR BUILDING SECTION - LOOKING EAST1

1/4" = 1'-0"

INTERIOR BUILDING SECTION - LOOKING WEST2

WALL SECTIONA

A3.12 3/4" = 1'-0"

FIN. FLR. 100.00

8'- 0"

(E) LIGHTED SOFFIT TO REMAIN (2x6

(E) GABLE ENDWALL TO REMAIN PROTECTED IN PL

4x16 HEADER

5/8" GYP.

FINISH PER SCHD.

SOUND BATT.

STRUCT. FRAME PER

STRUCTURAL

HEAVY TIMBER WRAP.

REFER TO STRUCTURAL FOR

CONNECTIONS

HEAVY TIMBER WRAP.

REFER TO STRUCTURAL

FOR CONNECTIONS

5/8" GYP.

FINISH PER SCHD.

SOUND BATT.

3/4" ACOUSTIC PANEL

ON 1/2" GYP.

OVERBUILD END WALL

2x6 FRAMING

1/2" PLY EXT. SHEETING

1x8 BOARD W/3" BATTEN

TO MATCH EXIST.

3/4" ACOUSTIC PANEL

ON 1/2" GYP.

1'- 0"

1/4" STL. POST BASE WRAP W/COR-TEN

SEALED FINISH (TYP.)

WALL SECTIONB

A3.12 3/4" = 1'-0"

BOX HEADER

FIN. FLR. 100.00

7'-

0" OFFICE 134

(E) OFFICE ATTIC SPACE

3/4" ACOUSTIC PANEL

ON 1/2" GYP.

OVERBUILD END WALL

2x6 FRAMING

1/2" PLY EXT. SHEETING

R19 BATT.

1x8 BOARD W/3" BATTEN

TO MATCH EXIST.

OVERBUILD END WALL

2x4 FRAMING

1/2" PLY EXT. SHEETING

SOUND BATT.

1x8 BOARD W/3" BATTEN

TO MATCH EXIST.

HEAVY TIMBER WRAP.

REFER TO STRUCTURAL FOR

CONNECTIONS

ENTRY

WALL SECTIONC

A3.12 3/4" = 1'-0"

OVERBUILD END WALL

2x6 FRAMING

ACOUSTIC BATT.

1/2" PLY.

1/2" PLY.

3/4" ACOUSTIC PANEL

REFER TO FINISH SCHD.

2x10 LEDGER

REFER TO STRUCTURAL

(E) 2x RAFTER

(E) 4x12 BEAM

FIN. FLR. 100.00

8'- 1"

'-4

3/ 8"

'-1

7/ 8"

WALL SECTIONA

A3.13 3/4" = 1'-0"

FIN. FLR. 100.00

7'-

1/ 2"

3'-

" R O

RE

MO

VA

BL

E

AC

CE

SS

P

AN

EL

3 1/2 x14 LVL HANGER & TRUSS

CONNECTION PER STRUCTURAL

OVERBUILD END WALL

2x6 FRAMING

ACOUSTIC BATT.

1/2" PLY.

1/2" PLY.

3/4" ACOUSTIC PANEL

REFER TO FINISH SCHD.

2x10 LEDGER

REFER TO STRUCTURAL

WALL SECTIONB

A3.13 3/4" = 1'-0"

FIN. FLR. 100.00

8'- 0 1

/2"

2x6 SOFFIT (2) 2x6(2) 2x6

2x4

1/2" GYP. W/ P5

PER FINISH

SCHEDULE

3'-4" 1'-8"

5'-0"

WOMENS 135

(E) 2x RAFTER

FOOTING

STEMWALL

FINISH GRADE

100' - 0" F.F.

108' - 0 1/2"

T.O. BEAM

WALL SECTIONC

A3.13 3/4" = 1'-0"

WOMENS 135

(E) 2x RAFTER

(E) 4x12 BEAM

TILED INTERIOR

WALL ASSEMBLY "I"

(E) EXTERIOR WALL

ASSEMBLY "C"

RAIN GUTTER SYSTEM

(N) 1" STANDING SEAM

METAL ROOF

A7.10 g2

A7.11 e g fh .

. .. 2

A5.13

PAPER TOWEL

DISPENSER

WASTE

RECEPTACLE

A7.11 a c bd .

9" M

AX

7'-4 7/8"

3'

1' -6

/8

6' -0

/4

5' CLR.

TYPICAL ADA RESTROOM STALL1

A4.10 3/4" = 1'-0"

1'-6 5/8"

5'-7 1/4" 2'

7'-7 1/4"

3' -1

1/

4" 3'

5/

8"

1'-8 5/8"

TYPICAL STAFF RESTROOM2

A4.10 3/4" = 1'-0"

7'-4 1/4"

1'-6 5/8"1'-6 5/8"

6' -9

/4

5' CLR.

3'-9 1/4" 3'-3" 4"

FAMILY RESTROOM3

A4.10 3/4" = 1'-0"

2'-6"

4'

4'-4 7/8"

1' -1

/8

3'-4 1/2"

3' -1

0"

5' CLR.

2 X 6 FRAMING @ 16" O.C.

1/2" GWB

1/2" GYP. OR PLY

SOUND BATT.

A

SCALE: 1 1/2" = 1'-0"

INTERIOR WALL

PLAN

C

SCALE: 1 1/2" = 1'-0"

EXTERIOR WALL

PLAN

SIDING (REFER TO EXT. ELEV.

FOR TYPE)

WEATHER RESISTIVE BARRIER

PLYWOOD SHEATHING PER STRUCTURAL

BATT INSULATION

1/2" GWB (INTERIOR)

EXTERIOR

IN

TE

R

IO

R 2 X FRAMING @ 16" O.C.

1/2" GWB

SOUND BATT INSUL.

D

SCALE: 1 1/2" = 1'-0"

INTERIOR WALL

1/2" GWB

PLAN

E

SCALE: 1 1/2" = 1'-0"

EXTERIOR WALL

2 X 6 FRAMING @ 16" O.C.

1/2" PLY

SIDING (FIBER CEMENT SIDING

MATCHING EXISTING MAINT. BLDG.

PLAN

SIDING (REFER TO EXT ELEVS FOR

TYPE)

WEATHER RESISTIVE BARRIER

PLYWOOD SHEATHING PER STRUCT

GABLED END TRUSS

KRAFT FACED R-19 BATT INSUL.

SCALE: 1 1/2" = 1'-0"

GABLED END TRUSS

F

PLAN SCALE: 1 1/2" = 1'-0"

ROOF ASSEMBLY

G

1" 26 GA. STANDING SEAM METAL

ROOF W/ UNDERLAYMENT INSUL.

5-1/2" ROOF DECK W/ R-42 RIGID

INSULATION

SECTION

H

SCALE: 1 1/2" = 1'-0"

EXTERIOR WALL

2 X 6 FRAMING

@ 16" O.C.

1/2" PLY

MTL. SIDING (REFER TO

EXT ELEVS FOR TYPES &

LOCATIONS)

PLAN

2x6 FRAMING @ 16" O.C.

5/8" W/R GWB AT MECH. SIDE

FIXTURE BLOCKING PER INT.

ELEVATION

KERDI-BOARD OR W/R GYPSUM

BOARD

WATERPROOF MEMBRANE

WALL FINISH PER INT. ELEVATIONS

SCALE: 1 1/2" = 1'-0"

I

TILED WALL

INTERIOR

SECTION

CONCRETE SOG PER STRUCT

FINISH PER FINISH SCHEDULE

10 MIL VAPOR RETARDER

3" CAPILLARY BREAK

R-10 RIDGID UNDERSLAB INSUL. @

5'-0" IN FROM PERIMETERS

COMPACT STRUCTURAL FILL

B

SCALE: 1 1/2" = 1'-0"

FLOOR SLAB ON GRADE

SECTION

2 X FRAMING @ 16" O.C.

5/8" TYPE X-GWB

SOUND BATT INSULATION

J

SCALE: 1 1/2" = 1'-0"

INTERIOR WALL 1-HR

5/8" TYPE X-GWB

PLAN

GUTTER DETAIL5

A5.11 1 1/2" = 1'-0"

GUTTER SUPPORT

GUTTER STRAP

(FIELD FORMED)

STANDING SEAM METAL ROOF

SYSTEMICE / WATER SHIELD

BLOCKING

28ga. MTL. TRIM CAP

1"x10" TRIM

6" SIP PANEL

3/4"

5 1/2" 5/8"

2"

STRUCTURAL BEAM

ROOF CROSS MEMBER.

SEE STRUCTURAL SHEETS.

3/4" FIR T&G SOFFIT

GUTTER FLASHING

DEEP EAVE1

A5.11 3/4" = 1'-0"

6" SIP PANELSTANDARD SEAM METAL ROOF SYSTEM

5"x5" SQ.TB. (TYP.)

1'-0"

TITE-LOC PLUS

"AR" CLIP W/

FASTENERS

ICE/WATER

BARRIER

1"x10" FASCIA

BOARD

BLOCKING

GUTTER (SEE

DETAIL)

3'-0"

3/4" FIR T&G

SOFFIT

3/4" FIR T&G CEILING

A5.11

RIDGE2

A5.11 3/4" = 1'-0"

SEALANT @ VERTICAL LEG & UNDER "Z"PA-101 HIP/RIDGE FLASHING W/ "Z" CLOSURES

3/4" TURN-UP

TITE-LOC PLUS PANEL

TITE-LOC PLUS "AR" CLIP W/ FASTENERS

ICE/WATER SHEILD

A5.11

3/4" FIR T&G CEILING

SHALLOW EAVE3

A5.11 3/4" = 1'-0"

6" SIP PANEL

5/8" SHEATHING

STANDARD SEAM METAL ROOF SYSTEM

5"x5" SQ.TB. (TYP.)

TITE-LOC PLUS "AR"

CLIP W/ FASTENERS

ICE/WATER BARRIER

1"x10" FASCIA

BOARD

A5.11

3/4" FIR T&G CEILING

RAKE DETAIL4

A5.11 3/4" = 1'-0"

STANDARD SEAM METAL ROOF SYSTEM

ICE/WATER BARRIER

DRIP EDGE FLASHING

1"x10" FASCIA

BOARD

6" S.I.P. ROOF DECK

3/4" FIR T&G SOFFIT

EXTERIOR WALL

ENLARGED RIDGE DETAIL6

A5.11 1 1/2" = 1'-0"

SEE STRUCTURAL SHEETS

FOR CONNECTION DETAILS

(TYP.)

ENLARGED SOFFIT DETAIL7

A5.11 1 1/2" = 1'-0"

PRE-FINISHED METAL DRIP

EDGE FLASHING

3/4" FIR T&G SOFFIT (TYP.)

SEALANT @ COONECTIONS (TYP.)

WINDOW WALL, SEE

MFR. FOR INSTALLATION

INSTRUCTIONS

NOTE: REFER TO DETAIL SHEET A6.11, DETAILS 7 THRU 10

FOR FLASHING REQUIREMENTS AT EXTERIOR WINDOWS

J TRIM

WINDOW PER SCHEDULE

PT SHIM

METAL FLASHING

3/4" F.C. TRIM

FLEXIBLE FLASHING

WALL CONSTRUCTION

PER PLANS

WRBHEADER PER

STRUCTURAL

4"

5/4" x F.C. TRIM

J TRIM

WINDOW PER SCHEDULE

WALL CONSTRUCTION PER PLANS

P.T. SHIM

WRB

FLEXIBLE FLASHING

SEALANT

SEALANT

3"

NOTE: REFER TO DETAIL SHEET A6.11, DETAILS 7 THRU 10

FOR FLASHING REQUIREMENTS AT EXTERIOR WINDOWS

F.C. LAP SIDING

WINDOW

WALL CONSTRUCTION

PER PLANS

5/4"X F.C. TRIM

1/2"

FLEXIBLE FLASHING

SEALANT

3/4" PLAM MDF TRIM

3"

2x SILL PLATE

NOTE: REFER TO DETAIL SHEET A6.11, DETAILS 7 THRU 10

FOR FLASHING REQUIREMENTS AT EXTERIOR WINDOWS

TYPICAL EXTERIOR WINDOW HEAD8

A5.11 3" = 1'-0"

TYPICAL EXTERIOR WINDOW JAMB9

A5.11 3" = 1'-0"

TYPICAL EXTERIOR WINDOW SILL10

A5.11 3" = 1'-0"

7/8" 2 1/4" 7/8"

7/ 8"

2 1/16"

/1 6"

2 3/16" 2 3/8"

SECTION A-A

7/8" 2 1/4" 7/8"

95°

3/ 4"

2 3/8" 11 /1

6" 1/

SECTION B-B

4"

7/ 8"

7/8" 7/8"

A

A

B

B

R1 1/16"

7/8" VARIES 7/8"

1 3/16" 6 5/16" 4 11/16" 6 5/16" 1 3/16"

1°1°

2 3/8"

DRAIN DETAIL (SCHLUTER® KERDI-LINE)1

A5.12 6" = 1'-0"

TOP VIEW

SECTION VIEW

3/ 8"

3/8"

1/

8"

3/4"

/1 6"

1/

8"

/1 6"

1 1/8"

3/8"2 1/16"

1/4"

1/ 8"

7/

1/

8" 3/

4"

3/8"2 1/16"

1/4"

1/ 8"

7/

Side view 3/4" height

Side view 1 3/16" height (only available in sizes 50 to 120)

CROSS SECTIONS

HEIGHT HEIGHT

3/4" 1 3/16"

A

A

TOP VIEW

DRAIN DETAIL: GRATE FRAME KLR19 EB & KLR30 EB (SCHLUTER® KERDI-LINE)2

A5.12 6" = 1'-0"

SECTION A-A

SECTION VIEW

SECTION VIEWSECTION VIEW

SECTION VIEW

1'-7 3/4"

1'-6 9/16"

1/

3/ 4"

5/ 8"

1/16"

9/16" 2"

DRAIN DETAIL: GRATE DR-TILEABLE DESIGN (SCHLUTER® KERDI-LINE)3

A5.12 6" = 1'-0"

SECTION VIEW

TOP VIEW

A

SECTION A-A

A

1'-7 3/4"

TILE OR STONE

SUBSTRATE

SU

BS

TR

AT

E

TI

LE

O R

S

TO

N E

3/

/6 4"

19/64"

15/64"

3/ 8"

1/ 8"

1 7/32"

LINEAR DRAIN4

A5.12 3" = 1'-0"

PORCELAIN WALL TILE

MASTIC

WATERPROOFING MEMBRANE

WATER RESISTANT GYP.

ADJUSTABLE EDGING

'KERDI-DRAIN ASSEMBLY

PORCELAIN FLOOR TILE

THIN-SET ADHESIVE

'DITRA' DE-COUPLING MEMBRANE

1% SLOPING TOPPING SLAB

CONCRETE SUB-SLAB

10 MIL VAPOR BARRIER

COMPACTED SUB-GRADE

SCHLUTER® DILEX EKE5

A5.12 N.T.S.

4"

TRANSITION (TR1)1

A5.13 SECTION

TRANSITION (TR2)2

A5.13 SECTION

TRANSITION (TR4)4

A5.13 SECTION

TRANSITION (TR3)3

A5.13 SECTION

2 1/2"

1/ 4"

2 1/2"

3/ 8"

3/ 8"

1 5/8"

1/

" T O

1/ 8"

1" = 1'-0" 1" = 1'-0" 1" = 1'-0"1" = 1'-0"

Z-CLIP (FIELD ATTACHED

TO BACK OF PANEL)

Z-BAR (FIELD ATTACHED

TO FURRING)

BASE AS SCHEDULED

2" X 3/16" WALL SPLINE

(PAINTED BLACK)

WALL ACOUSTIC PANEL5

A5.13 1 1/2" = 1'-0" ELEVATION

Z-CLIP (FIELD ATTACHED

TO BACK OF PANEL)

Z-BAR (FIELD ATTACHED

TO FURRING)

ACOUSTIC BATT INSUL.

TYP. WALL ASSEMBLY

(BY OTHER)

2" X 3/16" BLACK WALL SPLINE

(FIELD ATTACHED)

WALL ACOUSTIC PANEL6

A5.13 1 1/2" = 1'-0" SECTION

Z-BAR (FIELD ATTACHED TO FURRING)

Z-CLIP (FIELD ATTACHED TO PANEL)

2" X 3/16" WALL SPLINE (PAINTED BLACK)

ACOUSTICAL BATT INSUL.

TYP. WALL ASSEMBLY (BY OTHERS)

FURRING (BY OTHER) TO MATCH

ACOUSTICAL BACKER THICKNESS

WALL ACOUSTIC PANEL7

A5.13 1 1/2" = 1'-0" INSIDE CORNER SECTION

Z-CLIP (FIELD ATTACHED TO BACK OF PANEL)

Z-BAR (FIELD ATTACHED TO FURRING)

CUSTOMER PROVIDED FIXTURE

(FIELD CUT PENETRATION)

Z-CLIP (FIELD ATTACHED TO BACK OF PANEL)

Z-BAR (FIELD ATTACHED TO FURRING)

ACOUSTICAL BATT INSUL.

TYP. WALL ASSEMBLY (BY OTHERS)2" X 3/16" WALL SPLINE (PAINTED BLACK)

2" X 3/16" WALL SPLINE (PAINTED BLACK)

FURRING (BY OTHER) TO MATCH

ACOUSTICAL BACKER THICKNESS

CUSTOMER PROVIDED FIXTURE

(FIELD CUT PENETRATION)

WALL ACCOUSTIC PANEL OUTLET PENETRATION8

A5.13 1 1/2" = 1'-0" ELEVATION & SECTION

Z-CLIP (FIELD ATTACHED TO BACK OF PANEL)

Z-BAR (FIELD ATTACHED TO FURRING)

ACOUSTICAL BATT INSUL.

TYP. WALL ASSEMBLY (BY OTHER)

2" X 3/16" WALL SPLINE (PAINTED BLACK)

CUSTOMER PROVIDED FIXTURE

(FIELD CUT PENETRATION)

Z-CLIP (FIELD ATTACHED TO BACK OF PANEL)

Z-BAR (FIELD ATTACHED TO FURRING)

CUSTOMER PROVIDED FIXTURE

(FIELD CUT PENETRATION)

2" X 3/16" WALL SPLINE (PAINTED BLACK)

FURRING (BY OTHER) TO MATCH

ACOUSTICAL BACKER THICKNESS

WALL ACOUSTIC PANEL SWITCH PENETRATION10

A5.13 1 1/2" = 1'-0" ELEVATION & SECTION

INDEPENDENTLY

SUPPORTED SPRINKLER:

FIELD CUT PENETRATION

IF PENETRATION EXCEEDS

3 BOARD WIDTH, SUPPORT

BRACKETS ARE NEEDED

SUPPORT BRACKET

FASTENED W/ SCREWS

TO PLANKS

PIPE HANGER ANCHORED

TO BUILDING STRUCTURE

1x4 FURRING

ACOUSTIC CEILING PANEL

SPRINKLER PENETRATION9

A5.13 1 1/2" = 1'-0" SECTION

1x4 FURRING

INDEPENDENTLY SUPPORTED

AUDITION LIGHT: FIELD CUT

PENETRATION

SUPPORT BRACKET

FASTENED W/

SCREWS TO PLANKS

ACOUSTIC CEILING PANEL

FIXTURE PENETRATION11

A5.13 1 1/2" = 1'-0" SECTION

2'-0"

O.C. TYP

JOINTS TO LAND ON FRAMINGSTART PATTERN FROM BASE

BOARD (FIELD RIP TONGUE)

ACOUSTICAL BACKER BETWEEN FURRING

1X4 FURRING

ACOUSTIC WALL PANEL LAYOUT12

A5.13 1" = 1'-0" ELEVATION

1/4" = 1'-0"D1

HOLLOW METAL

1/4" = 1'-0"D4

PROTECTION

PLATE

HOLLOW METAL

WIDTH

PER

SCHD.

R E:

D O

O R

S C

H D

1/4" = 1'-0"D2

SOLID CORE WOOD

PROTECTION

PLATE

R E:

D O

O R

S C

H D

1/4" = 1'-0"D3

MTL. STORE FRONT

PROTECTION

PLATE

R E:

D O

O R

S C

H D

WIDTH

PER

SCHD.

WIDTH

PER

SCHD.

R E:

D O

O R

S C

H D

WIDTH

PER

SCHD.

1/4" = 1'-0"D5

SOLID CORE WOOD

R E:

D O

O R

S C

H D

WIDTH

PER

SCHD.

1/4" = 1'-0"

WIDTH

PER

SCHD.

7' -2

" R .O

F1

HOLLOW METAL

8' -0

STOREFRONT SYSTEM

TEMPERED GLAZING

1/4" = 1'-0" F2

4' -8

'-8

7'-8"

TG

TG

TG

TG

1'-4"1'-4"

F3 1/4" = 1'-0"

HOLLOW METAL

7' -2

" R .O

WIDTH

PER

SCHD.

DOOR TYPES

FRAME TYPES

NO.

XXX

DOOR

DOOR SCHEDULE

PACKAGE

DOOR/

SIZE TY

PE

D O

O R

FI

N

IS

H

FA

C

IN

G

DOOR

M A

TE

R

IA

L

FI

N

IS

H

FRAME

H A

R D

W A

R E

SE

T

100A

REMARKS

TY

PE

FR

A

M E

FF

D2136 F2 INSWING

D2137 F2

100B

EXISTING - REPLACE GLAZING W/ TEMP. & PANIC HARDWARE

DOOR SCHEDULE ABBREVIATIONS:

ALUM ALUMINUM

FF FACTORY FINISHED

HM HOLLOW METAL

MFR MANUFACTURER

PT PAINT

TG TEMPERED GLASS

FPRG FIRE-PROTECTION RATED GLAZING

WD WOOD

NR NON-RATED

R RELOCATED

NRSP NON-RATED SMOKE PARTITION

WG WIRE GLASS

MCW METAL-CLAD WOOD

DOOR SCHEDULE NOTES:

1. WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE, EGRESS DOORS SHALL

SWING IN THE DIRECTION OF TRAVEL.

2. SWING AND OPENING FORCE SHALL NOT BE GREATER THAN 5 POUNDS TO MOVE

DOOR TO FULLY OPEN POSITION.

3. THRESHOLD DIFFERENTIAL AT ALL DOORWAYS SHALL NOT EXCEED 1/2" AND

SHALL BE BEVELED ON EACH EDGE AT A SLOPE NOT TO EXCEED 2% OR 1/4"

VERTICAL IN 12 UNITS HORIZONTAL.

4. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY

OR SPECIAL KNOWLEDGE.

5. PANIC HARDWARE SHALL BE INSTALLED AT A HEIGHT OF NOT LESS THAN 34" AND

NOT GREATER THAN 48" ABOVE THE FLOOR WITH AN UNLATCHING FORCE NOT

GREATER THAN 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. DOOR

SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE.

6. DOOR CLOSERS FOR ACCESSIBLE DOORS SHALL BE EQUIPPED WITH

ADJUSTABLE SPEED CONTROLS.

7. ALL DOOR FRAMES TO BE PROVIDED FACTORY PRIMED FOR FINAL FINISH PER

DRAWINGS.

3'-6" x 7'-0"

3'-0" x 7'-0" 3'-0" x 7'-0"

FF

FF

FF

ALUM

HM

HM

WD

HM

WD

U -F

A C

TO

R

7'-8" x 10'-8"

6'-0" x 7'-0"

3'-0" x 7'-0"

F1D3

D5 WD

D2 F2

EXIST. WD FF

FF

FF

SLIDING BARN DOOR

FF

FF

FF

FF

FF

0.57 STOREFRONT

0.35

X WINDOW SCHEDULE

WINDOW

2'-0" x 5'-0"

SIZE TY

PE

EXIST.

FI

N

IS

H

FRAME

U -F

A C

TO

R

DETAILS

101 W2

REMARKS

M A

TE

R

IA

L

W FF E

3-UNIT MULLED SET (SEE 2/A6.10 FOR SINGLE UNIT) ANODIZED DARK BRONZE

E E 0.35

6'-0 x 4'-0

W FF

9'-0" x 4'-0" MCW123 W1

N U

M B

ER

W

IN

D

O W

H

EA

D

JA

M

B

SI

LL

OUTSWING

120 90 MIN. RATING, GROUTED FRAMEFF HM3'-0" x 7'-0" D2 F2 FF -6

001D1 FFHMF3D4 FF 2 -6'-0" x 7'-0" LOWER LEVEL EXIT (HALL 001) - HARDWARE REPLACEMENT ONLY

100C

WD6'-0" x 7'-0" EXIST. WD FF FF 0.352101 D1/D2 EXISTING - REPLACE GLAZING W/ TEMP. & PANIC HARDWARE

D2135 F23'-0" x 7'-0" FF HM FF -4

D2119 F23'-0" x 7'-0" FF HM FF -4 D2118 F23'-0" x 7'-0" FF HM FF -4

EXISTING - REPAIR & PAINT139 HM3'-0" x 7'-0" EXIST. F2 FF FF --

101 W3 2'-0" x 5'-0" EXIST.

125 W1 132 W1 133 W1 134 W1

REPLACE EXISTING GLAZING W/ TEMPERED UNIT

REPLACE EXISTING GLAZING W/ TEMPERED UNIT

2-UNIT MULLED SET (SEE 2/A6.10 FOR SINGLE UNIT) ANODIZED DARK BRONZE

12'-0 x 4'-0 12'-0 x 4'-0 12'-0 x 4'-0

FF

FF

FF

FF

FF

MCW

MCW

MCW

MCW

GROUP 1: (STOREFRONT)

PANIC BAR, INTERIOR

PULL, EXTERIOR

MORTISE CYLINDER

CONTINUOUS HINGE

2-STAGE DOOR CLOSER

WEATHER STRIPPING

DOOR SWEEP

KICKPLATE

THRESHOLD

HARDWARE SCHEDULE

GROUP 2:

PANIC BAR, INTERIOR

PULL, EXTERIOR

MORTISE CYLINDER

3 HINGES

DOOR CLOSER

WEATHER STRIPPING

DOOR SWEEP

THRESHOLD

ASTRAGAL

GROUP 3:

PUSH / PULL PLATES

3 HINGES

DOOR CLOSER

KICK PLATE

DOOR SWEEP

WALL STOP

SILENCERS

GROUP 4:

ENTRY / OFFICE LOCKSET

3 HINGES

DOOR CLOSER

WALL STOP

SILENCERS

GROUP 5:

RAIL & ROLLER ASSB'LY

DOOR PULL

FLOOR STOP

DOOR GUIDE

GROUP 6: (2-HOUR)

ENTRY / OFFICE LOCKSET

3 HINGES

DOOR CLOSER

WALL STOP

SILENCERS

GASKETS

KICK PLATE

W W W W W

0.35 0.35 0.35 0.35 0.35 0.35

5/A6.144/A6.14

EE E

4/A6.14 4/A6.14 4/A6.14 4/A6.14 4/A6.14 4/A6.14 4/A6.14 4/A6.14 4/A6.14

1/A6.14 3/A6.14 3/A6.14 3/A6.14

4-UNIT MULLED SET (SEE 2/A6.10 FOR SINGLE UNIT) ANODIZED DARK BRONZE

4-UNIT MULLED SET (SEE 2/A6.10 FOR SINGLE UNIT) ANODIZED DARK BRONZE

4-UNIT MULLED SET (SEE 2/A6.10 FOR SINGLE UNIT) ANODIZED DARK BRONZE

WINDOW TYPES

NOTE: ALL NEW WINDOWS (WITH THE EXCEPTION OF THE VESTIBULE WINDOW WALL

SYSTEM DESCRIBED ELSEWHERE) ARE MULLED ASSEMBLIES OF DETAIL 2/A6.10

OUTSWING

INSWING

D2101A F23'-0" x 7'-0" FF WD FF -4

6'-0" x 7'-0"105D1 3'-0" x 7'-0"107D1

111D1

FFHMF3EXIST. FF 2 - MULTIPURPOSE ROOM EXIT - HARDWARE REPLACEMENT ONLY

EXIST. F2 FF HM FF -2 THEATER EXIT - HARDWARE REPLACEMENT ONLY WITHOUT ASTRAGAL

3'-0" x 7'-0" EXIST. F2 FF HM FF -2 (HALL 111 EXIT) - HARDWARE RE[PLACEMENT ONLY WITHOUT ASTRAGAL

WALL TYPE PER PLAN

WALL TYPE PER PLAN

HEADER PER STRUCTURAL

CONTINUOUS SEALANT

EACH SIDE

FRAME TYPE PER DOOR

SCHEDULE

EXPANSIVE FOAM

INSULATION

DOOR TYPE PER

DOOR SCHEDULE

WALL ASSEMBLY

PER PLAN

LAP WEATHER

RESISTIVE BARRIER

OVER PREFINISHED

METAL FLASHING

SIDING

3/4" FIBER CEMENT TRIM

HOLLOW METAL

DOOR FRAME

FIBERGLASS DOOR

WALL ASSEMBLY

PER PLAN

PLYWOOD SHEATHING

SIDING

LAP WEATHER RESISTIVE

BARRIER OVER FLEXIBLE

FLASHING

SEALANT

FLEXIBLE FLASHING EXTEND

INTO OPENING AS SHOWN

HOLLOW METAL FRAME

FIBERGLASS DOOR

DOOR AND FRAME

AS SCHEDULED

ADA ACCESSIBLE

THRESHOLD SET

IN MASTIC

SOLUTION JOINT

WITH SEALANT

CONCRETE

WALK

CONCRETE

SLAB

3/4" FIBER CEMENT TRIM

GWB RECESSED

INTO FRAME

GWB RECESSED

INTO FRAME

FRAME TYPE PER DOOR

SCHEDULE

EXPANSIVE FOAM

INSULATION

DOOR TYPE PER

DOOR SCHEDULE

HEADER PER STRUCTURAL

CONTINUOUS SEALANT

EACH SIDE

INSULATION PER WALL TYPE

EXTEND SILL FLASHING

HORIZONTALLY TO PROJECT

BEYOND VERTICAL JAMB

FLASHING APPLIED LATER

WALL SHEATHING

(WHERE IT OCCURS ON)

VERIFY SHEATHING EDGES

ARE FLUSH WITH THE

FRAME OPENING

APPLY SILL FLASHING HORIZONTALLY

BELOW THE SILL. FASTEN THE TOP EDGE

OF THE SILL FLASHING TO THE FRAME.

BUT DO NOT FASTEN THE LOWER EDGE

SO THE WEATHER RESISTANT BUILDING

PAPER APPLIED LATER MAY BE SLIPPED

UP & UNDERNEATH THE FLASHING IN A

WEATHERBOARD FASHION.

EXTEND JAMB FLASHING

TO 1/2" BELOW

THE TOP OF THE HEAD

FLASHING

TO SEAL THE WINDOW

FRAME TO OPENING APPLY

CONTINUOUS SEAL TO THE

BACKSIDE OF THE MOUNTING

FLANGE NEAR THE OUTER

EDGE AND INLINE WITH ANY

PRE-PUNCHED HOLES OR

SLOTS ON THE MOUNTING

FLANGE.

SHIM & ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB & LEVEL

CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN

WITHIN 10" AND NO CLOSER THAN 3" IN EACH DIRECTION FROM EVERY

CORNER. SECURE WINDOW AROUND FRAME OPENING WITH

EQUIVALENT OF 6d FASTENERS AT 16" O.C. MAXIMUM.

BEFORE INSTALLATION

RESEAL ALL OUTSIDE

JOINTS OF MECHANICALLY

JOINED FRAMES.

SQUARE & LEVEL &

PLUMB FRAMING

ROUGH FRAMED OPENING SUFFICIENTLY

LARGER IN WIDTH & HEIGHT THAN THE

ACTUAL FRAME DIMENSIONS OF THE

WINDOWS TO ASSURE ADEQUATE

CLEARANCE CONSULT THE WINDOW

MANUFACTURER FOR THE RECOMMENDED

ROUGH OPENING DIMENSIONS

EXTEND JAMB FLASHING

TO 1/2" LESS THAN

THE TOP OF THE HEAD

FLASHING.

CONTINUE SEALANT

APPROXIMATELY

8-1/2" ABOVE

THE TOP OF

THE WINDOW.

APPLY CONTINUOUS SEAL TO THE

TOP (HEAD) & SIDES (JAMBS) OF

WINDOW. EMBED JAMB FLASHING

INTO SEALANT AND FASTEN IN

PLACE.

EXTEND JAMB FLASHING BEYOND

SILL FLASHING AND ABOVE WHERE

THE HEAD FLASHING WILL INTERSECT.

METHOD "A":

EMBED BOTTOM OF THE HEAD FLASHING

AGAINST THE PREVIOUSLY APPLIED SEALANT.

(FLASHING GOES OVER SEALANT) EXTEND

HEAD FLASHING BEYOND EACH JAMB

FLASHING, FASTEN IN PLACE.

METHOD "B":

APPLY CONTINUOUS SEAL ALONG TOP

(HEAD) MOUNTING FLANGE. EMBED

BOTTOM OF HEAD FLASHING AGAINST

SEALANT (FLASHING GOES OVER SEALANT).

EXTEND HEAD FLASHING BEYOND

EACH JAMB FLASHING, FASTEN IN PLACE.

TYPICAL INTERIOR DOOR HEAD

TYPICAL INTERIOR DOOR JAMB

EXTERIOR DOOR HEAD

TYPICAL THRESHOLD

EXTERIOR DOOR JAMB

ROUGH OPENING

SILL FLASHING

WINDOW INSTALLATION

JAMB FLASHING HEAD FLASHING

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

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

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

STORE FRONT1

A6.12 3/8" = 1'-0"

10'-4"

9' -4

/4

2' -8

/4

8' -2

TG

TG

TG

TG

2'-0"

5'-1"

TG TG

ELEVATION

6"

3/ 8"

2"

TRANSOM HEAD3

A6.12 6" = 1'-0" SECTION

2"

1/

1/

8"

1/ 2"

TRANSOM BAR2

A6.12 6" = 1'-0" SECTION

1/

2"

/1

6"

BOTTOM RAIL13

A6.12 6" = 1'-0" ELEVATION

6"

3/ 8"

2"

HEAD6

A6.12 6" = 1'-0" SECTION

2"

HORIZONTAL10

A6.12 6" = 1'-0" SECTION

6"

3/ 8"

2"

1/ 2"

SILL12

A6.12 6" = 1'-0" SECTION

2"3/8" 1"

POCKET INSERT @ TRANSOM5

A6.12 6" = 1'-0" SECTION

2" 1"

POCKET INSERT

@ TRANSOM W/ SIDELITE4

A6.12 6" = 1'-0" SECTION

2"

3/8"

3 1/2"

1/8"

LOCK/HINGE STILE7

A6.12 6" = 1'-0" SECTION

3 1/2"

1/8"

2"

LOCK/HINGE STILE W/ SIDE LITE8

A6.12 6" = 1'-0" SECTION

1/8"

3 9/16" 3 1/2"

MEETING STILE9

A6.12 6" = 1'-0" SECTION

6"

3/ 8"

2"

JAMB11

A6.12 6" = 1'-0" SECTION

A6.12

A6.12

A6.12

A6.12

A6.12

A6.122

A6.12

A6.12

A6.12

A6.12

A6.12

A6.12

TYPICAL STOREFRONT DETAIL KEY14

A6.12 1/2" = 1'-0" ELEVATION

1/ 2"

6"

1/

4" 1 1/

8"

HEAD1

A6.13 6" = 1'-0" SECTION

1/

4"

6"

INTERMEDIATE HORIZ.2

A6.13 6" = 1'-0" SECTION

INTERMEDIATE HORIZ.3

A6.13 6" = 1'-0" SECTION

1/

4"

6"

1/ 2"

6"

1/

4"

SILL4

A6.13 6" = 1'-0" SECTION

1/2"

6"

2 1/4"

JAMB6

A6.13 6" = 1'-0" SECTION

2 1/4" 6"

STANDARD VERT. MULLION7

A6.13 6" = 1'-0" PLAN

6"

2 9/16"

EXPANSION VERT. MULLION8

A6.13 6" = 1'-0" SECTION

6 1/2"

MULLION OUTSIDE CORNER5

A6.13 6" = 1'-0" PLAN

BREAK METAL END

CAPS @ HEAD & SILL

SET IN SEALANT

MATCHING BEAD OF

SEALANT

FASTENERS

SEAL FASTENER

HEADS

MULLION SEAL

CORNER FILLER

CAP

CORNER FILLER

A6.13

A6.13

A6.13

A6.13

A6.13

A6.13

A6.13

WINDOW WALL DETAIL KEY9

A6.13 3" = 1'-0" ELEVATION

HEAD

7' - 0" OR

8' - 0"

B.O. HEADER

107' - 1" 2"

1/ 4"

MULLION RAIL

SILL

FIXED

30 x 40

AWNING

30 x 16

2'-11 1/2"

5' -5

/2

1' -5

/2

3'

-1

1/ 2"

TYPICAL WINDOW DETAIL4

A6.14 3" = 1'-0" SECTION

FI

XE

D S

AS

H

AW

N

IN

G

1/ 2"

TO

F

IN

IS

H

FL

O O

R V

AR

IE

S

3'3'3'3'

12'

TYPICAL WINDOW DETAIL - 12x4 Mulled Set3

A6.14 6" = 1'-0" PLAN

3'3'3'

9'

TYPICAL WINDOW DETAIL - 6x4 Mulled Set1

A6.14 6" = 1'-0" PLAN

TYPICAL WINDOW DETAIL - 9x4 Mulled Set5

A6.14 6" = 1'-0" PLAN

WINDOW TYPES2

A6.14 1" = 1'-0" ELEVATION

3' 3'

6'

5'-8"3'-0 3/8"3'-0 3/4"3'-0 3/4"3'-0 3/4"4'-6 3/8"

CL CL CLCLCL

8' -0

6"

LIGHT SOFFIT

8' -0

LIGHT SOFFIT

1/4" = 1'-0" a

A7.10

135-WOMEN

1/4" = 1'-0" b

A7.10

135-WOMEN

1/4" = 1'-0" c2

A7.10

135-WOMEN

1/4" = 1'-0" d

A7.10

135-WOMEN

3" 2'

-0

2' -0

1'

-0

2' -0

9"

8' -0

LIGHT SOFFIT

1/4" = 1'-0" c1

A7.10

135-WOMEN

6' -6

PT2

PT3

PT2

PT2

PT4

8' -0

LIGHT SOFFIT

5'-0 1/4"

CL CL CLCLCL

5'-8" 3'-0 3/8" 3'-0 3/4" 3'-0 3/4" 4'-6 3/8"3'-0 3/4"

8' -0

6"

LIGHT SOFFIT

8' -0

LIGHT SOFFIT

8' -0

LIGHT SOFFIT

5'-0 1/4"

1/4" = 1'-0" e

A7.10

136-MEN

1/4" = 1'-0" f

A7.10

136-MEN

1/4" = 1'-0" g2

A7.10

136-MEN

1/4" = 1'-0" h

A7.10

136-MEN

8' -0

LIGHT SOFFIT

1/4" = 1'-0" g1

A7.10

136-MEN

6' -6

PT2

PT3

PT2

PT2

PT4

ID NAME BASIS OF DESIGN

A

B

C

ID NAME BASIS OF DESIGN

D

SOAP DISPENSER

E

BOBRICK B-155 F

BOBRICK B-2620

BOBRICK B-35643

PAPER TOWEL

DISPENSER/TRASH

GRAB BARS

G

TOILET SEAT

COVER DISPENSER BOBRICK B-221

BOBRICK B-4288TOILET TISSUE

DISPENSER

CODE DESCRIPTION

BOBRICK B-254

MIRROR BOBRICK B-165

(SIZE INDICATED ON ELEV.)

SANITARY NAPKIN

DISPOSAL

BOBRICK B-5806.99X42

BOBRICK B-5806.99X36

BOBRICK B-5806.99X18

ACCESSORY SCHEDULE ACCESSORY SCHEDULE KEY

CODE CODE

TF-TI

TF-TI

CF-CI

MMF-CI

TF-TI

TF-TI

MMF-CI

CF-CI

MMF-CI

CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED

NOTE: SEE ELEVATIONS FOR CONCEALED BACKING LOCATIONS TYPICAL.

J

K

CF-CI CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED

CF-CI CONTRACTOR FURNISHED -

CONTRACTOR INSTALLED

CHANGING STATION

HAND DRYER

CF-CI

CF-CI

KOALA CARE

KB200-1 - GRAY

EXCEL 40575

SIDE

GRAB

BARS

PAPER TOWEL

DISPENSER / TRASH

RECEPTACLE

SOAP

DISPENSER

" M

IN

2'-0"

3' -0

3'

-4

M

AX

TOILET

TISSUE

DISPENSER

MIRROR

ACCESSORIES1

A7.10 1/2" = 1'-0"

MOUNTING HEIGHTS

VA

R

IE

S

4' -0

" M

AX

VA

R

IE

S

4' -0

" M

AX

GC DBA

CL

1'-0"

MAX.

3'-6"

MIN.

4'-6"

MIN.

2' -9

3'

-0

3' -3

3'

-7

1' -6

M

IN

3'-3"-3-5"

3'-0"6"

BACK

1'-6"

3'-0"

2' -9

-0

TOILET

SEAT

COVER

DISPENSER

" M

IN

SANITARY

NAPKIN

DISPOSAL

E F

2' -6

M

AX

4' -4

HI-LO

DRINKING

FOUNTAIN

BOTTLE

FILLER

H

1' -5

WALL HUNG

URINAL

I

HAND

DRYER

K

VA

R

IE

S

4' -0

" M

AX

CHANGING

STATION

J

2' -3

5' -3

9"

5' -0

M

AX

LATCH SIDE

NOTE:

1) PROVIDE AND INSTALL SINGLE

OCCUPANT SIGNS FOR MEN'S &

WOMEN'S AT ROOMS 118, 119 AND 137.

2) SEE DETAIL 1/A7.11 FOR ADDITIONAL

SIGNAGE INFORMATION.

4' -0

" M

IN

3' -4

" M

AX

2' -1

0" M

AX

9"6"

8"

ADA KNEE CLEARANCE

AT SINKS

(SEE NOTES BELOW)

NOTE:

ALL WALL MOUNTED FIXTURES TO BE STRUCTURALLY SUPPORTED PER MANUFACTURE

RECOMMENDATIONS AND REQUIREMENTS, MIN. 2x8 BACKER SUPPORT

ADA CLEARANCE NOTES:

606 LAVATORIES AND SINKS

606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR A FORWARD

APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.

606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES (865mm) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED METERING FAUCETS SHALL

REMAIN OPEN FOR 10 SECONDS MINIMUM.

606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR

ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

8' -0

2'

-1 0"

1/4" = 1'-0" a

A7.11

137 - FAMILY R.R.

1/4" = 1'-0" b

A7.11

137 - FAMILY R.R.

1/4" =…