A06_Final_Construction_Drawings_20161027.pdf

PDF 12 MB Posted Mar 10, 2017

Attached to: Rehabilitate Visitor Center, KEFJ 184638
Solicitation number: P17PS00176
Issued by: Department of the Interior National Park Service National Office

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P17PS00176_Amendment_Three.pdf	PDF	Apr 8, 2017
B09_Amendment_Two_P17PS00176_20170404.pdf	PDF	Apr 4, 2017
B09_Amendment_One_P17PS00176_20170317.pdf	PDF	Mar 17, 2017
A06_KEFJ_Upgrade_100__Stamped_Structural_Calcs.pdf	PDF	Mar 10, 2017
A06_Statement_of_Structural_Tests_and_Inspections_15-082_KEJF_VS_09-27-16.pdf	PDF	Mar 10, 2017
B03_General_Decision_AK1_20170217.docx	DOCX document	Mar 10, 2017
A06_Compiled_Specification__20161027.pdf	PDF	Mar 10, 2017
B08_P17PS00176_KEFJ_184638_20170310.pdf	PDF	Mar 10, 2017
B08_P17PS00176_Proposal_Submission_Package.pdf	PDF	Mar 10, 2017

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CODE ANALYSIS

The following information shall be used as reference for determining the projects general conformance to the below listed codes. No deviation is allowed unless approved by the Architect in writing. The following Codes were used:

International Building Code 2012 Edition International Mechanical Code 2009 Edition International Energy Conservation Code (IECC) 2006 Edition [Climate Zone 7 ] Uniform Plumbing Code 2009 Edition International Fire Code 2009 Edition National Electrical Code 2011 Edition Architectural Barriers Act 2004 Edition Accessible and Usable Buildings and Facilities (ICC/ANSI A117.1) 2009 Edition

All requirements will be met of the Energy Conservation Requirements per the IECC Section 502 and IECC Tables 502.2(1) and 502.3 Climate Zone 7, including local amendments

Location: 2100 Seward Highway Seward, AK 99664 Zone:

International Building Code (IBC) 2012 Edition Chapter 3 – USE AND OCCUPANCY CLASSIFICATION Section 302.1 - General This building has been designated to include the following occupancy groups:

1. Assembly: Group A-3

2. Business: Group B

Section 303.4 – Assembly Group A-3 The Lecture Hall and Exhibition Space will be considered as A-3

Section 304.1 – Business Group B All offices, miscellaneous storage, mechanical, and their respective support spaces will be designated as B occupancies

Chapter 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY There are no requirements within this Chapter that apply

Chapter 5 – GENERAL BUILDING HEIGHTS AND AREAS Section 503.1 - General (Table 503- Type VB, fully sprinklered) The type of construction for all applicable occupancies as well as their corresponding tabular areas per floor are as defined on sheet G001 in the set of drawings.

The maximum area allowed will be based on the tabular values of 503 as follows:

1. Type VB, Group A3- 1 Story with 6000 sq.ft

2. Type VB, Group B2- 2 Story with 9000 sq.ft

Section 504.2 – Automatic Sprinkler system increase This building will be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.11 and therefore the maximum building height per Table 503 is increased by 20 feet and the maximum number of stories is increased by one- the values are as follows:

1. Type VB, Group A3- 2 Story with 6000 sq.ft

2. Type VB, Group B2- 3 Story with 9000 sq.ft

These increases are permitted in addition to the building area increase in accordance with Section

506.2 and 506.3.

Section 505 Mezzanines There are no requirements within this section that apply

Section 506.1 General Maximum Allowable Areas per Occupancy is as Follows:

Group A3: {6,000 + [6,000 x .75] + [6,000 x 2]} = 22,500 allowable sq ft per floor Group B2: {9,000 + [9,000 x .75] + [9,000 x 2]} = 33,750 allowable sq ft per floor

Actual Area First Floor = 2,870 sf Actual Area Second Floor = 1,387 sf Total = 4,257 sf

Section 506.2 Frontage Increase Minimum distance to a property lines is 20'-0". This building has 100% of its perimeter on a public way or open space having a minimum width of 20 feet.

If = .75 [equation 5-2].

506.3 Automatic Sprinkler System Increase

The building is being equipped throughout with an approved automatic sprinkler system in accordance to with Section 903.3.1.1 and therefore the building area limitation in Table 503 is permitted to be increased an additional 200%.

These increases are permitted in addition to the height and story increases in accordance with Section 504.2

The Is = 200 at the building’s two story construction.

Section 507 Unlimited Area Buildings There are no requirements within this section that apply

Section 508 Mixed Use and Occupancy Section 508.1 General Each portion of the building will be individually classified in accordance to Section 302.1. This building contains more than one occupancy group (Assembly-A3 and Business- B), the building or portion thereof shall comply with the provisions of Section 508.2 and 508.3

Section 508.2 Accessory occupancies Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. The portion of this building that is classified as a Business Occupancy (B) will be considered an accessory occupancy and will comply with the provisions of Sections 508.2.1 through 508.2.5.3

Section 508.3 Non-separated occupancies Buildings or portions of buildings that comply with the provisions of this section shall be considered as non-separated occupancies.

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

Section 508.3.2 Allowable building area and height The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups (Occupancy Group A3- 2 story, 22,500 sf) under consideration for the type of construction of the building in accordance with Section 503.1

Section 508.3.3 Separation No separation is required between occupancies

Section 509 Special Provisions There are no requirements within this section that apply

Chapter 6 – TYPES OF CONSTRUCTION Section 602.1 – General Construction (Table 601 and Table 602) This building will be designated as: Type VB (Non- Rated) construction, fully sprinklered throughout Table 601 – Fire Resistance Rating Requirements for Building Elements

Structural Frame 0 HR Exterior Bearing Walls 0 HR Interior Bearing Walls 0 HR Interior Non Bearing Walls 0 HR Floor Construction 0 HR Roof Construction 0 HR

Based on the proposed site parameters with frontage clearance greater than 30 feet on all open sides the exterior walls (Table 602) require no fire resistance ratings.

X>30 = 0 HR for all Types

Chapter 7 – FIRE AND SMOKE PROTECTION FEATURES Section 704 – Fire-Resistance Rating of Structural Members

Section 708.5 EXTERIOR WALLS Where exterior walls serve as a part of a required fire resistance rated shaft or exit enclosure, or separation, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure or separation requirements shall not apply.

Section 713 SHAFT ENCLOSURES Section 713.4 Fire Resistance rating Shaft enclosures shall have a fire resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories.

Section 713.14.1 ELEVATOR LOBBY.

Exception 4 Enclosed elevator lobbies are not required where the building is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2

Chapter 9 – FIRE PROTECTION SYSTEMS

Section 906.1 Where required Portable fire extinguishers shall be installed in the following locations. Within 75' of travel distance.

Chapter 10 – MEANS OF EGRESS (And Table 1003.2.2.2 and 1003.2.3)

Section 1003.2 – Ceiling Height The means of egress shall have a ceiling height of not less than 7 feet 6 inches

Section 1003.6 – Means of egress continuity Continuity: the path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component.

Section 1003.7 – Elevators, escalators, and moving walks Elevators: Elevators shall not be used as a component of a required means of egress from any other part of the building

Section 1004.1.1 – Areas without fixed seating The number of occupants shall be computed at the rate of one occupant per unit of area as prescribed in Table 1004.1.1

Accessory storage areas, mechanical equipment rooms……………..…300 gross Business areas and workroom……………………………………….…….100 gross Assembly without fixed seats

Concentrated (chairs only- not fixed)................................................7 net Assembly

Exhibit Gallery and Museum...........................................................30 net

Occupant Loads:

First Floor Business: = 5 occ First Floor Exhibit Gallery: = 58 occ First Floor Assembly without fixed seats: = 59 occ First Floor Storage/Mechanical: = 5 occ

First Floor Total = 127 occ

Second Floor Business: = 10 occ Second Floor Storage/Mechanical = 1 occ

Second Floor Total = 11 occ

Total Building Occupancy = 138 occ

Section 1007.1 Accessible means of egress required Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress are required by Section 1015.1 or 1021.1 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress

Exception 1 Applies: Accessible means of egress are not required in alterations to existing buildings

Section 1009.2.1 Interior Exit Stairs Interior exit stairways shall lead directly to the exterior of the building or shall be extended to the exterior of the building with an exit passage way conforming to the requirements of Section 1023, except as permitted in Section 1027.1

Section 1009.3.1.2 Fire-resistive rating Exist access stairway enclosures shall have a fire-resistive rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the exit access stairway enclosures shall include any basements, but not any mezzanines. Exit access stairway enclosures shall have a fire resistive rating not less than the floor assembly penetrated, but need not exceed 2 hours.

Section 1009.4 Width The width of the stairways shall be determined as specified in Section 1005.1, but such width shall not be less than 44 inches

Exception 1 Applies: Stairways serving and occupant load of less than 50 shall have a width not less than 36 inches

Section 1021.2 Exits from stories Two exits, or exit access stairway or ramps providing access to exits, from any story or occupied roof shall be provided where one of the following conditions exists:

Condition 2 Applies: The exit access travel distance exceeds that specified in Table 1021.2 (1) or 1021.2

(2) as determined in accordance with the provisions of Section 1016.1

The building does not exceed Second Story- Occupancy B- Maximum occupants 29 and 75'-0" feet maximum exit travel distance, therefore only (1) exit is required from the second floor. Three exits are provided from the first floor.

Chapter 29 – Plumbing Systems

Section 2902.1 – Minimum number of fixtures Plumbing fixtures shall be provided for the type of occupancy and in the minimum number shown in Table 2902.1

Assembly (A3)- Water Closets: For male: 1 per 125

For female: 1 per 65 127/2 = 64 occupants for male and female

For male and female: 1 required, 1 water closets provided

Lavatories: For male and female: 1 per 200 127/2 = 64 occupants for male and female

For male and female: 1 required, 1 provided

Drinking Fountains: 1 per 500 1 required, 2 provided

Other: 1 service sink 1 required

Business (B)- Water Closets: For male and female: 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 separate facilities not required when serving an occupant load of 15 or less IBC 2902.2

1 unisex provided

ISTE H

SS NOI ARL C

IG RE

49th

EAT

O LA SA

TNo. A-7941

James E. Dougherty

SHEET

PMIS/PKG NO.

DRAWING NO.

80,040

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

RIM ARCHITECTS

645 G STREET ,SUITE 400 ANCHORAGE ,AK 99501 (907)-258-7777

PALMER 111WEST EVERGREEN AVE. PALMER,AK 99645 (907)-258-7777

CORPORATE NO. AECL1227.

MCG

TR/MCL

MCL

G002

DRAWING INDEX AND

CODE ANALYSIS

SEWARD VISITOR CENTER REHAB

KENAI FJORDS NATIONAL PARK2016.09.28

184638

The Seward Visitor Center is to be renovated as shown in the following documents to accommodate the new Exhibit Space on the first floor and rehabilitate the center for accessibility. The scope of the work on the interior will include the following:

• reorganization of the existing spaces to meet the needs of the visitors of the building and the employees of the National Park Service

• an elevator addition that also includes additional storage space that is accessed from the exterior only

• new mechanical space with access from the exterior of the building

• a remodeled theater space

• new mens and womens bathrooms, janitor closet and storage

• new floor and wall finishes throughout the floor

• new siding on the exterior of the building

• new metal roof

BID OPTIONS:

Bid Option 1: The replacement of all existing windows with new fiberglass windows

PROJECT SUMMARY and BID OPTIONS

SHEET

SUB

SHEET NO SHEET NAME

60 E102 POWER & SIGNAL DEMOLITION PLAN - FIRST

FLOOR

61 E103 LIGHTING DEMOLITION PLAN - SECOND FLOOR

62 E104 POWER & SIGNAL DEMOLITION PLAN - SECOND

FLOOR

63 E201 LIGHTING REMODEL PLAN - FIRST FLOOR AND

EXHIBIT SCHEDULE

64 E202 LIGHTING REMODEL PLAN - SECOND FLOOR

65 E301 POWER REMODEL PLAN - FIRST FLOOR

66 E302 POWER REMODEL PLAN - SECOND FLOOR

67 E401 SIGNAL REMODEL PLAN - FIRST FLOOR

68 E402 SIGNAL REMODEL PLAN - SECOND FLOOR

69 E501 ENLARGED POWER & SIGNAL REMODEL PLAN -

FIRST FLOOR

70 E601 ELECTRICAL ONE-LINE DIAGRAMS

71 E602 FIRE ALARM & SECURITY ONE-LINE DIAGRAMS

72 E701 DETAILS

73 E801 PANEL SCHEDULES

SHEET

SUB

SHEET NO SHEET NAME

47 M201 FIRST FLOOR UNDER FLOOR PLUMBING

REMODEL PLAN

48 M202 FIRST FLOOR ABOVE FLOOR PLUMBING

REMODEL PLAN

49 M203 SECOND FLOOR ABOVE FLOOR PLUMBING

REMODEL PLAN

50 M301 FIRST FLOOR HVAC REMODEL PLAN

51 M302 SECOND FLOOR HVAC REMODEL PLAN

52 M401 MECHANICAL PLANS AND SCHEMATICS

53 M501 MECHANICAL DETAILS

54 M502 MECHANICAL DETAILS

55 F101 FIRST FLOOR FIRE PROTECTION PLAN

56 F102 SECOND FLOOR FIRE PROTECTION PLAN

57 E001 LEGEND

58 E002 SCHEDULES

59 E101 LIGHTING DEMOLITION PLAN - FIRST FLOOR

SHEET

SUB

SHEET NO SHEET NAME

30 S002 STATEMENT OF SPECIAL INSPECTIONS

31 S100 FOUNDATION PLAN

32 S101 FIRST FLOOR FRAMING PLAN

33 S102 SECOND FLOOR FRAMING PLAN

34 S103 ROOF FRAMING PLAN

35 S201 BUILDING SECTIONS

36 S301 ELEVATOR DETAILS

37 S401 FOUNDATION DETAILS

38 S501 FRAMING DETAILS

39 S502 FRAMING DETAILS

40 M001 LEGEND ABBREVIATIONS AND SCHEDULES

41 M002 SCHEDULES

42 M101 CRAWL SPACE DEMOLITION PLAN

43 M102 FIRST FLOOR PLUMBING DEMOLITION PLAN

44 M103 SECOND FLOOR PLUMBING DEMOLITION PLAN

45 M104 FIRST FLOOR HVAC DEMOLITION PLAN

46 M105 SECOND FLOOR HVAC DEMOLITION PLAN

SHEET

SUB

SHEET NO SHEET NAME

14 A106 REFLECTED CEILING PLAN - SECOND FLOOR

15 A107 ROOF PLAN

16 A201 EXTERIOR ELEVATIONS

17 A202 EXTERIOR ELEVATIONS

18 A301 BUILDING SECTIONS

19 A302 WALL SECTIONS

20 A303 WALL SECTIONS

21 A304 ELEVATOR SECTIONS

22 A401 ENLARGED PLANS

23 A402 INTERIOR ELEVATIONS

24 A501 OPENING DETAILS

25 A502 DETAILS

26 A503 DETAILS

27 A601 DOOR SCHEDULE

28 A602 FINISH SCHEDULE

29 S001 GENERAL NOTES

SHEET

SUB

SHEET NO SHEET NAME

1 G001 COVER SHEET

2 G002 DRAWING INDEX AND CODE ANALYSIS

3 G003 LIFE SAFETY PLANS

4 G004 ACCESSIBILTY COMPLIANCE AND MOUNTING

HEIGHTS

5 A001 ABBREVIATIONS AND SYMBOLS LEGEND

6 A002 PARTITION TYPES

7 AD101 DEMO FLOOR PLANS - FIRST FLOOR

8 AD102 DEMO FLOOR PLANS - SECOND FLOOR

9 A101 FLOOR PLANS- FIRST FLOOR

10 A102 FLOOR PLANS- SECOND FLOOR

11 A103 FLOOR FINISH PLAN - FIRST FLOOR

12 A104 FLOOR FINISH PLAN - SECOND FLOOR

13 A105 REFLECTED CEILING PLAN - FIRST FLOOR

DRAWING INDEX

129B

SERAC

STORAGE

77S2

MECHANICAL

411A3.1

THEATER

49B

AK GEO

191B

EDUCATION

836A3.2 101A

MAIN

EXHIBIT

SPACE

37S2

JANITOR

37S2

STORAGE

49S2

STORAGE

56S2

STORAGE

1 HOUR STAIR

ENCLOSURE

A B C D

1.1

4.9

48B

WOMEN'S

RESTROOM

MEN'S

RESTROOM

HALLWAY

EGRESS PATH 1

EGRESS PATH 2

4' 8' 16'0"

F.E.

175B

CONFERENCE

44S2

LOCKERS

158B

OFFICE

203B

OFFICE

155B

OFFICE

118B

OFFICE

82S2

STORAGE

OPEN TO BELOW

UNOCCUPIED ATTIC SPACE

FIRE RATED 1 HOUR

STAIR ENCLOSURE

A B C D

1.1

4.9

39B

RESTROOM

STAIR EGRESS PATH 3

302B

CIRCULATION

STORAGE

B 1

4' 8' 16'0"

1 HOUR FIRE RATED

SHAFT ENCLOSURE

F.E.

1 HOUR FIRE WALL

DOOR WITH PANIC HARDWARE

FIRE EXTINGUISHER LOCATION

LIFE SAFETY PLAN GENERAL NOTESLIFE SAFETY PLAN LEGEND

RM NO

ROOM NAME

XXXXXX XXXX

NET SF

NUMBER OF OCCUPANTS

NUMBER OF EXITS REQUIRED

IBC OCCUPANCY CLASSIFICATION

42 OCCUPANT LOAD THRU EXIT

1. REFERENCE CODES: ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING

CODES, STANDARDS, REGULATIONS, AND OTHER SUPPLEMENTAL

AMENDMENTS RELATED TO THE JURISDICTIONS OF THE PROJECT, IN THEIR

LATEST AND MOST RECENT ADOPTED EDITIONS, AND EFFECTIVE DATES.

EGRESS PATH TRAVEL DISTANCES

EXISTING WALL CONSTRUCTION TO REMAIN- REFER TO

PARTITION TYPES SHEET A002 FOR ADDITIONAL INFORMATION

NEW CONSTRUCTION - REFER TO PARTITION TYPES SHEET

A002 FOR ADDITIONAL INFORMATION

ISTE H

SS NOI ARL C

IG RE

49th

EAT

O LA SA

TNo. A-7941

James E. Dougherty

SHEET

PMIS/PKG NO.

DRAWING NO.

80,040

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

RIM ARCHITECTS

645 G STREET ,SUITE 400 ANCHORAGE ,AK 99501 (907)-258-7777

PALMER 111WEST EVERGREEN AVE. PALMER,AK 99645 (907)-258-7777

CORPORATE NO. AECL1227.

MCG

JED/MCL

MCL

G003

LIFE SAFETY PLANS

SEWARD VISITOR CENTER REHAB

KENAI FJORDS NATIONAL PARK2016.09.28

184638

LIFE SAFETY PLAN- FIRST FLOORLIFE SAFETY PLAN- SECOND FLOOR

EGRESS PATH NAME EGRESS PATH- TOTAL DISTANCE

1 98' - 2" 2 117' - 0" 3 62' - 6"

PLAN

NORTH

PLAN

NORTH

GENERAL PROJECT NOTES:

1. CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS FOR THIS PROJECT , TITLED KENAI FJORDS VISITOR CENTER, DATED 09.20.2016. CONSIST OF THE DRAWINGS AND SPECIFICATIONS FROM

ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL. ALL INFORMATION HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE

NOTED.

2. ELECTRONIC MEDIA : THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UTILIZING ELECTRONIC DRAFTING FORMATS OF AUTODESK REVIT VERSION 2015.

THE AVAILABILITY OF ELECTRONIC BASE FLOOR PLANS , AND/OR ANY OTHER RELATED DOCUMENT FOR USE BY THE GENERAL CONTRACTOR FOR USE ON THIS SPECIFIC PROJECT IS CONDITIONALLY GRANTED

THROUGH PERMISSION OF THE CONTRACTING OFFICER.

3. VERIFY CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL PROJECT- RELATED NEW AND/OR EXISTING CONDITIONS INCLUDING DIMENSIONS PRIOR TO THE COMMENCEMENT OF WORK PROMPTLY NOTIFY THE CONTRACTING OFFICER IN WRITING OF DISCREPANCIES AND/OR UNKNOWN CONDITIONS OBSERVED.

4. DRAWING FORMAT: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED AT DRAWING SCALES THAT RELATE TO THEIR FULL SIZE FORMAT 22"x34" ANY DEVIATIONS TO THIS FORMAT SIZE WILL PRODUCE DRAWINGS OUTSIDE OF THE SCALE LIMITS INDICATED DRAWING REPRODUCTIONS AT ANY FORMAT SHOULD NOT BE SCALED FOR DIMENSIONAL ACCURACY USE GRAPHIC SCALES ACCORDINGLY.

5. PREPARATION OF DOCUMENTS: THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED FROM CONSTRUCTION DOCUMENTS DATED 06/85 PROVIDED BY THE CONTRACTING OFFICER ANY DEVIATION FROM THESE CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE DEPARTMENT FOR RESOLUTION.

6. SELECTIVE DEMOLITION:THIS PROJECT INVOLVES THE SELECTIVE DEMOLITION OF EXISTING FACILITIES THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL AS MANDATED IN THE DOCUMENTS ALL DEMOLISHED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSITION OF ALL SUCH MATERIALS MUST BE TAKEN INTO CONSIDERATION.

7. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK, IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB;

IMMEDIATELY NOTIFY DEPARTMENT, HAZARDOUS MATERIALS WILL BE REMOVED BY THE DEPARTMENT UNDER SEPARATE CONTRACT.

8. PROJECT PERMITTING:THE CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS.

9. SITE SAFETY:CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT RELATED SAFETY MEASURES ON-SITE, DURING THE PROJECTS CONSTRUCTION PERIOD NOTIFY THE GENERAL CONTRACTOR AND/OR THE

DESIGNATED "SAFETY OFFICER" AT ONCE SHOULD ANY SAFETY RELATED CONCERNS BE OBSERVED ON-SITE.

FIG. 404.2.4.1

MANEUVERING CLEARANCE AT SWINGING DOORS

(B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE

FIG. 404.2.4.2

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH

FIG. 404.2.6

TWO DOORS IN A SERIES

(A) (B)

(610)

(1370)

(A) FRONT APPROACH, PULL SIDE

DOORS AND DOORWAYS

48" MIN. 48" MIN.54" MIN.

" M

24" MIN.

(A) CIRCULAR (B) T-SHAPED

(A) FORWARD (B) PARALLEL

FIG. 304.3

SIZE OF WHEELCHAIR TURNING SPACE

FIG. 405.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

(1525) (1525)

(305) (915) (305)

(760) (1220)

(A) FORWARD APPROACH (B) PARALLEL APPROACH

FIG. 305.7

MANEUVERING CLEARANCE IN AN ALCOVE

(915) (1525)

0) (7

CLEAR FLOOR SPACE

60" MIN. 60" MIN.

" M

48" MIN.

" M

30" MIN.

" M

12" MIN. 36" MIN. 12" MIN.

" M

36" MIN. 60" MIN.

" M

X > 1

X > 2

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

(510) (510-635)

(255)

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

(610)

REACH RANGES

" M

20" MAX.

" M

20" - 25"

" M

10" MAX.

" M

24" MAX.

(405-455)

(1525)

FIG. 604.8.1.1

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS

(B) FLOOR-MOUNTED WATER CLOSET(A) WALL-HUNG WATER CLOSET

(1525)

FIG. 604.8.3

TOILET COMPARTMENT DOORS

(100)

FIG. 602.5

DRINKING FOUNTAIN SPOUT LOCATION

(A) PARALLEL APPROACH (B) FORWARD APPROACH

(380)(125)

(90)

FIG. 609.3

SPACING OF GRAB BARS

(38)

FIG. 604.2/604.3.1

WATER CLOSET LOCATION/

SIZE CLEARANCE

(1525)

PLUMBING ELEMENTS AND FACILITIES

16"-18"

60" min.

" m in.

60" min.

" m in.

60" min.

4" max.

" m in.

15" max.5" max.

3 1/2" max.

" m

in. 1 1/2"

" M

18" MIN 12" MIN 48

" M

36" MIN 60

" M

42" MIN 54

" M

54" MIN

" M

24" MIN

" M

24" MIN

(1220) 4' - 0"

" M

- 2

(SD)

SOAP

DISPENSER

(PTD) & (PTD/TR)

PAPER TOWEL

DISPENSER & PAPER

TOWEL DISPENSER

W/ TRASH

RECEPTACLE

" M

- 0

(TTD)

TOILET TISSUE

DISPENSER

- 3

7" -9"

3' - 6" 1' - 0" 0' - 6" 3' - 0"

16" - 18"

- 1

1/ 2"

" M

15" MIN

WATER CLOSET SIDE WALL

1 1/2" DIA. GRAB

BAR WITH 1 1/2"

GAP FROM WALL

WATER CLOSET BACK WALL

TOILET PAPER

MOUNTING

AREA

" S

LAVATORY OR VANITY SINK

" M

OFFSET

WASTE

ACCESSIBLE SINK

BOWL 6 1/2" DEEP

COUNTER

WHERE OCCURS

- 0

(BCS)

BABY CHANGING

STATION

3' - 4"

- 6

- 4

" TRASH RECEPTACLE

ISTE H

SS NOI ARL C

IG RE

49th

EAT

O LA SA

TNo. A-7941

James E. Dougherty

SHEET

PMIS/PKG NO.

DRAWING NO.

80,040

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

RIM ARCHITECTS

645 G STREET ,SUITE 400 ANCHORAGE ,AK 99501 (907)-258-7777

PALMER 111WEST EVERGREEN AVE. PALMER,AK 99645 (907)-258-7777

CORPORATE NO. AECL1227.

MCG

JED/MCL

MCL

G004

ACCESSIBILTY

COMPLIANCE AND

MOUNTING HEIGHTS

SEWARD VISITOR CENTER REHAB

KENAI FJORDS NATIONAL PARK2016.09.28

184638

ACCESSIBILTY COMPLIANCE

PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS

ABBREVIATIONS LEGEND

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

A/C AIR CONDITIONING

AC ASPHALTIC CONCRETE

ACP ACOUSTICAL CEILING PANEL

AD AREA DRAIN

ADDL ADDITIONAL

ADF ACCESSIBLE DRINKING FOUNTAIN

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AFS ABOVE FINISH SLAB

AGGR AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BBQ BARBEQUE

BCS BABY CHANGING STATION

BD BOARD

BFF BELOW FINISH FLOOR

BKBD BACK BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF DECK

BOT F BOTTOM FACE

BOT BOTTOM

BR BEDROOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CG CORNER GUARD

CMPST COMPOSITE

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPPER

CORR CORRIDOR

CPT CARPET

CSK COUNTERSINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

CULT CULTURED

CW COLD WATER PIPING

D DEEP/DEPTH

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

ES EACH SIDE

EQ EQUAL

EQUIP EQUIPMENT

EOS EDGE OF SLAB

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

(E) EXISTING

F FAHRENHEIT

FA FIRE ALARM

FAB FABRICATE

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE, FIXTURES AND EQUIPMENT

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FLR SK FLOOR SINK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIRE PROOF

FR FRAME

FRP FIBERGLASS REINFORCED

PLASTIC

FRT FIRE RETARDANT

FRZ FREEZER

FT FEET

FTD FACIAL TISSUE DISPENSER

FTG FOOTING

FURG FURRING

FUT FUTURE

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GFGI GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GFRG GLASSFIBER REINFORCED GYPSUM

GFRC GLASSFIBER REINFORCED CONCRETE

GL GLASS/GLAZING

GLU LAM GLUE LAMINATED WOOD

GPM GALLONS PER MINUTE

GRAN GRANITE

GSB GYPSUM SHEATHING BOARD

GTV GATE VALVE

GWT GLAZED WALL TILE

GYP GYPSUM

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HW HOT WATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

INCL INCLUDED

IMP INSULATED METAL PANEL

IN INCH

INFO INFORMATION

INSUL INSULATION/INSULATED

INT INTERIOR

INV INVERT

IHM INSULATED HOLLOW METAL

J-BOX JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK-OUT

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LBF/SF POUNDS PER SQUARE FOOT

LDG LANDING

LF LINEAR FOOT

LH LEFT HAND

LKR LOCKER

LLV LONG LEG VERTICAL

LOC LOCATION

LT LIGHT

LR LIVING ROOM

LVR LOUVER

M METER

M2 SQUARE METERS

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MASTER BEDROOM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MM MILLIMETER

MO MASONRY OPENING

MOD MODULE

MP METAL PANEL

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MTG MOUNTING

MULL MULLION

MUN MUNTIN

MW MICROWAVE

N NORTH

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/

OWNER INSTALLED

OFD OVERFLOW DRAIN

OH OVER HANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OVHD OVER HEAD

PA PUBLIC ACCESS

PC PIECE

PCC PRECAST CONCRETE

PEND PENDANT

PERIM PERIMETER

PH PENTHOUSE

PLAS PLASTER

PLBG PLUMBING

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROP PROPERTY

PREFAB PREFABRICATE

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

R RISER

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RCB RESILIENT COVE BASE

RB HK ROBE HOOK

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE

RECS RECOMMENDATIONS

REQD REQUIRED

RESIL RESILIENT

REST REST ROOM

REV REVISION

RTF RUBBER TILE FLOOR

RFG ROOFING

RLG RAILING

RH RIGHT HAND

RND ROUND

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKET

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCD SEAT COVER DISPENSER

SCP SCUPPER

SCR SHOWER CURTAIN ROD

SCRN SCREEN

SD SMOKE DETECTOR

SECT SECTION

SED SEE ELECTRICAL DRAWINGS

SF SQUARE FEET

SHT SHEET

SHR SHOWER

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SL SLOPE

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTACLE

SPC SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SSD SEE STRUCTURAL DRAWINGS

SST STAINLESS STEEL

SMD SEE MECHANICAL DRAWINGS

SMLS SEAMLESS

SS SOLID SURFACE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SURR SURROUND

SUSP SUSPENDED

SVCE SERVICE

SW SWITCH

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

TB TOWEL BAR

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

T&G TONGUE AND GROOVE

THRES THRESHOLD

THRU THROUGH

THK THICKNESS

TK BD TACK BOARD

TMPD TEMPERED

TOC TOP OF CURB

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TS TUBE STEEL

TSH TOWEL SHELF

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

TLT TOILET

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UNGD UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIES

VB VALVE BOX

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VP VENEER PLASTER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE

W/ WITH

WC WALL COVERING

WCLR WATER COOLER

WD WOOD

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

W/O WITHOUT

WP WATERPROOF / WATERPROOFING

WR WATER REPELLENT

WSCT WAINSCOT

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC

MATERIALS LEGEND

CONCRETE CMU

SAND, MORTAR, PLASTER,

TILE BACKER BOARD

CLASSIFIED COMPACTED FILL

EARTH, UNCLASSIFIED FILL BATT INSULATION

FINISHED WOOD RIGID INSULATION

METAL

PLYWOOD/MDF

GLASS GYPSUM WALL BOARD

CERAMIC TILE, VCT OR

RESILIENT FLOORING

ACOUSTICAL TILE/PANEL

CARPET

SYMBOLS LEGEND

ROOM DESIGNATION WALL TYPE

DOOR DESIGNATION GRIDLINE

EQUIPMENT DESIGNATION

EXTERIOR ELEVATION DESIGNATION

OPENING DESIGNATION

DETAIL DESIGNATION

REVISION DESIGNATION

BUILDING SECTION DESIGNATION

PLAN KEYNOTE

INTERIOR ELEVATION DESIGNATION

BREAK LINE

MATCHLINE

PLAN NORTH/NORTH

DATUM DESIGNATION

TITLE DESIGNATION

NORTH

1 VIEW NAME 1

A101

AFFX'XX" CEILING HEIGHT DESIGNATION

XXXX

RM NO

ROOM NAME

XXXX

FURNITURE DESIGNATION

XXx

WALL SECTION DESIGNATION

DET_NO

SHT_NO

SIM

DET_NO

SHT_NO

SIM

DET_NO

SHT_NO

SIM

Name Elevation

0' 2' 12' 18'4' 8'

GRAPHIC SCALE

XXXX

ISTE H

SS NOI ARL C

IG RE

49th

EAT

O LA SA

TNo. A-7941

James E. Dougherty

SHEET

PMIS/PKG NO.

DRAWING NO.

80,040

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

RIM ARCHITECTS

645 G STREET ,SUITE 400 ANCHORAGE ,AK 99501 (907)-258-7777

PALMER 111WEST EVERGREEN AVE. PALMER,AK 99645 (907)-258-7777

CORPORATE NO. AECL1227.

MCG

TR/MCL

MCL

A001

ABBREVIATIONS AND

SYMBOLS LEGEND

SEWARD VISITOR CENTER REHAB

KENAI FJORDS NATIONAL PARK2016.09.28

184638

(N) ENGINEERED WOOD SIDING

(N) WEATHER BARRIER W/ DRAINAGE

MAT

(E) 1/2" PLYWOOD SHEATHING

(E) 2X6 WOOD STUDS W/

BATT INSULATION

(E) 1/2" PLYWOOD SHEATHING

(E) VAPOR RETARDER

(E) 5/8" GWB

ENGINEERED WOOD SIDING

1/2" PLYWOOD SHEATHING

2X6 WOOD STUDS W/

BATT INSULATION

1/2" PLYWOOD SHEATHING

VAPOR RETARDER

5/8" GWB

WEATHER BARRIER W/ DRAINAGE MAT

WALL ASSEMBLY: TYPE 1 WALL ASSEMBLY: TYPE 2

1. PARTITION TYPES ARE NOTED ON THE ENLARGED FLOOR PLANS. REFER TO

THE A001 SERIES FOR LOCATION AND EXTENT OR LIMITS OF RATED PARTIONS.

2. REFER TO EXTERIOR WALL SECTIONS AND DETAILS FOR ADDITIONAL

WALL/PARTITION FRAMING NOT SPECIFICALLY IDENTIFIED ON FLOOR PLANS.

3. ALL FIRE RATED ASSEMBLIES ARE BASED ON IBC, UL OR GYPSUM

ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. FIRE RATED PARTITIONS ARE

TO BE CONSTRUCTED IN ACCORDANCE TO THE REQUIREMENTS OF THE

TESTING AGENCY(IES) LISTED. REFER TO SPECIFIC TEST REPORTS FOR

REQUIRED COMPONENTS AND ASSEMBLY.

4. ALL ACOUSTIC ASSEMBLIES ARE BASED ON ASTM E 90 TEST PROCEDURES.

ACOUSTIC RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE

WITH THE REQUIREMENTS OF THE APPROVED TESTING AGENCY(IES). REFER TO

SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY.

5. ALL OTHER (NON-STRUCTURAL) PARTITIONS ARE TO BE CONSTRUCTED IN

ACCORDANCE WITH THE SPECIFICATIONS, MATERIALS MANUFACTERER, AND

INDUSTRY STANDARDS.

6. INTERIOR STUDS ARE NON-LOAD BEARING OR SHEAR WALL UNO.

7. ALL GYPSUM BOARD IS TO BE 5/8" THICK, TYPE 'X'- UNO

PARTITION TYPE GENERAL NOTES

ONE HOUR FIRE AND/ OR SMOKE WALL - PRIORITY 3

NON-RATED WALL - PRIORITY 5 (LOWEST)

NOTE: ALL PARTITION TYPES INDICATED, MAY NOT BE USED. REFER TO

PLANS FOR ADDITIONAL INFORMATION.

WALL PRIORITY LEGEND

5/8" GWB

2X4 WOOD STUD

5/8" GWB

2X6 WOOD STUD

5/8" GWB

2X8 WOOD STUD

5/8" GWB

2X4 WOOD STUD W/

SOUND BATT INSULATION

B C DWALL TYPE " A" WALL TYPE " B1/B2" WALL TYPE " C" WALL TYPE " D1"/"D2"1 HOUR

U.L. #U314

1/2" RESILIENT CHANNEL

U.L. #U327

STC - 50 E WALL TYPE " E"

5/8" GWB

(E) 2X4 WOOD

STUD

(E) 5/8" GWB

2" METAL "Z" -

FURRING CHANNEL

D2:

2X6 WOOD STUD W/

SOUND BATT INSULATION

OMIT RESILIENT CHANNEL

B2:

ADD (1) LAYER 1/2"

PLYWOOD SHEATHING

U.L. #U314

ISTE H

SS NOI ARL C

IG RE

49th

EAT

O LA SA

TNo. A-7941

James E. Dougherty

SHEET

PMIS/PKG NO.

DRAWING NO.

80,040

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

RIM ARCHITECTS

645 G STREET ,SUITE 400 ANCHORAGE ,AK 99501 (907)-258-7777

PALMER 111WEST EVERGREEN AVE. PALMER,AK 99645 (907)-258-7777

CORPORATE NO. AECL1227.

MCG

TR/MCL

MCL

A002

PARTITION TYPES

SEWARD VISITOR CENTER REHAB

KENAI FJORDS NATIONAL PARK2016.09.28

184638

EXTERIOR WALL ASSEMBLIES

PARTITION TYPES

A B C D

1.1

4.9

PLAN

NORTH

0" 2' 4' 8'

A A A

(ABOVE)

E01

E07

E11

E13

E14

E15

E17

EXISTING TO REMAIN

DEMOLITION LEGEND

ITEMS TO BE DEMOLISHED- REFER TO SHEET NOTES FOR ADDITIONAL

INFORMATION

EXISTING DOOR NUMBER FOR RELOCATION IDENTIFICATION- REFER TO

DOOR SCHEDULE ON SHEET A602 FOR WHERE TO REINSTALL

EXX

ROOFING AND UNDERLAYMENTS TO BE DEMOLISHED- EXISITNG

SHEATHING TO REMAIN

DEMO PLAN GENERAL NOTES

1. REFER TO SHEET G001 FOR GENERAL PROJECT NOTES

2. REFER TO SHEET G002 AND G003 FOR CODE ANALYSIS AND ADDITIONAL LIFE SAFETY

GENERAL NOTES

3. DIMENSIONING GUIDE: ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE OF

CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION, UNLESS

OTHERWISE NOTED. CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE

APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HEREIN ARE

IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS

PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

4. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN CORRESPOND TO

REFERENCE ELEVATION 0’-0” AS THE EXISTING FIRST FLOOR LEVEL. DEVIATIONS AND

VARIANCES IN THIS ELEVATION MAY EXIST, AS INDICATED. UPPER FLOOR ELEVATIONS TO

BE NOTED ACCORDINGLY. NOTE: THIS ASSISTS AND ESTABLISHES NOTED VERTICAL

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

5. DOOR OPENINGS: ALL DOOR OPENINGS (INCLUDING DOOR, FRAME AND HARDWARE)

THAT ARE BEING SHOWN AS DEMOLISHED ARE TO REUSED AND REINSTALLED AS

SHOWN ON THE FLOOR PLAN- REFER TO SHEETS A101, A102, AND OPENING SCHEDULE

ON SHEET A601

6. ROOM FINISHES: ALL FLOOR FINISHES ARE TO BE DEMOLISHED, EXISTING FIRST FLOOR

WALL BASE IS TO BE SALVAGED, PAINTED AND REINSTALLED. CONTRACTOR HAS THE

OPTION TO LEAVE IN PLACE OR REMOVE AND REINSTALL- REFER TO SHEETS A103 AND

A104 FOR NEW FINISHES.

7. REFLECTED CEILING PLAN: REFER TO SHEET A105 AND A106 FOR THE CORRESPONDING

RCP FOR THIS AREA.

8. ALL EXTERIOR SIDING AND EXISTING WEATHER BARRIER TO BE REMOVED- EXISTING

SHEATHING TO REMAIN.

9. ALL ROOFING AND UNDERLAYMENTS TO BE REMOVED TO THE SHEATHING- EXISTING

SUBSTRATE SHEATHING TO REMAIN.

10. THE GOVERNMENT WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL STORED ITEMS IN

CRAWL SPACE, ATTIC, AND ELSEWHERE, AS WELL AS ALL SHELVING AND FURNITURE ON

THE PREMISES.

11. ALL EXISTING COLUMNS IN DEMOLISHED WALLS TO REMAIN UNLESS NOTED OTHERWISE.

12. DEMOLISH ALL EXISTING CEILINGS ON FIRST FLOOR EXCEPT IN ROOM 112 SERAC

STORAGE AND 101A MAIN EXHIBIT SPACE.

ISTE H

SS NOI ARL C

IG RE

49th

EAT

O LA SA

TNo. A-7941

James E. Dougherty

SHEET

PMIS/PKG NO.

DRAWING NO.

80,040

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

RIM ARCHITECTS

645 G STREET ,SUITE 400 ANCHORAGE ,AK 99501 (907)-258-7777

PALMER 111WEST EVERGREEN AVE. PALMER,AK 99645 (907)-258-7777

CORPORATE NO. AECL1227.

MCG

TR/MCL

MCL

AD101

DEMO FLOOR PLANS -

FIRST FLOOR

SEWARD VISITOR CENTER REHAB

KENAI FJORDS NATIONAL PARK2016.09.28

184638

1/4" = 1'-0"AD101

1 FLOOR PLAN- DEMO FIRST FLOOR

XSHOWN IN PLAN ASDEMOLITION SHEET NOTES

A EXISTING OPENING TO REMAIN- BID OPTION 1 TO REPLACE THESE OPENINGS WITH NEW

B EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED AND REINSTALLED

C DOOR, DOOR FRAME AND HARDWARE TO BE DEMOLISHED

D DEMOLISH PORTION OF WALL TO CREATE NEW OPENING- REFER TO FLOOR PLANS FOR

ADDITIONAL INFORMATION

E DEMOLISH FLOOR AND STRUCTURE BELOW- REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

F REMOVE 4x12 DECK BOARDS TO INSTALL NEW SIDING. REINSTALL WHEN DECK BOARD SIDIING

WORK IS COMPLETED.

G EXISITNG SIDELIGHT TO BE REMOVED , SALVAGE FOR REINSTALLATION

H DEMOLISH STAIRS, FRAMING, HANDRAILS AND ACCESSORIES

J DEMOLISH DECK

K REMOVE WALL INFILL

L DEMOLISH EXISTING WINDOW, SILL AND TRIM- INFILL WITH WALL TYPE "2"

M DEMOLISH RAISED FLOOR AND STAIRS

N DEMOLISH CARPET OR WOOD PANELING - PREPARE SURFACE TO RECIEVE NEW FINISH. REFER

TO SHEETS A103&A104 FOR ADDITIONAL INFORMATION

O DEMOLISH COLUMN - REFER TO STRUCTURAL DRAWINGS

P DEMOLISH BENCH

R EXISITING CASEWORK- TO BE REMOVED BY THE NATIONAL PARK SERVICE

S REMOVE WATER COOLER AND BOTTLE FILLER STATION, SALVAGE FOR REINSTALLATION IN NEW

PLAN- REFER TO DETAIL 1/A401 FOR LOCATION

T EXISTING FLOOR ACCESS HATCH TO REMAIN REFER TO SHEET A101 FOR LOCATION

U DEMOLISH EXISTING HANDRAILS

V DEMOLISH GYPSUM BOARD WALLS OR TOP OF STRINGER TO UNDERSIDE OF STRUCTURE.

DEMOLISH EXISITNG CEILING. PLYWOOD SHEATHING IS TO REMAIN

W DEMOLISH OF GYPSUM BOARD TO STUDS

X DEMOLISH EXISTING WINDOW, SILL AND TRIM- INFILL WITH WALL TYPE "B"

OPEN TO BELOW

1.1

4.9

PLAN

NORTH

0" 2' 4' 8'

A A A

A A

UVV