070914_Drawings.pdf

REF, USFS CONTRACT NO. AG-05K3-C-13-0006

PROJECT ENGINEER/ ARCHITECT RICE FERGUS MILLER

CONSTRUCTION MANAGER US FOREST SERVICE

FINAL DESIGN (DATE)

CONSTRUCTION PERIOD (FROM) (TO)

RECORD DOCUMENTS (DATE)

APPROVED

DIRECTOR OF ENGINEERING DATE

DIRECTOR OF RECREATION DATE

RECOMMENDED

FOREST SUPERVISOR

RECOMMENDED

FOREST ENGINEER

RECOMMENDED

DISTRICT RANGER

RECOMMENDED

DATE

DATE

DATE

KUH

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DR

SAN

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R D R.

SITKA SOUND

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CITY OF SITKA

THIS PROJECT

SITE ADDRESS: 2104-2114 HALIBUT POINT ROAD - SITKA, AK 99835

THE PROJECT INCLUDES CONVERSION OF AN EXISTING TWO STORY TYPE VB 10,892 SF WAREHOUSE BUILDING INTO OFFICES FOR THE USFS. NEW ADDITIONS TO THE BUILDING INCLUDE A 1,060 SF FRONT ENTRY / OFFICE ADDITION, A 275 SF BIOMASS HEAT PLANT ADDITION, A 160 SF SOUTH EGRESS STAIR

ADDITION, AND AN 85 SF EAST ELECTRICAL PANEL ENCLOSURE ADDITION.

AN ADJACENT EXISTING 3,147 SF SHOP BUILDING WILL RECEIVE MINOR IMPROVEMENTS AS PART OF THIS PROJECT INCLUDING A NEW HEATING SYSTEM, WINDOWS, INSULATION, PAINT, PLUMBING

FIXTURES, STORAGE CAGES AND REFINISHED WOOD FLOOR.

SITE DEVELOPMENT WILL BE CONSTRUCTED UNDER THE SAME CONTRACT AND CONCURRENT WITH THIS PROJECT. THE SITEWORK DEMOLITION AND NEW DEVELOPMENT DOCUMENTATION IS LOCATED IN A

SEPARATE DRAWING SET PRODUCED BY THE USFS.

YAKUTAT

HAINES

SKAGWAY

JUNEAU

PETERSBURG

WRANGELL STEWART

KETCHIKAN

SITKA

PROJECT

LOCATION

NOT TO SCALE

A

LA

S

KA

C A N

AD

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ARCHITECT:

RICE FERGUS MILLER, INC.

275 FIFTH STREET, SUITE 100

BREMERTON, WA 98337

PH: 360-377-8773

CONTACT:

JIM BAURICHTER, PROJECT MANAGER

jbaurichter@rfmarch.com

STRUCTURAL ENGINEER:

REID MIDDLETON

728 134TH STREET SW, SUITE 200

EVERETT, WA 98204

PH: 425-741-3800

CONTACT:

CORBIN HAMMER

chammer@reidmiddleton.com

MECHANICAL ENGINEER:

ECOTOPE, INC

4056 9TH AVENUE NE

SEATTLE, WA 98105

PH: 206-322-3753

CONTACT:

SHAWN ORAM, P.E.

shawn@ecotope.com

ELECTRICAL ENGINEER:

TRAVIS FITZMAURICE & ASSOCIATES, INC.

1200 WESTLAKE AVENUE N, SUITE 509

SEATTLE, WA 98109

PH: 206-285-7228

CONTACT:

KEVIN WARTELL

kevin@travisfitzmaurice.com

A

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T U R E

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R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

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DAVID A. FERGUS

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2012232

CONSTRUCTION DOCUMENTS

A0.00

COVER SHEET

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

DRAWING INDEX

SHEET # SHEET NAME

P2.3 SHOP BUILDING - PLUMBING PLAN

P3.0 PLUMBING RISER DIAGRAM

P3.1 PLUMBING DETAILS

ELECTRICAL

E1.0 ELECTRICAL LEGEND

E1.1 SITE PLAN - ELECTRICAL

E1.2 OFFICE ELECTRICAL DEMOLITION PLANS

E2.1 OFFICE - FIRST FLOOR PLAN - LIGHTING

E2.2 OFFICE - SECOND FLOOR PLAN - LIGHTING

E3.1 OFFICE - FIRST FLOOR PLAN - POWER

E3.2 OFFICE - SECOND FLOOR PLAN - POWER

E3.3 SHOP - FLOOR PLANS ELECTRICAL

E4.1 OFFICE FIRST FLOOR PLAN - COMM

E4.2 OFFICE - SECOND FLOOR PLAN - COMM

E5.1 OFFICE - FIRST FLOOR PLAN - SPECIAL SYSTEMS

E5.2 OFFICE - SECOND FLOOR PLAN - SPECIAL SYSTEMS

E6.1 ENLARGED PLANS

E6.2 TELECOM ROOM ELEVATIONS

E7.1 ONE LINE DIAGRAM

E7.2 PANEL SCHEDULES

E7.3 RISER DIAGRAMS

E7.4 RISER DIAGRAMS

E7.5 LIGHTING FIXTURE SCHEDULE

E7.6 LIGHTING DETAILS

E8.1 ELECTRICAL DETAILS

E8.2 ELECTRICAL DETAILS

E8.3 ELECTRICAL DETAILS

E8.4 ELECTRICAL DETAILS

E8.5 ELECTRICAL DETAILS

E8.6 ELECTRICAL DETAILS

E8.7 ELECTRICAL DETAILS

E8.8 ELECTRICAL DETAILS

E8.9 ANTENNA / LIGHTING GROUNDING DIAGRAM

E8.10 POWER MONITORING DETAIL

E8.11 POWER METERING DETAIL

DRAWING INDEX

SHEET # SHEET NAME

STRUCTURAL

S0.1 ABBREVIATIONS AND SYMBOLS

S0.2 GENERAL STRUCTURAL NOTES

S0.3 GENERAL STRUCTURAL NOTES

S0.4 GENERAL STRUCTURAL NOTES

S1.1 OFFICE - FIRST FLOOR PLAN

S1.2 OFFICE - SECOND FLOOR PLAN

S1.3 OFFICE - ROOF PLAN

S4.1 SECTIONS AND DETAILS

S4.2 SECTIONS AND DETAILS

S5.1 TYPICAL CONCRETE DETAILS

S5.2 TYPCAL STEEL DETAILS

S5.3 TYPICAL WOOD DETAILS

S5.4 TYPICAL WOOD DETAILS

S5.5 TYPICAL WOOD DETAILS

MECHANICAL

M0.1 MECHANICAL NARRATIVE AND SHEET LIST

M0.2 MECHANICAL SCHEDULE 1

M0.3 MECHANICAL SCHEDULE 2

M0.4 MECHANICAL SCHEDULE 3

M1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN

M1.2 SECOND FLOOR MECHANICAL DEMOLITION PLAN

M2.1 OFFICE - FIRST FLOOR MECHANICAL PLAN

M2.2 OFFICE - SECOND FLOOR MECHANICAL PLAN

M2.3 OFFICE - FIRST FLOOR RADIANT FLOOR PLAN

M2.4 OFFICE - SECOND FLOOR RADIANT PLAN

M2.5 HYDRONIC PIPING

M2.6 SHOP BUILDING - MECHANICAL PLAN

M3.0 HYDRONIC SCHEMATIC

M3.1 MECHANICAL DETAILS 1

M3.2 MECHANICAL DETAILS 2

M3.3 MECHANICAL DETAILS 3

M4.0 MEASUREMENT AND VERIFICATION

PLUMBING

P0.1 PLUMBING NARRATIVE AND SCHEDULE

P1.1 FIRST FLOOR PLUMBING DEMOLITION PLAN

P2.0 OFFICE - FOUNDATION PLUMBING PLAN

P2.1 OFFICE - FIRST FLOOR PLUMBING PLAN

P2.2 OFFICE - SECOND FLOOR PLUMBING PLAN

DRAWING INDEX

SHEET # SHEET NAME

GENERAL

A0.00 COVER SHEET

ARCHITECTURAL

A00.1 ASSEMBLY SCHEDULE

A00.2 ASSEMBLY SCHEDULE

A00.3 CODE SUMMARY

A00.4 ABBREVIATIONS AND SYMBOLS

A00.5 OFFICE - EXITING PLANS

A10.1 ARCHITECTURAL SITE PLAN

A21.1 OFFICE - FIRST FLOOR EXISTING AND DEMOLITION PLANS

A21.2 OFFICE - SECOND FLOOR EXISTING AND DEMOLITION PLAN

A21.3 OFFICE - SLAB PLAN

A21.4 OFFICE - FIRST FLOOR PLAN

A21.5 OFFICE - SECOND FLOOR PLAN

A21.6 OFFICE - ROOF PLAN

A21.7 SHOP - PLANS

A22.1 OFFICE - FIRST FLOOR REFLECTED CEILING PLAN

A22.2 OFFICE - SECOND FLOOR REFLECTED CEILING PLAN

A23.1 ENLARGED PLANS

A31.1 OFFICE - BUILDING ELEVATIONS

A33.1 OFFICE - BUILDING SECTIONS

A34.1 OFFICE - WALL SECTIONS

A34.2 WALL SECTIONS

A34.3 WALL SECTIONS

A35.1 EXTERIOR DETAILS

A35.2 EXTERIOR DETAILS

A35.3 EXTERIOR DETAILS

A40.1 VERTICAL CIRCULATION

A40.2 VERTICAL CIRCULATION DETAILS

A50.1 WINDOW SCHEDULE

A50.2 STOREFRONT ELEVATIONS AND DETAILS

A60.1 DOOR SCHEDULE & DOOR DETAILS

A70.1 OFFICE - INTERIOR ELEVATIONS

A70.2 OFFICE - INTERIOR ELEVATIONS

A71.1 INTERIOR DETAILS

A71.2 INTERIOR DETAILS

A71.3 INTERIOR DETAILS

A72.1 OFFICE - INTERIOR FINISH PLANS & EQUIPMENT PLANS

A72.2 FINISH SCHEDULE AND LEGEND

SITKA, ALASKA - CONSTRUCTION DOCUMENTS

VICINITY MAP PROJECT DESCRIPTIONKEY MAP

CO-LOCATED SITKA OFFICE RENOVATION

PROJECT TEAM

REVISION SCHEDULE

DATE: REVISION: BY:

TYP GWB

FRAMED

SOFFIT

S1

-NEW (1) LAYER 5/8" GWB

-NEW 2X4 WOOD STUDS @ 16" OC

MARK DIAGRAM CONSTRUCTION

FIRE SOUND

RATING SOURCE RATING SOURCE

SLOPED ROOF

WITH WOOD

TRUSSES

R1

-EXISTING COMPOSITION SHINGLE ROOF SYSYEM

-EXISTING UNDERLAYMENT

-EXISTING DECK SHEATHING

-EXISTING PREMANUFACTURED ROOF TRUSSES

-NEW 5.5" MINERAL WOOL SEMI-RIGID BATT (R-

22) INSULATION OVER

-EXISTING FIBERGLASS BATT (R-30) INSULATION

-EXISTING 6 MIL POLY CLASS I VAPOR RETARDER

-EXISTING 5/8" TYPE X GWB PATCH AS

NECESSARY

-FINISH AS SCHEDULED

-NEW SUSPENDED CEILING OR FRAMED SOFFIT

(S1) WHERE OCCURS SEE RCP

MARK DIAGRAM CONSTRUCTION

FIRE SOUND

RATING SOURCE RATING SOURCE

ROOF ASSEMBLIESSOFFIT ASSEMBLIES

SLAB ON

GRADE

(NEW)

F1

-NEW FLOOR FINISH AS SCHEDULED

-NEW 4" CONCRETE SLAB SEE STRUCTURAL (WITH

EMBEDDED RADIANT FLOOR PIPING)

-NEW (2) LAYERS OF 2" FOAM PLASTIC BOARD

INSULATION

-NEW SHEET VAPOR RETARDER (CLASS A)

-NEW CAPILLARY BREAK SEE STRUCTURAL

DRAWINGS

MARK DIAGRAM CONSTRUCTION

FIRE SOUND

RATING SOURCE RATING SOURCE

FLOOR & FLOOR/CEILING ASSEMBLIES

NA

FLOOR / CEILING ASSEMBLY ABOVE

NA

SLAB ON GRADE

(EXISTING SLAB)

F2

-NEW FLOOR FINISH AS SCHEDULED

-NEW 1 1/2" GYPSUM CEMENT TOPPING SLAB (WITH

EMBEDDED RADIANT FLOOR PIPING)

-NEW (2) LAYERS OF 1" FOAM PLASTIC BOARD

INSULATION

-EXISTING 4" CONCRETE SLAB

-EXISTING VAPOR RETARDER

NA

R3

-NEW FLOOR FINISH AS SCHEDULED

-NEW 1 1/2" GYPSUM CEMENT TOPPING (WITH

EMBEDDED RADIANT FLOOR PIPING)

-1" FOAM PLASTIC BOARD INSULATION

-EXISTING 1 1/8" PLYWOOD SHEATHING

-EXISTING OPEN WEB BAR JOISTS

-NEW SUSPENDED CEILING WHERE OCCURS SEE

RCP

F3

SEE REFLECTED CEILING

PLANS FOR SUSPENDED

ACT CEILING

OR FRAMED SOFFIT

(S1) LOCATIONS

FLOOR

/CEILING

WOOD FRAMED

I JOIST ROOF

SEE STRUCT

-NEW COMPOSITION SHINGLE ROOF SYSTEM

-NEW SHEATHING SEE STRUCT.

-NEW WOOD I JOIST SEE STRUCT.

-3.5" AIR SPACE

-NEW 12" (TOTAL DEPTH) MINERAL WOOL -SEMI-

RIGID BATT INSULATION (R-52)

-NEW CLASS I VAPOR RETARDER

-NEW 5/8" TYPE X GWB AT EXPOSED LOCATIONS

ONLY SEE RCP

-NEW SUSPENDED CEILING WHERE OCCURS

SEE RCP

5.5" (R-22)

3.5" (R-15)

3.5" (R-15)

PREMANUFACTURED

TRUSS

NEW INSULATION

EXISTING INSULATION

TO REMAIN

R4 WOOD FRAMED

ROOF @

NORTH EAVE

SEE STRUCT -NEW COMPOSITION SHINGLE ROOF SYSTEM

-NEW SHEATHING SEE STRUCT.

-NEW JOIST SEE STRUCT. (STAINED WHERE

EXPOSED)

-NEW 2X FLAT FRAMING BETWEEN JOISTS SEE

STRUCT. MIN. 2' OC

-NEW 1X6 T&G DECKING (STAINED)

2X FLAT FRAMED

BEYOND

FRAMING VARIES SEE

STRUCT

ELEVATOR SHAFT

CEILING

1 HR NAR2

-EXISTING COMPOSITION SHINGLE ROOF

SYSYEM

-EXISTING UNDERLAYMENT

-EXISTING DECK SHEATHING

-EXISTING PREMANUFACTURED ROOF TRUSSES

(WITH EXISTING MODIFICATIONS OVER

ELEVATOR)

-NEW 5.5" MINERAL WOOL SEMI-RIGID BATT (R-

22) INSULATION OVER

-EXISTING FIBERGLASS BATT (R-30) INSULATION

-NEW CLASS I VAPOR RETARDER

-NEW (2) LAYERS OF 5/8" TYPE X GWB

PREMANUFACTURED

TRUSS

EXISTING TRUSS

MODIFICATIONS

AT ELEV. SHAFT

ELEVATOR SHAFT

GA FILE

NO. RC

NA NA

NA NA

NA NA

NA NA

NA NA

A

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A

R TMEN OFT GRICU L

T U R E

A

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A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

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2012232

CONSTRUCTION DOCUMENTS

A00.1

ASSEMBLY SCHEDULE

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

NTS

HORIZONTAL ASSEMBLY SCHEDULE

D1

MARK DIAGRAM CONSTRUCTION

TYP. SOUND /

SHEAR WALL

E4

E1

MARK DIAGRAM CONSTRUCTION

FIRE SOUND

RATING RATING

SOURCE

TYP.

SOUND

WALL

E3

EXTERIOR WALL ASSEMBLIES (WOOD FRAMED)

INTERIOR WALL ASSEMBLIES (WOOD STUD)

TYP. WALL

-1 LAYER 5/8" TYPE 'X' GWB

-2X WOOD STUDS* @ 16" O.C.

-1 LAYER 5/8" TYPE 'X' GWB

FRC LAP

SIDING

-5/16" FIBER CEMENT LAP SIDING

-1" AIR SPACE

-VERTICAL THERMAL SPACER @ 16" OC HORIZ. AND

26" OC VERTICAL

-2" MINERAL WOOL INSULATION PANEL (R-8.4)

-WRB

-STRUCTURAL PANEL (EXISTING OR NEW SEE STRUCT)

-WD FRAMING (EXISTING OR NEW SEE PLAN)

-MINERAL WOOL SEMI RIGID BATT INSULATION (R-22)

-STRUCTURAL PANEL (NEW) WHERE OCCURS SEE

STRUCT)

-VAPOR RETARDER (TYPE I)

-5/8" TYPE 'X' GWB

-FINISH AS SCHEDULED

-1 LAYER 5/8" TYPE 'X' GWB

-1/2" RESILIENT CHANNEL

-2X4 WOOD STUDS* @ 16" O.C.

-ACOUSTIC BATT INSULATION

-1 LAYER 5/8" TYPE 'X' GWB

-ACOUSTIC SEALANT @ PERIMETER & PENETRATIONS

*UNLESS NOTED IN PLAN AS 2X6

-1 LAYER 5/8" TYPE 'X' GWB

-STRUCTURAL PANEL SEE STRUCTURAL

-2X6 WOOD STUDS @ 16" O.C. (EXISTING OR NEW

SEE PLAN)

-ACOUSTIC BATT INSULATION

-STRUCTURAL PANEL WHERE OCCURS (EXISTING OR

NEW) SEE STRUCT

-1 LAYER 5/8" TYPE 'X' GWB

-ACOUSTIC SEALANT @ PERIMETER & PENETRATIONS

*UNLESS NOTED IN PLAN AS 2X6

35-39

STC

GA WP

50-54

STC

1 HR*

*REQUIRED

WHERE

NOTED IN

PLAN

GA WP

E2 FURRED WALL

-1 LAYER 5/8" TYPE 'X' GWB

-2X4 WOOD STUDS @ 16" O.C.

NANA

PARTITION TYPES GENERAL NOTES:

1. ALL WALL ASSEMBLY COMPONENTS ARE NEW UNLESS NOTED OTHERWISE

2. SEE PLANS AND STRUCTURAL DRAWINGS FOR FRAMING SIZES NOT SHOWN

3. PROVIDE WOOD FURRING AS REQUIRED AT NON-SHEAR WALLS TO FLUSH WITH ADJACENT SHEAR WALLS.

4. MATCH ADJACENT WALL CONSTRUCTION WHEN INFILLING EXISTING OPENINGS.

5. ALL FIRST FLOOR PARTITIONS EXTEND UP TO SECOND FLOOR DECK UNO

6. ALL SECOND FLOOR PARTITIONS EXTEND UP TO BOTTOM OF ROOF FRAMING EXCEPT SHEAR WALLS WHICH EXTEND UP TO ROOF SHEATHING.

1 HR*

*REQUIRED

WHERE

NOTED IN

PLAN

THERMALLY

INSULATED

SHEAR

WALL

E5 -1 LAYER 5/8" TYPE 'X' GWB

-STRUCTURAL PANEL (EXISTING OR NEW) SEE

STRUCTURAL

-2X6 UNO WOOD STUDS

-MINERAL WOOL SEMI -RIGID BATT INSULATION (R-23)

-STRUCTURAL PANEL WHERE OCCURS (NEW) SEE

STRUCTURAL

-1 LAYER 5/8" TYPE 'X' GWB

-FINISH AS SCHEDULED

NA NANA

NA

GA WP

50-54

STC

1 HR*

*REQUIRED

WHERE

NOTED IN

PLAN

FIRE SOUND

RATING RATING

SOURCE

1. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL

NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT

DOCUMENTS, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES,

REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES.

EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN

FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY

LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID LOCATIONS NOT SHOWN. CARE

SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES.

3. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR

SHALL BE PROVIDED AS IF DRAWN IN FULL.

4. ALL INTERIOR DIMENSIONS ARE TO THE FACE OF INTERIOR WALLS UNO. DIMENSIONING IS TO THE EXTERIOR FACE OF CONCRETE OR EXTERIOR FACE OF STUDS AT EXTERIOR WALLS UNO.

CONTACT CONTRACTING OFFICER FOR CLARIFICATIONS.

5. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON

DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE CONTRACTING OFFICER IF ANY

DISCREPANCIES ARE FOUND.

6. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON

USE. THE CONTRACTING OFFICER WILL DEFINE THE INTENT OF ANY IN QUESTION.

7. REPETITION: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED.

EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED

DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL.

8. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH

SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS AND EQUIPMENT

AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.

RIGID

INSULATION

STEEL

CONCRETE

GYPSUM

EARTH

PLYWOOD

BATT

INSULATION

WOOD

ACT

BRICK

MASONRY

A

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A

R TMEN OFT GRICU L

T U R E

A

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A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

C :\R ev it

Lo ca l\2

S itk a

A dm in is tr at io n

O ffi ce

J M

B .r vt

/3 /2

:5

:2 P

M

2012232

CONSTRUCTION DOCUMENTS

A00.2

ASSEMBLY SCHEDULE

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

NTS

PARTITION TYPES

NTS

GENERAL NOTES

NTS

MATERIAL LEGEND

CODES:

IBC 2012

ICC 1171.1 - 2009 (ACCESSIBILITY)

ASHRAE STANDARD 90.1-2007

IT DESIGN STANDARDS AND SPEC 270000 FOR IT RELATED CODE STANDARDS

INTERNATIONAL BUILDING CODE (IBC) WITH ALASKA AMENDMENTS

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.”

AMERICAN CONCRETE INSTITUTE (ACI) 318-10, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,” INCLUDING

APPENDIX D AS REQUIRED FOR CONCRETE ANCHORS.

AMERICAN FOREST & PAPER ASSOCIATION, (AF&PA) NATIONAL DESIGN SPECIFICATION (NDS) AND SPECIAL DESIGN

PROVISIONS FOR WIND AND SEISMIC (SDPWS).

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 13TH EDITION OF THE STEEL CONSTRUCTION MANUAL AND SEISMIC

DESIGN MANUAL, INCLUDING:

AISC 360-05, “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,”

AISC 348-04, “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,”

AISC 303-05, “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,”

AISC 341-05, “SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, INCLUDING SUPPLEMENT NO. 1" AND AISC 358-05, “PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL MOMENT FRAMES FOR SEISMIC APPLICATIONS.”

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, “MINIMUM DESIGN LOADS OF BUILDINGS AND OTHER STRUCTURES”

INTERNATIONAL FIRE CODE (IFC)

NATIONAL ELECTRICAL CODE (NEC)

UNIFORM PLUMBING CODE

TIA/EIA: TELECOMMUNICATIONS INDUSTRY ASSOCIATION/ELECTRONICS INDUSTRIES ALLIANCE TELECOMMUNICATIONS

BUILDING WIRING STANDARDS COLLECTION”

ANSI 17.1 ELEVATOR CODE

ASHRAE/IESNA 90.1 ENERGY EFFICIENT DESIGN OF NEW BUILDINGS

ASHRAE: STANDARD 55: THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

ASHRAE: STANDARD 62: VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

ASHRAE: STANDARD 90.1 & 2012 AMMENDMENTS: ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

BUILDINGS.

NEMA PB 1.1: PROPER INSTALLATION, OPERATION AND MAINTENANCE OF PANELBOARDS RATED 600 VOLTS OR LESS

NEC 70 NATIONAL ELECTRICAL CODE

NESC NATIONAL ELECTRICAL SAFETY CODE.

NFPA 72 NATIONAL FIRE CODE (NFC)

NFPA 90B STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS

NFPA 101 LIFE SAFETY CODE (LSC)

INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

FIPS: FEDERAL INFORMATION PROCESSING STANDARDS PUBLICATION SERIES OF THE NATIONAL INSTITUTE OF STANDARDS

AND TECHNOLOGY (NIST)

FIPS 201-1 – PERSONAL IDENTITY VERIFICATION FOR FEDERAL EMPLOYEES AND CONTRACTORS, MARCH 2006 ABAAS (ABA ACCESSIBILITY STANDARD PORTION OF THE ADA/ABAAG - AMERICANS WITH DISABILITY ACT, ARCHITECTURAL

BARRIER ACT, ACCESSIBILITY GUIDELINES)

ILLUMINATING ENGINEERING SOCIETY (IES) LIGHTING HANDBOOK, 9TH EDITION

USFS BUILT ENVIRONMENT IMAGE GUIDE

MUTCD: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 31-03, SEISMIC EVALUATION OF EXISTING BUILDINGS,”AND 41-06, SEISMIC

REHABILITATION OF EXISTING BUILDINGS.”

ZONING:

P - PUBLIC LANDS DISTRICT

LOT AREA:

7.02 ACRE (306,075 SF)

LEGAL INFORMATION:

LOT 1, U.S. SURVEY 3746 = 203,016 S.F.

LOT 10, U.S. SURVEY 2418 = 103,059 S.F.

OCCUPANCY: OFFICE BUILDING: B OCCUPANCY

SHOP/WAREHOUSE: F-1/S-1 OCCUPANCY

CONSTRUCTION TYPE: OFFICE BUILDING: TYPE V-B (SPRINKLED)

SHOP/WAREHOUSE: TYPE V-B (SPRINKLED)

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

TABLE 503 (ALLOWABLE BUILDING HEIGHTS AND AREAS)

OCCUPANCY CONSTRUCTION TYPE HEIGHT AREA/ STORY # OF STORIES

B TYPE VB (SPRINKLED) 40 FEET 9,000 SF 2 STORIES

OFFICE BUILDING PROPOSED: EXISTING NEW TOTAL

B

FIRST FLOOR 5,446 SF 1,356 SF 6,662 SF

SECOND FLOOR 5,446 SF 224 SF 5,810 SF

TOTAL 10,892 SF 1,580 SF 12,472 SF (<18,000 SF)

BUILDING CODE SUMMARY (CONTINUED)

SHOP BUILDING: NO CHANGE IN AREA (EXISTING = 3,147 SF)

508 MIXED USE AND OCCUPANCY

508.2 ACCESSORY OCCUPANCIES. AGGREGATE ACCESSORY OCCUPANCIES THAT ONLY OCCUPY

LESS THAN 10% OF THE BUILDING AREA OF STORY.

508.2.4 SEPARATION OF OCCUPANCIES. NO SEPARATION IS REQUIRED BETWEEN MAIN AND

ACCESSORY OCCUPANCIES.

508.3 NONSEPARATED OCCUPANCIES.

CHAPTER 6: TYPE OF CONSTRUCTION

TABLE 601 (FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS-HOURS)

BUILDING ELEMENT TYPE V-B

PRIMARY STRUCTURE FRAME 0 HR

BEARING WALLS (INTERIOR & EXTERIOR) 0 HR

NON-BEARING WALLS (INTERIOR & EXTERIOR) 0 HR

FLOOR CONSTRUCTION & ASSOCIATED

SECONDARY MEMBERS 0 HR

ROOF CONSTRUCTION & ASSOCIATED

SECONDARY MEMBERS 0 HR

CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES

713 SHAFT ENCLOSURES

713.4 FIRE RESISTANCE RATING. SHAFT ENCLOSURES CONNECTING LESS THAN 4 STORIES

SHALL BE 1 HOUR-RATED MINIMUM.

713.14.1 ELEVATOR LOBBY. NO ELEVATOR LOBBY IS REQUIRED IF THE ELEVATOR IS

CONNECTING NO MORE THAN 3 STORIES.

CHAPTER 10: MEANS OF EGRESS

1003 GENERAL MEANS OF EGRESS

REFERENCE A00.5, AND A00.6 SHEETS FOR EXITING DIAGRAM

1005 MEANS OF EGRESS SIZING

1005.3 REQUIRED CAPACITY OF BASED ON OCCUPANT LOAD.

1005.3.1 STAIRWAYS, EXCEPTION - OCCUPANT LOAD X 0.2 (WITH AUTOMATIC SPRINKLER

SYSTEM OR AN EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM)

1005.3.2 OTHER EGRESS COMPONENTS, EXCEPTION - OCCUPANT LOAD X 0.15 (WITH

AUTOMATIC SPRINKLER SYSTEM OR AN EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM)

1007 ACCESSIBLE MEANS OF EGRESS

1007.1 ACCESSIBLE SPACES SHALL BE SERVED WITH NOT LESS THAN ONE ACCESSIBLE MEANS

OF EGRESS. IF MORE THAN ONE MEANS OF EGRESS ARE REQUIRED, EACH ACCECESSIBLE SPACE

SHALL BE SERVED WITH NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.

BUILDING CODE SUMMARY (CONTINUED)

1007 ACCESSIBLE MEANS OF EGRESS

1007.1 ACCESSIBLE SPACES SHALL BE SERVED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. IF MORE THAN ONE MEANS OF EGRESS ARE REQUIRED, EACH ACCECESSIBLE SPACE SHALL

BE SERVED WITH NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.

1007.3 STAIRWAYS

1009 STAIRWAYS

1009.3 EXIT ACCESS STAIRWAYS, EXCEPTION 1. EXIT ACCESS STAIRWAYS IN OTHER THAN GROUP I-2

& I-3 OCCUPANCIES SERVING ONLY TWO STORIES ARE NOT REQUIRED TO BE ENCLOSED.

TABLE 1405.3.1

TYPE 1 OR 2 VAPOR RETARDER REQUIRED ON INSIDE OF WALLS

CHAPTER 29: PLUMBING SYSTEMS

TABLE 2902.1 (MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES)

OCCUPANCY WATERCLOSETS LAVATORIES DRINKING OTHER

MALE/ FEMALE MALE/ FEMALE FOUNTAIN

B 1/ 25 FOR FIRST 50 1/ 40 FOR FIRST 80 1/ 100 1 SERVICE

1/ 50 FOR THE REST 1/ 80 FOR THE REST SINK

MALE/ FEMALE MALE/ FEMALE FOUNTAIN 1SERVICE

S-1 1/ 100 1/ 100 1/ 1000 SINK

OFFICE BUILDING:

TOTAL AREA 12,472 SF/ 100 = 125 OCCUPANTS

PER TABLE 2902.1 WATERCLOSETS REQUIRED: 4 WATERCLOSETS

LAVATORIES REQUIRED: 3 LAVATORIES

WATER CLOSETS PROVIDED: 3 WATER CLOSETS + 1 URINAL

LAVATORIES PROVIDED: 4 LAVATORIES

SHOP: TOTAL AREA 3,147 SF/ 300 = 10 OCCUPANTS

PER TABLE 2902.1 WATERCLOSETS REQUIRED: 1 WATERCLOSET

LAVATORIES REQUIRED: 1 LAVATORY

WATER CLOSETS PROVIDED: 1 WATER CLOSET

LAVATORIES PROVIDED: 1 LAVATORY

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FINISH WALL

DRINKING FOUNTAINS AT

LEAST 50% BUT NOT

LESS THEN 1 FOUNTAIN

(A117.1, 602.4)

SEAT COVER

DISPENSER

(A117.1)

PAPER TOWEL

DISPENSER/

RECEPTACLE

(A117.1)

TOILET

(A117.1)

GRAB BARS

(A117.1, 604.5 & 609.4)

SOAP

DISPENSER

(A117.1)

MAX REACH DEPTH: 25"

MIRROR

MIRROR

(A117.1, 603.3)

LAVATORY

TOP(A117.1,

606.3)

ALLOWABLE

HEIGHT

OF OPERABLE

PARTS,

SWITCHES,

OUTLETS, &

CONTROLS

TOILET

PAPER

DISPENSER

(A117.1)

SANITARY

NAPKIN

DISPOSAL

(A117.1)

ALLOWABLE HEIGHT

OF DISPENSER'S

OUTLET

GRAB

BAR

FRAME

FORWARD REACH:

UNOBSTRUCTED: 48"MAX, 15"MIN

HIGH REACH OVER AN OBSTRUCTION WHERE THE CLEAR

FLOOR OR ROUND SPACE EXTENDS BENEATH THE ELEMENT

FOR A DISTANCE NOT GROUND SPACE EXTENDS BENEATH THE

ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED

REACH DEPTH OVER THE OBSTRUCTION:

REACH DEPTH LESS THAN OR EQUAL TO 20": 48"MAX

REACH DEPTH IS GREATER THAN 20": 44"MAX

SIDE REACH (PARALLEL APPROACH):

UNOBSTRUCTED: 48" MAX, 15" MIN

OBSTRUCTED BY 34" HIGH MAX OBJECT:

REACH DEPTH LESS THAN OR EQUAL TO 10": 48"MAX

REACH DEPTH GREATER THAN 10": 46"MAX

MAX REACH DEPTH: 24"

PROJECT SHALL COMPLY WITH 2012 IECC, ASHRAE 62.2 2010 AND

MEET OR EXCEED THE PRESCRIPTIVE THERMAL REQUIREMENTS OF IECC

TABLE C-A402.2 AND C-A402.3

SITKA CLIMATE ZONE: 7 (TABLE C301.1)

ROOF

CODE REQ: R-49 BATT MIN (AT ATTICS + OTHER)

PROVIDED @ EXISTING ATTIC: R-52

PROVIDED @ NEW ADDITIONS: R-52

WALLS

CODE REQ: R-13 + R7.5 CI

PROVIDED @ EXISTING EXTERIOR WALLS: R-22 + R 8.4 CI

WALLS BELOW GRADE

NA

FLOORS

NA

SLAB ON GRADE

CODE REQ: R-20 FOR 24" NEW HEATED SLABS

PROVIDED@ NEW SLAB: R-20 ENTIRE HEATED SLAB

PROVIDED @ EXISTING SLAB: R-10 ENTIRE SLAB

OPAQUE DOORS

CODE REQ: U - 0.37 MAX

PROVIDED: U- 0.35 MAX

WINDOWS (OPERABLE NON-METAL)

U-0.33 MAX

PROVIDED U-0.27

WINDOWS (STOREFRONT FIXED METAL)

U-0.29 MAX

PROVIDED U-0.35 (EXCEEDS CODE, USE COMPONENT TRADE-OFF

WITH VINYL WINDOWS)

ENTRANCE DOORS

U-0.77 MAX

SKYLIGHTS

NA

THE BUILDING SHALL BE TESTED AND VERIFIED AS HAVING AN AIR

LEAKAGE RATE NOT EXCEEDING .40 CFM/SQ FT. AT A PRESSURE

DIFFERENTIAL OF .3 INCHES WATER GAUGE IN ACCORDANCE WITH ASTM

E 779. THE CONTRACTOR SHALL PROVIDE APPROVED THIRD PARTY

TESTING TO BE CONDUCTED PER IECC C402.4.1.2.3

RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING ENVELOPE

SHALL BE IC-RATED.

PROVIDE A CONTINUOUS AIR BARRIER COMPLYING WITH IECC C402

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

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FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

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2012232

CONSTRUCTION DOCUMENTS

A00.3

CODE SUMMARY

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

NTS

BUILDING CODE SUMMARY

NTS

ACCESSIBLE MOUNTING HEIGHTS

NTS

ENERGY CODE SUMMARY

-- A --

A AMP

A/V AUDIO VISUAL

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACST ACOUSTIC(AL)

ACT ACOUSTIC CEILING TILE

ADJ ADJACENT,

ADJUST(ABLE)

AFF ABOVE FLOOR FINISH

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

-- B --

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BMU BRICK MASONRY UNIT

BO BOTTOM OF

BR BEDROOM

BTWN BETWEEN

BUR BUILT UP ROOF(ING)

-- C --

CAB CABINET

CALC CALCULATION

CB CATCH BASIN,

CORNER BEAD

CEM CEMENT

CG CORNER GUARD

CH COAT HOOK

CI CONTINUOUS INSULATION

CIP CAST IN PLACE

CJ CONTROL JOINT,

CONSTRUCTION JOINT

CL CENTERLINE

CLD CLOTHES DRYER

CLG CEILING

CLKJ CAULKED JOINT

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT(ION)

CONSTR CONSTRUCTION

CONT CONTINUE(OUS)

CONTR CONTRACTOR

CORRD CORDINATE

CORR CORRIDOR

COV COVE

CP CEMENT PLASTER

CPT CARPET

CRK CORK

CRL CHAIR RAIL

CS CONCRETE SEALER

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

-- D --

D DEEP,

DRYER

DBL DOUBLE

DEMO DEMOLISH(TION)

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPOSAL - IN SINK

DL DEAD LOAD

DN DOWN

DR DOOR,

DINING ROOM,

DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWR DRAWER

-- H --

H HIGH,

HEIGHT

HB HOSE BIB

HC HOLLOW CORE,

HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGR HANGER

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPL HIGH PRESSURE LAMINATE

HR HOURS (FIRE

RESISTANT RATING)

HT HEIGHT

HVAC HEATING, VENTILATION,

& AIR CONDITIONING

HWT HOT WATER TANK

-- I --

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INSIDE DIMENSION

IFC INTERNATIONAL

FIRE CODE

IIC IMPACT INSULATION CLASS

IMC INTERNATIONAL

MECHANICAL CODE

IN INCH(ES)

INC INCREASE

INCL INCLUDE(D)(ING)

INFO INFORMATION

INSTL INSTALL(ATION)

INSUL INSULATION

INT INTERIOR

-- J --

JAN JANITOR (CLOSET)

JBOX JUNCTION BOX

JT JOINT

-- K --

KD KILN DRIED

KIT KITCHEN

KW KILOWATT

-- L --

L LEFT,

LINEN,

LONG

LAB LABORATORY

LAM LAMINATE(D)

LAU LAUNDRY

LAV LAVATORY

LB(S) POUND(S)

LDG LANDING

LINO LINOLEUM

LL LIVE LOAD

LOC LOCATION

LPT LOW POINT

LR LIVING ROOM

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

-- M --

M&S MIRROR & SELF

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MASTER BEDROOM

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANIC(AL)

MED MEDIUM

MEDS MEDICINE, MEDICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MFRREC MANUFACTURER

RECOMMENDATION(S)

MGR MANAGER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

MULL MULLION

MULT MULTIPLE

MW MICROWAVE OVEN

-- N --

N NORTH

(N) NEW

NA NOT APPLICABLE

NC NOISE CRITERIA,

NURSE CALL

NCAP NURSE CALL ANNUNCIATOR

PANEL

NCOMBL NON-COMBUSTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NT NET

NTS NOT TO SCALE

-- O --

O/ OVER

OA OVERALL

OC ON CENTER

OCC OCCUPANTS,

OCCUPANT LOAD,

OCCUPANCY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED &

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED &

OWNER INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OHDR OVERHEAD DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

-- P --

P PAINT(ED)

PANTRY

PC PORTLAND CEMENT

PCC PRECAST CONCRETE

PED PEDESTAL

PERF PERFORATED

PERM PERMANENT

PERP PERPENDICULAR

PFP PREPARED FOR PAINT

PIV POST INDICATOR VALVE

PL PLATE,

PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PMTL PAINTED METAL

PNT POINT

PP POWER POLE

PR PAIR

PREFAB PREFABRICATE

PRELIM PRELIMINARY

PRKG PARKING

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESERVATIVE TREATED,

PRESSURE TREATED,

POST TENSIONED

PTD PAPER TOWEL DISPENSER

PTDWR PAPER TOWEL DISPENSER

& WASTE RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE,

POLYVINYL CHLORIDE PIPE

PVD PROVIDE

PVG PAVING

PVR PAVERS

-- Q --

QT QUARRY TILE

QTY QUANTITY

-- R --

R RISER,

RANGE,

RADIUS

R/S ROD & SHELF

RA RETURN AIR

RB RESILIENT BASE

RCF RAISED COMPUTER FLOOR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE,

REFRIGERATOR

REINF REINFORCE(D)(ING)

REQD REQUIRED

REST RESTROOM

RET RETAINING

REV REVISED(ION),

RH ROBE HOOK

RM ROOM

RO ROUGH OPENING

RP RADIUS POINT

RS ROUGH SAWN

RT RIGHT

RVL REVEAL

-- S --

S SOUTH,

SINK

S/R SHELF & ROD

SAFF SELF-ADHESIVE FLEXIBLE

FLASHING

SAN SANITARY

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SOAP DISH,

SOAP DISPENSER

STORM DRAIN

SEAL SEALER(ANT)

SECT SECTION

SEP SEPARATION

SF SQUARE FEET

SG SAFETY GLASS(ZING)

SHR SHOWER

SHT SHEET

SHTG SHEATHING, SHEETING

SHV SHELVING

SIM SIMILAR

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SOG SLAB ON GRADE

SPECS SPECIFICATION(S)

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SQIN SQUARE INCH

SS SERVICE SINK,

SANITARY SEWER

SST STAINLESS STEEL

ST STREET

STAIN

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIR STIRRUP

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SU SOILED UTILITY

SUBFL SUBFLOOR

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

-- E --

E EAST

(E) EXISTING

EA EACH

EC EDGE OF CURB

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE(D)(URE)

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED,

EXPANSION

EXT EXTERIOR

-- F --

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FBO FURNISHED BY OWNER

FCIO FURNISHED BY CONTRACTOR

& INSTALLED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

CONNECTION

FDMPR FIRE DAMPER

FDTN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH,

FINISH FACE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK (REEL)

FIN FINISHED

FIN FLR FINISHED FLOOR

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLOOR MATERIAL

FLR FLOOR

FLUOR FLUORESCENT

FMF FLEXIBLE MEMBRANE FLASHING

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPL FIREPLACE

FRC FIBER REINFORCED CEMENT

FRP FIBER REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FRZ FREEZER

FS FULL SIZE

FT FOOT(FEET)

FTG FOOTING

FURN FURNITURE

FUT FUTURE

-- G --

G GROUND

GA GAUGE, GAGE

GALV GALVANIZED

GAR GARAGE

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GI GALVANIZED IRON

GL GLASS

GLB GLUE LAMINATED BEAM

GR GROSS

GWB GYPSUM WALL BOARD

GYP GYPSUM

-- T --

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TEL TELEPHONE

TEMP TEMPORARY,

TEMPERATURE

TER TERRAZZO

THK THICK(NESS)

TI TENANT IMPROVEMENT

TL TOTAL LOAD

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB

TOP OF CONCRETE

TOF TOP OF FOOTING

TOP OF FLOOR

TOP OF FRAME

TOS TOP OF SLAB

TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TV TELEVISION

TYP TYPICAL

-- U --

UC UNDERCOUNTER,

UNDERCUT

UGND UNDERGROUND

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UP UTILITY POLE

UPC UNIFORM PLUMBING CODE

UTIL UTILITY

-- V --

V VOLT(AGE)

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VEND VENDING MACHINE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTO VENT TO OUTSIDE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

-- W --

W WEST,

WIDE,

WASHING MACHINE

W/ WITH

W/D WASHER & DRYER

W/O WITHOUT

WC WATER CLOSET,

WALL COVERING

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WH WATER HEATER

WIC WALK-IN CLOSET

WM WIRE MOLD,

WATER METER,

WIRE MESH

WP WORK POINT,

WATERPROOFING,

WEATHER PROOF

WPM WATERPROOF MEMBRANE

WR WATER REPELLENT,

WATER RESISTANT

WRB WATER RESISTANT BARRIER

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

--SYMBOLS --

& AND

L ANGLE

< CENTERLINE

^ DEGREE

~ DIAMETER

' FOOT (FEET)

" INCH

# NUMBER

POUND

% PERCENT

ASSOCIATIONS

AISI AMERICAN IRON AND STEEL INSTITUTE

AMCA AIR MOVING & CONDITIONING

ASSOCIATION, INC.

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ARIB ASPHALT ROOFING INDUSTRY BUREAU

ASMEAMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTMAMERICAN SOCIETY FOR TESTING & MATERIALS

AWI AMERICAN WOODWORK INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CS COMMERCIAL STANDARD OF THE U.S. DEPARTMENT

OF COMMERCE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

FGMA FLAT GLASS MARKETING ASSOCIATION

GA GYPSUM ASSOCIATION

ICC INTERNATIONAL CODE COUNCIL

IBC INTERNATIONAL BUILDING CODE

IEEE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS

IPCEA INSULATED POWER CABLE ENGINEER ASSOCIATION

MLA METAL LATH ASSOCIATION

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS

NEMANATIONAL FIRE PROTECTION ASSOCIATION

NWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION

OSHAOCCUPACTIONAL SAFETY AND HEALTH ADMINISTRATION

PS PRODUCT STANDARD OF U.S. DEPARTMENT OF COMMERCE

SDI STEEL DECK INSTITUTE

SDI STEEL DOOR INSTITUTE

SMCNA SHEET METAL & AIR CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SSPC STEEL STRUCTURES PAINTING COUNCIL

TCA TILE COUNCIL OF AMERICA

UL UNDERWRITER'S LABORATORIES

WWPA WESTERN WOOD PRODUCTS ASSOCIATION

NORTH

AX.XX

AX.XX

DATUM

EL X' - XX"

AX.XX

W1

EXTERIOR ELEVATION

TAG

INTERIOR ELEVATION

TAG

EXTERIOR SECTION

TAG

WALL / STAIR SECTION

TAG

PLAN DETAIL

CALLOUT

DATUM TAG

WALL / PARTITION TYPE

TAG

WINDOW TAG

DOOR TAG

ROOM TAG

REVISION TAG AND

CLOUD

NORTH ARROW

1 GRID LINE

A

#'-#" SPOT ELEVATION

RUN

RISE ROOF SLOPE

SLOPE ARROW

MATL

CLG HEIGHT CEILING TAG

L1 LOUVER TAG

KEYNOTE TAGA

FINISH TAGA

TAG TAG FLOOR FINISH TAG

SHEET

DET #

SHEET

DET #

RISE / RUN

ROOM NAME

ROOM #

AX.XX

DETAIL SECTION

TAG

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

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2012232

CONSTRUCTION DOCUMENTS

A00.4

ABBREVIATIONS AND SYMBOLS

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

NTS

ABBREVIATIONS

SYMBOL LEGEND

R

EF

SPRINKLER

ROOM

50 SF

MUD ROOM

241 SF/ 100

=3 OCCUPANTSSTOR.

9 SF

STORAGE

53 SF

OFFICE

120 SF/100

= 2 OCCUPANTS

DISPLAY

142 SF/15

= 10

OCCUPANTS

WOMEN

125 SF

MEN

125 SF

CONFERENCE ROOM

(A-3)

724 SF/ 7

=104 OCCUPANTS

(62 OCCUPANTS

@PARTITION CLOSED)

ELEVATOR

QUIET

83 SF/100

= 1

OCCUPANT

UP

KITCHEN

52 55

LONGEST DIAGONAL

DISTANCE = 130'

2 EXITS REQUIRED (>50

OCCUPANT LOAD)

43'-4" (1/3 OF 130' APART

MINIMUM)

OPEN OFFICE

21 OCCUPANTS

OFFICE

160 SF/ 100

= 2

OCCUPANTS

LONGEST DIAGONAL DISTANCE = 43'-9"

2 EXISTS REQUIRED (>50 OCCUPANT LOAD)

14'-7" (1/3 OF 43'-9" APART MIN)

JAN

32 SF

SUPPLY

RECEPTION

70 SF/ 100

= 1 OCCUPANT OFFICE

120 SF/ 100

=2 OCCUPANTS

OFFICE

120 SF/ 100

=2 OCCUPANTS

TELECOM

236 SF/ 300

=1 OCCUPANT

R 4"

(42 OCCUPANTS

@PARTITION CLOSED)

(31)

(31)

TRAVEL DISTANCE TO EXIT DISCHARGE

= 11'-3" (<100') + 52'-2" = 66'-8" (<300')

R 14' - 7"

FEC

MECHANICAL RM

178 SF

STORAGE 16

PELLET

46 SF

FEC

ASSUME BARN

DOOR IS

CLOSED

EXIT DISCHARGE

EXIT ACCESS

COMMON PATH OF EGRESS

PATH OF EGRESS TRAVEL

MEASURED DISTANCE

NEW ILLUMINATED EMERGENCY

EGRESS SIGN

1-HOUR FIRE BARRIER

OFFICE

12O SF/100

=2 OCCUPANT

WOMEN

125 SF

MEN

125 SF

OPERATIONS

DISPATCH

321 SF/ 100

= 3 OCCUPANTS

QUIET

101 SF/ 100

=1 OCCUPANT

ELEVATOR

OFFICE

120 SF/ 100

= 2

OCCUPANTS

DN

TRAVEL DISTANCE TO EXIT DISCHARGE

= 28'-11" (<100') + 36'-3" (STAIR) +70'-6" = 135'-8"

(<300')

LONGEST DIAGONAL DISTANCE

= 130'

2 EXITS REQ (>50 OCCUPANT

LOAD)

43'-4" (1/3 OF 130' APART

MINIMUM)

OPEN OFFICE

33 OCCUPANTS

SM MTG

83 SF/100

= 1 OCCUPANT

R 43' - 4"

FEC

FEC

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

C :\R ev it

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S itk a

A dm in is tr at io n

O ffi ce

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2012232

CONSTRUCTION DOCUMENTS

A00.5

OFFICE - EXITING PLANS

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1/8" = 1'-0"

OFFICE - FIRST FLOOR EXITING PLANEXITING PLAN LEGEND

1/8" = 1'-0"

OFFICE - SECOND FLOOR EXITING PLAN

N O R T H0' 4' 8' 16'

0' 4' 8' 16'

HA

LI

BU

T

PO

IN

T

RD

OFFICE BUILDING

RENOVATION

EXISTING CREWHOUSE TO REMAIN

KRAMER AVE.

MINOR RENOVATION WORK THIS

PROJECT IN WAREHOUSE / SHOP

BUILDING

CASCADE CREEK

3°

0'

6"

5.

S

W

5°

2'

6"

1.

S W

82° 56' 59" 58.48'

N W

61° 51' 01"

158.42' S

W

79° 55' 44"175.63'

N W

0°

5'

6"

7.

4 5

N

E

86° 33' 44" 272.73'

S E

NEW RADIO

TOWER

SEE USFS CIVIL

DRAWINGS FOR SITE

DEMOLITION AND SITE

IMPROVEMENTS TYP.

EXISTING MOBILE HOMES

TO REMAIN

NEW ADDITION AREAS

SHOWN HATCHED

EXISTING MOBILE HOMES

TO REMAIN

EXISTING MOBILE HOME

TO REMAIN

EXISTING YURT RESIDENCE

TO REMAIN

A10.1

REMODELED SHOP

EXISTING POWER POLE TO

REMAIN

NEW ELECT. PAD MOUNTED

TRANSFORMER

EXISTING CONC. LOADING

DOCK 30" MAX ABV ADJ. NEW

GRADE

EXIST. DOOR

VE

RI

FY

4' -5

SLOPE 1:12

7'-0" RAMP 5'-0"

5' -0

SL

O

PE

:1

'-6

" R

AM

P 5'

-0

SLOPE 1:12

12'-0" RAMP 5'-0"

5'-0" 4'

-0

N

EW

EX

IS

T.

4'

-0

3'-0"

3' -0

42.10

39.98

39.39

42.93

12" HANDRAIL RAMP EXTENSION. TYP.

TRUCK LOADING

LANDING

LANDING

LANDING

ELECTRICAL RM.

TRENCH AND BACKFILL AS

RQUIRED FOR MECHANICAL

REFRIGERANT LINES AND DATA

A10.1

SITE PAVING SEE CIVIL

OFFICE BUILDING

RENOVATION

EXTEND HANDRAIL TO WALL

3'-0" CLEAR

3' -6

2' -1

1"

A10.1

A10.1

2X6 P.T.

1/

4" 1"X5.5" TREX DECKING

1 1/2" GALV HANDRAIL

(2) 2X10 P.T.

@ 6' OC

3' -6

2' -1

1"

4X4 POST @ 6' OC

GRADE VARIES

(3) 2X10 P.T.

(2) 1/2" GALV

THRU BOLTS

5'

8"

BACKFILL BOREHOLE W/

COMPACTED CRUSHED

AGGREGATE

FINAL GRADE

4x4 POST, CENTERED OVER

FOOTING

CONCRETE

FOOTING: POURED

IN PLACE TO BE 12"

DIA x 5" THICK, MIN.

2X6 ALASKAN YELLOW

CEDAR

2X4 PT BLK'G

4X4 PT

1X4 ALASKAN YELLOW

CEDAR

1/2"

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

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O ffi ce

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2012232

CONSTRUCTION DOCUMENTS

A10.1

ARCHITECTURAL SITE PLAN

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1" = 60'-0"

SITE PLAN- OVERALL

N O R T H

1/4" = 1'-0"

ENLARGED SITE PLAN - NEW ADA RAMP

0' 30' 60' 120'0' 2' 4' 8' 1/2" = 1'-0"

RAMP SECTION

1" = 1'-0"

FOOTING DETAIL

3" = 1'-0"

RAIL DETAIL

UP

UP

UP

UP

UP

UP

UP

UP

UP

EXIST

SPRINKLER

ROOM

STORAGE

EXIST STORAGE

EXIST WAREHOUSE

ELEVATOR

EXIST

MACHINE

ROOM

EXIST OFFICEEXIST

MEN

EXIST

WOMEN

EXIST JANITOR

EXIST STORAGE

1 111

2 4 TYP

13 2

12 12 12

1212 12

EXIST

SPRINKLER

ROOM

STORAGE

EXIST STORAGE

EXIST WAREHOUSE

ELEVATOR

EXIST

MACHINE

ROOM

EXIST OFFICEEXIST

MEN

EXIST

WOMEN

EXIST JANITOR

EXIST STORAGE

LEGEND:

EXISTING CONSTRUCTION TO BE DEMOLISHED.

EXISTING CONSTRUCTION TO REMAIN.

1 REMOVE EXISTING WINDOW

2 REMOVE EXISTING STAIR INCLUDING ANCHORING AND

ATTACHMENTS

3 REMOVE EXISTING TOILET INCLUDING UNUSED

PLUMBING

4 REMOVE EXISTING DOOR AND FRAME

5 REMOVE EXISTING ELEVATOR. PIT AND SHAFT

STRUCTURE TO REMAIN. SAVE PIT LADDER FOR

REINSTALLATION

6 REMOVE EXISTING OVERHEAD DOOR INCLUDING FRAME,

SUPPORT AND TRACK

7 REMOVE EXISTING VCT FLOOR COVERING

9 REMOVE EXISTING LAVATORY INCLUDING UNUSED

PLUMBING

10 REMOVE EXISTING MECH SHAFT, INFILL OPENING

11 REMOVE GABLE ATTIC VENT LOUVER SAVE FOR

REINSTALLATION

12 REMOVE A PORTION OF EXISTING WALL TO INSTALL NEW

WINDOW/ DOOR. SEE FLOOR PLANS AND WINDOW/ DOOR

SCHEDULE FOR OPENING SIZE.

13 REMOVE EXISTING CONCRETE PAD

14 REMOVE EXISTING SIDING ENTIRE BUILDING

NOTES:

1. SEE MEP DRAWINGS FOR ADDITIONAL DEMOLITION.

2. REMOVE DRYWALL ON WALLS TYPICAL ENTIRE

BUILDING.

3. SECOND FLOOR CEILING GWB TO REMAIN

8 REMOVE 1/2" PARTICLEBOARD FLOOR UNDERLAYMENT

15 REMOVE EXISTING STORAGE CAGES SHOWN DASHED TYP.

16 SAWCUT SOG AT NEW FOOTING LOCATIONS SEE STRUCT

17 RE-ROUTE EXISTING VERTICAL SPRINKLER RISER UP NEXT TO

WALL. LOWER PIPE OFFSET TO OCCUR IN FIRST FLOOR

SPRINKLER ROOM

18 SAW-CUT OPENING FOR NEW ELEVATOR PIT SUMP

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

C :\R ev it

Lo ca l\2

S itk a

A dm in is tr at io n

O ffi ce

J M

B .r vt

/3 /2

:5

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M

2012232

CONSTRUCTION DOCUMENTS

A21.1

OFFICE - FIRST FLOOR EXISTING AND

DEMOLITION PLANS

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1/8" = 1'-0"

OFFICE - FIRST FLOOR DEMOLITION PLAN

N O R T H 1/8" = 1'-0"

OFFICE - FIRST FLOOR EXISTING PLAN

OFFICE DEMOLITION PLAN NOTES

0' 4' 8' 16'

0' 4' 8' 16'

UP

UP

UP

EXIST STORAGE EXIST STORAGEEXIST EXCERCISE ROOM

EXIST

ELEVATOR

1 1 1 1

TYP

5 7

TYP

12121212

4 TYP

EXIST STORAGE EXIST STORAGEEXIST EXCERCISE

ROOM

EXIST

ELEVATOR

LEGEND:

EXISTING CONSTRUCTION TO BE DEMOLISHED.

EXISTING CONSTRUCTION TO REMAIN.

1 REMOVE EXISTING WINDOW

2 REMOVE EXISTING STAIR INCLUDING ANCHORING AND

ATTACHMENTS

3 REMOVE EXISTING TOILET INCLUDING UNUSED

PLUMBING

4 REMOVE EXISTING DOOR AND FRAME

5 REMOVE EXISTING ELEVATOR. PIT AND SHAFT

STRUCTURE TO REMAIN. SAVE PIT LADDER FOR

REINSTALLATION

6 REMOVE EXISTING OVERHEAD DOOR INCLUDING FRAME,

SUPPORT AND TRACK

7 REMOVE EXISTING VCT FLOOR COVERING

9 REMOVE EXISTING LAVATORY INCLUDING UNUSED

PLUMBING

10 REMOVE EXISTING MECH SHAFT, INFILL OPENING

11 REMOVE GABLE ATTIC VENT LOUVER SAVE FOR

REINSTALLATION

12 REMOVE A PORTION OF EXISTING WALL TO INSTALL NEW

WINDOW/ DOOR. SEE FLOOR PLANS AND WINDOW/ DOOR

SCHEDULE FOR OPENING SIZE.

13 REMOVE EXISTING CONCRETE PAD

14 REMOVE EXISTING SIDING ENTIRE BUILDING

NOTES:

1. SEE MEP DRAWINGS FOR ADDITIONAL DEMOLITION.

2. REMOVE DRYWALL ON WALLS TYPICAL ENTIRE

BUILDING.

3. SECOND FLOOR CEILING GWB TO REMAIN

8 REMOVE 1/2" PARTICLEBOARD FLOOR UNDERLAYMENT

15 REMOVE EXISTING STORAGE CAGES SHOWN DASHED TYP.

16 SAWCUT SOG AT NEW FOOTING LOCATIONS SEE STRUCT

17 RE-ROUTE EXISTING VERTICAL SPRINKLER RISER UP NEXT TO

WALL. LOWER PIPE OFFSET TO OCCUR IN FIRST FLOOR

SPRINKLER ROOM

18 SAW-CUT OPENING FOR NEW ELEVATOR PIT SUMP

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

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O ffi ce

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2012232

CONSTRUCTION DOCUMENTS

A21.2

OFFICE - SECOND FLOOR EXISTING AND

DEMOLITION PLAN

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1/8" = 1'-0"

OFFICE - SECOND FLOOR DEMOLITION PLAN

N O R T H 1/8" = 1'-0"

OFFICE - SECOND FLOOR EXISTING PLAN

OFFICE DEMOLITION PLAN NOTES

0' 4' 8' 16'

0' 4' 8' 16'

N

EW

IN

S U

LA

TI

O

N A

N D

TO

PP

IN

G

S

LA

B O

V

ER

E

XI

S

TI

N G

C O

N C R

ET

E S

LA

B U

N O

N

EW

S O

G A

T N

EW

A D

D

IT

IO

N

NEW PATIO

NEW

SOG

HORIZONTAL BELOW

GRADE FROST

PROTECTION

INSULATION TYP. SEE

NEW SOG AT

ADDITION

4'-0" 3'-0"

2'-0"

FLOOR DRAINS

SEE MECH

EXISTING ELEVATOR PIT

1"DEEP (VERIFY WITH FLOOR

MAT FRAME REQUIREMENTS)

SOG RECESSED AREA SEE

MECH FOR DRAIN

NEW SOG AT ADDITION

9'-0" 2"

2" 8'

-3

3' -0

4'

-0

THERMAL BREAK

FLOOR DRAIN SEE MECH

PROVIDE

1/8"/FT SLOPE TO DRAIN

1/8"/FT SLOPE TO DRAIN IN NEW

TOPPING SLAB. REDUCE

THICKNESS OF BELOW-SLAB

INSULATION AS NEEDED THIS

AREA TO ACHIEVE SLOPE

/8

"/F T

S

LO

PE

TYP ALL

BUILDING

CORNERS

6'-0"

6' -0

RADIO TOWER FOOTING

DESIGN BY TOWER MFR

EXISTING WALLS TO

REMAIN NOT SHOWN

FOR CLARITY

SEE FLOOR PLAN

SE

E

FL

O

O R

PL

AN

FO

R

DI

M

S

UN

O

SE

E

FL

O

O R

PL

AN

INTERIOR WALLS NOT

SHOWN FOR CLARITY

SEE STRUCT FOR

FOUNDATION TYP.

FROST INSULATION

BELOW SITE PAVING

TYP.

TYP UNLESS

NOTED

OTHERWISE

FROST INSULATION

BELOW SITE PAVING

EQ EQ

EQ

EQ

A21.3 NEW 18" x 18" x 18" SUMP

/1 A35.2 1'-6" 8"

1' -6

8"

SELF ADHESIVE WATERPROOFING

MEMBRANE

OVER LAP 6" MIN AND SEAL

TO EXIST VAPOR BARRIER

SAWCUT EXISTING PIT SLAB

TWO SIDES

SAWCUT PIT WALL

GALVANIZED STEEL GRATE

1 1/2" GALV. STEEL ANGLE

ALL AROUND

PUMP AND PIPING

SEE MECH. #4 EPOXY DOWEL AT 8"

OC W/ 6" EMBED INTO

EXISTING SLAB TYP.

6"

NEW CONC. SUMP FLOOR AND

WALLS

8"

(4) #4 E.W.

#4 EPOXY DOWEL W/ 6"

EMBED @ 8" OC

(3) #4 @ SUMP WALL

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

C :\R ev it

Lo ca l\2

S itk a

A dm in is tr at io n

O ffi ce

J M

B .r vt

/3 /2

:5

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M

2012232

CONSTRUCTION DOCUMENTS

A21.3

OFFICE - SLAB PLAN

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1/8" = 1'-0"

FIRST FLOOR SLAB PLAN

N O R T H 3/4" = 1'-0"

DETAIL - ELEVATOR PIT SUMP

0' 4' 8' 16'

0' 1' 2' 4'

1 3 4 6

A

B

C

A33.1

A33.1

'-0

VE

RI

FY

A31.1

A31.1

A31.1

A40.1

A31.13

A33.1

A33.1

BARN DOOR

A70.1

NEW OPERABLE

PARTITION WITH

PASS THROUGH

EGRESS DOOR

LG CONFERENCE RM

SM CONFERENCE

STOR.

STOR

KITCHEN

MEN

WOMEN

HALL

RECEPTION

LEO OFFICE

103A

NEW RADIO

TOWER

EXISTING

SPRINKLER RISER

ROOM TO REMAIN

OFFICE

QUIET

JAN

SUPPLY

MUD ROOM

RANGER

ENTRY VEST.

DISPLAY

'-0

'-0

CL

EA

R

EQ

EQ

OFFICE

OPEN OFFICE

TELECOM

U P

12'-6 5/8" CLEAR

ELEV.

WORK

AREA

125'-0" VERIFY

SPRINKLER

STAIR 2

HALL

ELEV

BOILER

STORAGE

103B

MAIL

A33.1

A33.1

A23.1

A23.1

A23.1 3 D1

D1

LSLD1

D1

D1

D1

D1

D1

D1

D1

D1

D1

LSL

E4 2x6

E3 2x6

E3 2x6

E3 2x6

E3

E3

E1

E1 E3 2x6

E3 2x6

E3

E3 E3

E3

E3 2x6

E3 2x6

E3E3

E3

E3

E3

E3 E1

E1

E1

100A

127B

129A

W2

W2

W2W2

W5

W2W3

W2

A40.1

'-0

" V

ER

IF

Y

26'-0 3/4" 19'-8 1/4" 9'-3" 13'-5" 9'-9 1/4" 46'-9 3/4" (VERIFY)

W2

W2

W2 W2 W2 W2W2W2

W2

W2W2W2 W2 W2

W2

W2

SOUTH PATIO

6'-7" 9'-0 1/4" 18'-5 1/2"

'-0

6'-2 5/8" 6'-2 1/8" 17'-0"

A33.1

A33.1

E3 2x6

E3

E3 2x6

A70.2

E3 2x6

D

IS

PL

A Y

15'-6" 12'-0" 12'-0" 12'-0"

7' - 9" 7' - 9"

ELECT

119A

4' -1

/2

'-4

6'-0"

D2

D2

D2

W2W2W2

100B

D1

D1

D1

103A

127A

E5

E5

122A

E3

E2

E4 A40.1

4' -2

13'-1 3/4"

E3

E3

9' -6

9'

-4

/2

8'-4"

5' -1

1/

2"

PELLET

A23.1

SF-6

SF-5

VE

RI

FY

'-0

VERIFY

10'-0"

'-0

22'-8"

E5

A31.12

10'-0" 14'-6 1/2"4'-6" 8'-10" 2'-11"

6'-2"9'-4"

12'-0"

4'-6"

5'-3"

4'-6" 1'-4"

12'-11"

'-6

'-1

1/ 2"

4'-11"

1'-8"

A21.3

NEW RAMP SEE SITE PLAN

E3 2x6

E4 2x6

6' -4

'-6

6'

0"

LEGEND:

EXISTING CONSTRUCTION

NEW WALL CONSTRUCTION

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

C :\R ev it

Lo ca l\2

S itk a

A dm in is tr at io n

O ffi ce

J M

B .r vt

/3 /2

:5

:4 P

M

2012232

CONSTRUCTION DOCUMENTS

A21.4

OFFICE - FIRST FLOOR PLAN

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1/8" = 1'-0"

OFFICE - FIRST FLOOR PLAN

N O R T H

OFFICE FLOOR PLAN NOTES

0' 4' 8' 16'

1 3 4 6

A

B

C

A33.1

A33.1

A31.1

A31.1

A31.1

A31.13

OPEN TO BELOW

ELEVATOR

'-0

'-0

VE

RI

FY

A33.1

A33.1

DN

QUIET

MEN

WOMEN

OFFICE

SM MTG.

OFFICE

DISPATCH

STOR

HALLWAY

OPEN OFFICE

OPEN OFFICE

A33.1

A33.1

125'-0" VERIFY

26'-0 3/4" 19'-8 1/4" 9'-3" 13'-5" 9'-9 1/4" 46'-9 3/4" (VERIFY)

A23.1 1 A70.2

D1

W1 W1

W1

D1

208 209 210

E5 D1

D1

D1

D1

D1

E3 2x6

E3

E3

E3

E3 2x6

E3 2x6

D1

LSL

D1

E1

A40.1

A40.1

A40.1

W1 W1 W1

W1

W1

W1W1W1W1W1W1W1

W1

W1

W1

STAIR

'-0

DN

A33.1

A33.1

E3 2x6

WORK AREA

9' -0

TV

W4

W4

'-6

/4

'-0

/4

8' -0

18'-8 3/4"

8' -9

/8

A50.1

D1

E3 2x6

E3 2x6

W1

ROOF BELOW

A31.12STAIR

SIM

4'-6"

4' -6

4'

-6

10'-7"

8' -0

5' -4

/2

RELOCATED SPRINKLER RISER

LEGEND:

EXISTING CONSTRUCTION

NEW WALL CONSTRUCTION

A

D

EP

A

R TMEN OFT GRICU L

T U R E

A

D

EP

A

R TMEN OFT GRICU L

T U R E

275 Fifth Street Suite 100

Bremerton, WA 98337

(360) 377-8773

Fax 792-1385 info@rfmarch.com

RFM Project Number:

SHEET:

TONGASS

ENGINEERING & RECREATION

SEAL

DESIGNED:

DRAWN:

REVIEWED:

DRAWING INFORMATION

REFERENCES

CONSTRUCTION DOCUMENTSMT

JB

JULY 7, 2014

GBSA KAT

T

S A

FE O LA

Reg i s t e r ed P r o f es s i ona l A r c h i t e c t

DAVID A. FERGUS

A-13860

49 TH

C :\R ev it

Lo ca l\2

S itk a

A dm in is tr at io n

O ffi ce

J M

B .r vt

/3 /2

:5

:5 P

M

2012232

CONSTRUCTION DOCUMENTS

A21.5

OFFICE - SECOND FLOOR PLAN

CO-LOCATED SITKA OFFICE RENOVATION

204 SIGINAKA WAY

SITKA, AK 99835

USDA FOREST SERVICE - TONGASS NATIONAL FOREST

1/8" = 1'-0"

OFFICE - SECOND FLOOR PLAN

N O R T H

OFFICE FLOOR PLAN NOTES

NOTE: ALIGN WINDOWS

WITH FIRST FLOOR WINDOWS

WHERE APPLICABLE

0' 4' 8' 16'

B

C

A33.1

A31.1

A31.1

A31.1

A31.13

A33.1

A33.1

5"

5"

5 7

A33.1

5"

3"

5"

RIDGE

DS DS

DS

DS

N

EW

R O

O

FI

N G

EX

IS

TI

N G

R O

O

FI

N G

N

EW

RO

O

F

EX

IS

TI

N G

C O

M

PO

S

IT

IO

N

S H

IN

G

LE

R O

O

FI

N G

NEW GUTTERS AND

DOWNSPOUTS

TYP. ENTIRE BUILDING.

A33.1

A33.1

DS

A35.3 NEW CONTINUOUS RIDGE VENT

A35.3

ROOF TO WALL VENT

AT LOW ROOF

A35.3

2 TYP NEW PLUMBING VENT STACK SEE PLUMBING FOR LOCATIONS

DS

7" / 12" 7" / 12"

RI

D

G E

VA

LL

EY

EXISTING ROOF AND ROOFING

BELOW TO REMAIN

DS

DS

DS

DS

NEW ROOF BELOW

BIOMASS BOILER CHINMEY

A35.3

ROOF TO WALL VENT

AT LOW ROOF

5" / 12"

A31.12

A35.3

WHERE RIDGE OCCURS

OVER VESTUBULE 100

A35.3

ROOF TO WALL VENT

PATCH ROOF AT

REMOVED MECHANICAL

PENETRATIONS TYP.

SEE DEMO PLANS

ATTIC

AREA

MIN REQUIRED FREE

VENTILATION AREA

(ATTIC AREA / 300)**

MIN HIGH VENTILATION

80%**

MIN LOW VENTILATION

20%**

4,833 SFA

B*

16.1 SF = 2,320 SQIN 1,856 SQIN 464 SQIN

GABLE LOUVERS

(EXISTING)

A, B, D* NA 3,192 SQIN >

2,314 SQIN, OK

FREE AREA/ VENT

A 534 SQIN > 464 SQIN, OK

ATTIC VENTILATION MINIMUM REQUIREMENTS

ATTIC HIGH VENTILATION PROVIDED

ATTIC LOW VENTILATION PROVIDED

3.14 SQIN/ VENT* 0

TOTAL FREE AREA

1,000 SF 3.4 SF = 480 SQIN 384 SQIN 96 SQIN

**1/300 IBC 1203.2 EXCEPTION 1

1,152 SQIN**

NEW ROOF/WALL

VENT

TOTAL FREE AREA

C* 284 SF 1 SF = 144 SQIN 115 SQIN 29 SQIN

TOTAL A, B, C: 2,314 SQIN

(EXIST) EAVE

VENTS

B

C

NEW EAVE VENTS

NA 36**

NA 20 (2 EACH JOIST

BAY)

113 SQIN > 96 SQIN, OK

62.8 SQIN > 19 SQIN, OK

*NO ATTIC THESE AREAS - VENTS TO BE EVENLY DISTRIBUTED THROUGHOUT AIR SPACES IN ALL JOIST BAYS SEE

ARCH DETAILS

*HIGH VENTS FOR NEW ROOF AREAS B AND C WILL BE IN EXISTING ATTIC AREA. AIR SPACES FOR NEW ROOF

VENILATION WILL CONNECT TO AND BE CONTIGUOUS WITH EXISTING ATTIC

** ASSUME 50% FREE AREA FOR EXISTING LOUVERS

*** NEW RIDGE VENT FREE AREA: 17 SQIN / LF @ 120 LF = 2,040 SQIN

**** NEW ROOF/WALL VENT FREE AREA: 8.5 SQIN / LF @ 14 LF = 119 SQIN

* 2" DIAMETER (3.14 SQ IN EA) VENTS

**PROVIDE MIN (2) 2" DIA. VENTS EACH JOIST BAY EAVE AND MAINTAIN CONTINUOUS VENTILATION UP TO

MAIN ATTIC SPACE

3.1…