Drawings_-_3_of_3.pdf

ANGLE

CHANNEL

DIAMETER

CENTER LINE

0 or °

PLATEP

L

AT@

BYX

AND&

POUND OR NUMBER#

PLUS OR MINUS+/-

FEET'

INCHES"

REFER TO CONSTRUCTION SPECIFICATION INSTITUTE,

UNIFORM DRAWING SYSTEM AND TO PROJECT

SPECIFICATIONS FOR REFERENCE STANDARDS &

ADDITIONAL ABBREVIATIONS

QUANTITY( )

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE OR

ACCESSIBILITY

ACCT ACCENT

ACOUST ACOUSTICAL

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

ADJT ADJACENT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ALT ALTERNATE

APC ACRYLIC PLASTER

CEILING SYSTEM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

ASPH ASPHALT

AUTO AUTOMATIC

AWI AMERICAN WOODWORKING

INST.

BBF STANDARD (2X) SMALL

DRAWERS OVER FILE DRAWER

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BM BEAM

B.O. BOTTOM OF

BRG BEARING

BSMT BASEMENT

CAB CABINET

CBB CEMENTITIOUS BACKER

BOARD

CFA COMPUTER FLOOR AREA

CHNLS CHANNELS

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMT-B CERAMIC MOSAIC TILE BASE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONSTR CONSTRUCTION

COORD COORDINATE

CPT CARPET

CSWK CASEWORK

CSI CONSTRUCTION

SPECIFICATIONS INSTITUTE

CTP CERAMIC TILE PAVERS

CUH CABINET UNIT HEATER

CWT CERAMIC WALL TILE

D DRYER (IN PLAN)

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM. DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

(E) EXISTING

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

ELEV/EL ELEVATION

ELEV ELEVATOR

ELEC ELECTRICAL

ENCL ENCLOSURE

ENGR ENGINEERED

EPF EPOXY POURED FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EX EXPOSED

EXH EXHAUST

EXP EXPANSION

EXP-JT EXPANSION JOINT

EXT EXTERIOR

EW EACH WAY

EWC ELECTRIC WATER COOLER

FBGL FIBERGLASS

FD FLOOR DRAIN

FDN FOUNDATION

OPG OPENING

OPP OPPOSITE

OV OVER

OFCI OWNER FURNISHED

CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

PEMB PRE-ENGINEERED METAL

BUILDING

PC PRECAST CONCRETE

PCV POLYVINYL CHLORIDE

PL PROPERTY LINE

PL PLATE

PLG PLUMBING

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PREFAB PREFABRICATED

POR PORCELAIN TILE

PT PRESSURE TREATED

PTN PARTITION

QT QUARRY TILE

R RISER

RAD RADIUS

RB RACQUETBALL

RB RUBBER BASE

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

RE: REFER/REFERENCE

REF REFRIGERATOR

REINF REINFORCED

REQ REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RM ROOM

R-NOSING RUBBER STAIR NOSING

RO ROUGH OPENING

ROW RIGHT OF WAY

RTFS RUN TRACK FLR SYSTEM

RTU ROOF TOP UNIT

SAT SUSPENDED

ACOUSTICAL TILE

SC SOLID CORE

SCHED SCHEDULE

S-CONC SEALED CONCRETE

SEAL SEALER

SECT SECTION

SF SQUARE FOOT/FEET

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SMACNA SHEET METAL AND AIR

CONDITIONING

CONTRACTOR

NATIONAL ASSOCIATION

SPEC SPECIFICATIONS

SPRL SPANDREL

SQ SQUARE

SS SOLID SURFACE

S-STL STAINLESS STEEL

ST STAIN

STA STATION

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STHG SHEATHING

STL STEEL

SUPPL SUPPLIED

SUSP SUSPENDED

STOR STORAGE

STR STRINGER

STRL STRUCTURAL

STRUCT STRUCTURE,

STRUCTURAL

SYM SYMMETRICAL

SYST SYSTEM

T TREAD (IN PLAN)

T TEMPERED (ON

WINDOW)

TB TACK BOARD

TBB TILE BACKER BOARD

TBD TO BE DETERMINED

T&B TOP & BOTTOM

TC TOP OF CURB

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPERED

THK THICKNESS

THLD THRESHOLD

T.O. TOP OF

T.O. B TOP OF BEAM

T.O. C TOP OF CONCRETE

ABBREVIATIONS

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FF&E FURNITURE, FIXTURES &

EQUIPMENT FG FINISH

GRADE

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN-FLR FINISH FLOOR

FIXT FIXTURE

FLD FIELD

FLR FLOOR

FLRG FLOORING

FO FACE OF

FOS FACE OF STUD

FR FIRE RESISTIVE

FR FRAME

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FT FOOT/FEET

FTG FOOTING

FURN FURNITURE

FUT FUTURE

GA GAUGE

GAL GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GHM GALVANIZED HOLLOW

METAL

GL GLASS

GLU LAM GLUE LAMINATED WOOD

GMGU GLASS MESH GYPSUM UNIT

GR GRADE

GYP BD/GWB GYPSUM BOARD

HB HOSE BIB

HC HOLLOW CORE

HDBD HARDBOARD

HDR HEADER

HDWR HARDWARE

HM HOLLOW METAL

HORZ/H HORIZONTAL

HPC HIGH PERFORMANCE

COATING

HRU HEATING ROOFTOP UNIT

HT/H HEIGHT

HTR HEATER

HVAC HEATING, VENTING & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INDIC INDICATOR

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

JST JOIST

KD KNOCK DOWN

KIT KITCHEN

LAM LAMINATE

LAV LAVATORY

LF LINEAR FOOT

LIN LINOLEUM

LRF LIGHT REDIRECTING FILM

LT LIGHT

MAT. MATERIAL

MANUF MANUFACTURE

MAX MAXIMUM

MB MARKER BOARD

MD METAL DECK

MDF MEDIUM DENSITY

FIBERBOARD

MECH MECHANICAL

MH MANHOLE

MISC MISCELLANEOUS

MIN MINIMUM

MIR MIRROR

MO MASONRY OPENING

MTD MOUNTED

MTG MEETING

MTL METAL

(N) NEW

N NORTH

NA NOT APPLICABLE

NAT NATATORIUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

NOM NOMINAL

NON-COM NON-COMBUSTIBLE

OC ON CENTER

OD OUTSIDE DIAMETER

OFC/OFF OFFICE

OH OVER HEAD

T.O. F TOP OF FLR/FOOTING

T.O. M TOP OF MASONRY

T.O. S TOP OF SLAB

T.O. STL TOP OF STEEL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

TYPE 'X' FIRE RATED GYPSUM BOARD

UBC UNIFORM BUILDING CODE

UL UNDERWRITER'S LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

VAR VARIES

VNR VENEER

VER/V VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

W WASHER (IN PLAN)

W WIRE GLASS (ON WINDOW)

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WH WATER HEATER

WI WROUGHT IRON

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-1

ABBREVIATIONS,

SYMBOLS, AND NOTES

JS

BRS

KH

0 2' 4' 8'

SCALE A

0 2' 4' 6'

SCALE C

0 1' 2' 4'

SCALE B

0 1' 2'

SCALE D

0 1'

SCALE E

01/2' 1' 2'

SCALE F

WOOD GLULAM

CARPET

RIGID INSULATION

BATT/LOOSE FILL INSULATION

GLASS

GYPSUM BOARD

PARTICLE BOARD

PLYWOOD

WOOD FINISH

NON-CONTINUOUS WOOD BLOCKING

CONTINUOUS WOOD BLOCKING

ALUMINUM

STEEL

CONCRETE BLOCK

SAND/MORTAR/PLASTER/GROUT

CONCRETE (PRECAST OR CAST IN PLACE)

GRAVEL/POROUS FILL

EARTH/COMPACT FILL

BRICK/STONE VENEER

TB MB

ELEVATION INDICATOR

WINDOW INDICATOR

ROOM DESIGNATION

WALL TYPE INDICATOR

DOOR INDICATOR

EXTERIOR ELEVATION

INDICATOR

DETAIL REFERENCE

PAINT FINISH INDICATOR

FLOOR FINISH INDICATOR

FINISH INDICATOR

FLOOR MATERIAL

TRANSITION INDIC.

REVISION

INDICATOR

ACCESSORY INDICATOR

CUBBIES;

RE: INT ELEVS

CORNER GUARD

WALL MOUNTED

FIRE EXTINGUISHER

BRACKET

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET

INTERIOR ELEVATION

INDICATOR

GYM EQUIPMENT:

WALL PADS

MARKER OR

TACKBOARD

RECESSED FLOOR

SLAB

1 1/2" = 1'-0"

A200

PLAN

A200

AXXX

VCT CPT

F.E.

BRACKET

F.E.C.

SURFACE

F.E.C.

SEMI-R

xxxx

DRAWING SCALE

SHEET WHERE

LOCATED

DETAIL NUMBER

ON SHEET

DRAWING TITLE

LEVEL CHANGE

INDICATORW5

VESTIBULE

A101

SIM

SHEET

WHERE LOCATED

DETAIL NUMBER ON

SHEET

SHEET

WHERE LOCATED

DETAIL NUMBER

ON SHEET

1i

A101

SIM

ASI

a

1i

T TEMPERED GLAZING

1i1i

GLAZING TYPE

S SPANDREL GLAZING

0"

GLAZING LOCATION

SHEET WHERE

LOCATED

DETAIL NUMBER

ON SHEET

DRAWING TITLE

SECTION INDICATOR

R12 ROOF TYPE INDICATOR

AUTOMATIC DOOR

OPENER ACTUATOR

ADO

SYMBOLS LEGEND MATERIALS LEGEND

SOLID SURFACEX

X

X

X

X

X

FLOOR TYPE INDICATORF1

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-2

ABBREVIATIONS,

SYMBOLS, AND NOTES

JS

BRS

KH

GENERAL NOTES

GENERAL REQUIREMENTS DRAWINGS AND DIMENSIONS CONSTRUCTION NOTESPARTITION NOTES

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL

CONTRACTORS, SUB-CONTRACTORS, MANUFACTURERS, SUPPLIERS:

CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS

YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE

REQUIREMENTS.

2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO

DISCIPLINES FOR THE CONVENIENCE OF THE GOVERNMENT. THE

SEPARATIONS USED HEREIN ARE USED ONLY FOR THE PURPOSES OF

CONVENIENCE AND REFERENCE, AND IN NO WAY DO THEY DEFINE OR

LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF

THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE

DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS

NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED

WHOLE.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS

CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL

PLACE AND TO ELIMINATE REDUNDANCY. DO NOT PRESUME THAT YOUR

SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS

DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND

SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF

DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE

ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE

OF WORK.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS

PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL,

STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY;

ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE

CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR

CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE

DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE

CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM

THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT

CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR

INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL

PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL M.E.

EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL

DETAILING OF SHAFTS, CHASES, AND SUCH.

6. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE

SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY

AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE

RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE

CO OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE

PROCEEDING WITH THE WORK.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

AND PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE

APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY

CONSTRUCTION OPERATIONS AT NO COST TO THE GOVERNMENT.

8 ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE

PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF

THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE

RULES AS THEY APPLY TO THIS PROJECT.

9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT,

LABOR, AND SERVICES NECESSARY TO COMPLETE THE WORK.

10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODE. REFER TO CODE ANALYSIS AND CODE

PLANS.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT

BETWEEN ALL TRADES.

12. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL

CONDUCT A WALK THROUGH INSPECTION WITH THE CO TO DETERMINE

IN WRITING THE CONDITION OF THE WORK ALREADY IN PLACE. THE

CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING

EQUIPMENT PRESENTLY IN PLACE THAT IS DAMAGED DURING

CONSTRUCTION.

13. CONTRACTOR SHALL SUBMIT CONFIRMATION OF ORDERED

MATERIALS OR ITEMS NECESSARY TO COMPLETE THE PROJECT WITH

PROJECTED DELIVERY DATE GREATER THAN FOUR WEEKS.

14. ALL SUB-CONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS

REQUIRED FOR ARCHITECTS APPROVAL PRIOR TO COMMENCING ANY

WORK.

15. SEAL AROUND ALL PENETRATIONS THROUGH EXISTING AND

PROPOSED FIRE RATED PARTITIONS. PROVIDE UL APPROVED

FIRESTOP SYSTEM TO MEET REQUIRED RATING.

1. PROVIDE AND INSTALL ALL BLOCKING STIFFENERS, BRACING, BACK-

UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE

INSTALLATION OF ALL CASEWORK AND OF ALL FLOOR MOUNTED OR

SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

2. COORDINATE METAL STUD GAUGE WITH PRE-APPROVED EQUIPMENT

ANCHORAGE. WHERE A DISCREPANCY OCCURS, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN.

3. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL TELEPHONE, OR

OTHER OUTLETS, EXCEPT WHERE SPECIFICALLY SHOWN.

4. PROVIDE ACOUSTIC (SOUND) SEALANT AT NON-RATED WALLS AND

FIRE-RATED SEALANT AT SMOKE PARTITION AND AS REQUIRED BY TEST

NUMBER.

1. DO NOT SCALE THE DRAWINGS.

2. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK OR TO FACE

OF STUD UNLESS NOTED OTHERWISE.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING THE CO IMMEDIATELY SHOULD ANY DISCREPANCIES BE

FOUND IN THE DRAWINGS AND SPECIFICATIONS.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL

FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS

PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK

INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE CO PRIOR TO

PROCEEDING WITH THE WORK.

5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL

CONSTRUCTION WORK BEGINS. ANY INDICATION OF PROJECT LIMITS

OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF

THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY.

6. SEE GENERAL NOTES ON ALL 'A' SERIES DRAWINGS FOR

INFORMATION RELATED TO PLANS AND DETAILS ON THOSE SHEETS.

7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS

OF CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

8. CONTRACTORS AND ALL SUB-CONTRACTORS SHALL FIELD VERIFY

ALL DIMENSIONS PRIOR TO FABRICATION AND/OR ORDERING OF

MATERIALS.

9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST

BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK,

FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE

CO OF ANY DISCREPANCY.

10. REFER TO THE COURAL REFLECTED CEILING PLAN FOR EXACT

LOCATIONS OF ALL CEILING FIXTURES. REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR COMPLETE CONSTRUCTION

REQUIREMENTS.

11. ARCH, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE

EXPOSED DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION

IN A CONTROLLED PATTERN. THE CONTRACTOR MUST RELY ON ALL

OF THESE DISCIPLINES TO COMPLETE THE WORK AND SHOULD

NOTIFY THE CO OF ANY DISCREPANCIES.

12. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF

ALL TRADES INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE

CEILING PLENUMS. MECHANICAL, ELECTRICAL, AND STRUCTURAL

SHARE THIS SAME SPACE. EACH SUB CONTRACTOR IS TO REVIEW THE

REQUIREMENTS OF THEIR WORK WITH THE AWARENESS OF THE

OTHER TRADES THAT NEED TO SHARE THESE SPACES AND MUST NOT

ASSUME THAT THEIR INSTALLATION HAS BEEN CONSIDERED IN THE

DESIGN AND SHOP DRAWINGS OF THE OTHER TRADES.

1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT

CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS

(TYPICALLY THE FIRST MANUFACTURER LISTED UNDER "ACCEPTABLE

MANUFACTURERS" IN THE SPECIFICATIONS). DIMENSIONS AND DETAILS

FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY

INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS MAY ALSO BE ACCEPTABLE. THEREFORE, ACTUAL

INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE

SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS

FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING

PARTITION THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS),

AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING

CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY

BECAUSE OF THESE DIFFERENCES.

2. PROVIDE SOLID BLOCKING WITHIN PARTITIONS AT ALL LOCATIONS

WHERE ITEMS WILL BE MOUNTED ON PARTITIONS INCLUDING, BUT NOT

LIMITED TO: ACCESSORIES, CASEWORK TRIM, FLASHING, WALL

MOUNTED EQUIPMENT, TACK/BULLETIN/MARKER BOARDS, ETC.

3. ALL WOOD BLOCKING SHALL BE FIRE-RETARDANT WOOD.

4. MAINTAIN RATING AT ALL BLOCKOUTS FOR ALL FIRE EXTINGUISHERS

AND TOILET ACCESSORIES THAT ARE TO BE INSTALLED IN RATED

WALLS.

5. PROVIDE 24" X 24" ACCESS PANELS IN PARTITIONS WHERE REQUIRED

FOR MECHANICAL EQUIPMENT EXCEPT WHERE SIZES ARE OTHERWISE

NOTED.

6. PROVIDE GYPSUM BOARD CONTROL JOINTS IN PARTITIONS AND

CEILINGS AT 30'-0" MAX SPACING. COORDINATE TO MEET FIRE

RESISTIVE RATINGS OF THE ASSEMBLY, FIRESTOP JOINTS AT RATED

PARTITIONS. SUB-CONTRACTOR MUST PROVIDE A SUBMITTAL FOR JOINT

MATERIAL.

7. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHERE DISSIMILAR

MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER AND WHERE

THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED

OTHERWISE ON THE DRAWINGS.

8. FIREBLOCK ALL CONCEALED SPACES, SOFFITS, SHAFTS, CHASES AND

CEILING AREAS PER REQUIREMENTS OF THE IBC AND THE LOCAL

JURISDICTION'S AMENDMENTS.

9. PROVIDE CONTINUOUS PERIMETER BUILDING INSULATION AT ALL

EXTERIOR WALLS FROM SLAB TO ROOF DECK.

10. PROVIDE SLIP JOINT CONNECTIONS AT PARTITIONS THAT EXTEND TO

STRUCTURE ABOVE. PROVIDE BRACING ABOVE AS REQUIRED. REFER

TO STRUCTURAL DRAWINGS AND TO SLIP JOINT DETAILS.

11. ASSUME LEVEL 4 FINISH FOR ALL GYPSUM BOARD PARTITIONS,

UNLESS NOTED OTHERWISE.

12. ALL VERTICAL AND HORIZONTAL PIPES, CONDUITS, DUCTS, ETC. IN

FINISHED ROOMS OR AREAS THROUGHOUT THE BUILDING SHALL BE

FURRED IN TO MATCH THE ROOM FINISH, UNLESS OTHERWISE NOTED.

13. WHERE MECHANICAL WORK PENETRATES ANY COMPONENT OF A

FIRE-RATED ASSEMBLY, PROVIDE THE APPROPRIATE FIRE AND/OR

SMOKE DAMPERS. IF IT IS NOT CLEAR WHETHER DUCTWORK

PENETRATES A PORTION OF THE RATED ASSEMBLY, OBTAIN

CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING. SEAL AROUND

ALL PENETRATIONS THROUGH PROPOSED FIRE RATED PARTITIONS.

PROVIDE UL APPROVED FIRESTOP SYSTEM TO MEET REQUIRED RATING.

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

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C

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J

9.

5.

C \D

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-3

ABBREVIATIONS,

SYMBOLS, AND NOTES

JS

BRS

KH

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

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IN

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\R E

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D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-4

CODE ANALYSIS

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CHAPTER 29 - Plumbing Systems

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 Refer table of the project plumbing fixtures counts

Fire Partitions – 708 NA (1020.1, Exception 4: A fire resistance rating is not required for corridors in an occupancy in Group B that is a space requiring only a single means of egress complying with section 1006.2)

Shaft Enclosures – 713 Main stair does not require shaft enclosure per 1019.3, exception 1: Exit access stairways and ramps that serve or atmospherically communicate between only two stories.

Ducts & Air Transfer Openings – 717 717.6.3: A shaft enclosure in accordance with 713 shall be provided at duct openings.

Concealed Spaces - 718 Fireblocking in accordance with 718.2 between floor levels

Thermal and Sound Insulating Materials - 720 Insulating materials, where concealed or exposed as installed in buildings of any type of construction, shall have flame spread index of not more than 25 and a smoke-developed index of not more than 450.

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

B Business (primary) S-1 Storage (incidental, non-separated)

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

Allowable Building Height: 40’ (B-occupancy, non-sprinklered, Type VB)

Allowable Number of Stories: 2 (B-occupancy, non-sprinklered, Type VB)

Allowable Building Area (At): B-Occupancy (SM): 9,000 GSF per floor

**Sprinkler increase not required **Frontage increase not required

CHAPTER 6 - TYPES OF CONSTRUCTION

Table 601 - Type VB Primary structural frame: 0 hr Bearing Walls -Exterior: 0 hr Bearing walls - Interior: 0 hr Exterior Nonbearing Walls: see Table 602 values below.

Interior Nonbearing Walls: 0 hr Floor Construction: 0 hr Roof Construction: 0 hr

Table 602 - Type VB Fire Separation Distance:

X ≥ 30 = 0 hr 10 ≤ X < 30 = 1 hr 5 ≤ X < 10 = 1 hr X < 5 = 1 hr

CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES

Fire Resistance Rating of Structural Members - 704

NA

Exterior Wall Projections – Table 705.2 Not permitted where FSD is 2' or less.

FSD of 30' or greater = projections allowed up to 20'

Allowable Area of Openings (per story) – Table 705.8 X < 3 = Not Permitted 5 < X < 3 = 15% 10 < X < 5 = 25% 15 < X < 10 = 45% 20 < X < 15 = 75% 25 < X < 20 = No Limit 30 < X < 25 = No Limit X > 30 = No Limit

Fire Walls – Table 706.4 – 3 hr (B-occupancy, Type VB)

NA

JEMEZ RANGER DISTRICT OFFICE

Project Location: Jemez Springs, NM 87025 Santa Fe National Forest Date: 3/08/2019 By: John Simon, BRS Architecture

CODES OF JURISDICTION:

· 2018 International Building Code

· 2018 International Structural Code

· 2017 National Electric Code

· 2018 International Plumbing Code

· 2018 International Mechanical Code

· 2018 International Fire/Life Safety Code

· 2018 International Energy Conservation Code

· 2018 International Fuel & Gas Code

· NFPA Fire Codes (Vol. 1-16), 101

· ICC/ANSI A117.1-2009 Accessibility Standards

· ADAAG

· 2013 ASHRAE 90.1

PROJECT DATA SUMMARY

Construction Type: VB - Office (non-separated) Number of Stories: 2 Occupancy Types: B (Primary), S-1 Building Square Feet:

Main Level - 4,534 GSF Second Level - 3,786 GSF Total - 8,320 SF

IECC Compliance Method: Prescriptive Automatic Sprinkler Systems: No Fire Alarm & Detection: Yes - Manual Occupancy Load: Based on net square feet, calculated per requirements of NFPA - See Code Plans

Load Factor: 150 (NFPA 101 Table 7.3.1.2) Occ Load: 72 (2 exits required, 3 exits provided)

1st Floor: 44 Occupants (1 exit required) 2nd Floor: 28 Occupants (1 exit required)

CHAPTER 8 - Interior Finishes

Section 803 Wall & Ceiling Finishes All interior finish materials meet the minimum required fire performance and smoke development rating per section 803.

Section 803.1.1 Interior Wall and Ceiling Finish Materials Interior wall and ceiling finish materials shall be classified in accordance with ASTM E 84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke development indexes.

Class A - Flame Spread Index 0-25: Smoke-Developed index 0-450 Class B - Flame Spread Index 26-75: Smoke-Developed index 0-450 Class C - Flame Spread Index 76-200: Smoke-Developed index 0-450

Refer to Code Plans for locations. Refer to drawing interior elevations and finish schedule for materials being used.

Project Requirements:

Interior exit stairways and ramps and exit passageways: Class A Corridors and enclosure for exit access stairways and ramps: Class B Rooms and Enclosed Spaces: Class C

CHAPTER 9 - Fire Protection

Section 903.2 Sprinkler Systems Where Required Automatic Sprinkler System

NA

Section 904 Alternative Automatic Fire-Extinguishing System

NA

Section 905 Standpipe Systems

NA

Section 906 Portable Fire Extinguishers Where Required.

Re: Code Plans for locations. Fire extinguishers shall be located within 75' of any portion of the building. Drawings indicate proposed locations, and shall be field approved by fire department prior to install.

CHAPTER 10 - Means of Egress

Section 1005.1 Means of Egress Sizing B Occupancy (non-sprinklered) Stairways - .3" / Occupant Other Egress Components - .2" / Occupant

Section 1007 Exit Arrangement Where two exits are required, they shall be placed a distance apart equal to not less than one half of the length of the diagonal dimension of the building or area served.

Section 1016 Exit Access Travel Distance B Occupancy (non-sprinklered)

Maximum Exit Access Travel Distance 200' Maximum Common Path of Travel 75'

NFPA SPECIFIC CODE CONSIDERATIONS

7.5.1.3.2 Separation of Exits

Where two exits are required, they shall be located at a distance not less than one half the length of the maximum overall diagonal.

7.5.1.3.5: Exits shall be exempt from diagonal requirements where they are located in accordance with 7.5.1.3.1 7.5.1.3.1: Where more than one exit is required, such exits shall be remotely located from each other and shall be arranged to minimize the possibility that more than one has the potential of being blocked by any one fire or other emergency condition.

7.5.4.4 Area of Refuge

Where an exit stair is used as an accessible means of egress it shall incorporate an area of refuge within an enlarged story level landing or be accessed from an area of refuge.

8.6.5 Required Fire Resistance Rating

Minimum fire resistance rating for the enclosure of floor openings enclosures in new construction is 1 hr.

38.2.5.3.2 Common Path of Travel

Common path of travel shall not exceed 100' within a single tenant space having an occupant load not exceeding 30.

38.2.6.2 Maximum Travel Distance

Travel distance shall not exceed 200'

IECC - 2018

IECC Prescriptive Insulation Requirements:

Roof - R30 (Insulation above deck) Wall - R13 + R3.8 CI Glazing

East/South/West Orientations = SHGC .425, .38 U Value = 1" IGU w/ Low-E Coating (SN 68) on #2 Surface North Orientation = SHGC .57, .51 U Value = 1" IGU w/ Low E Coating (SN 68) Coating on #2 Surface

FE

92'

UP

FE

12'

EXIT DOOR

35" 9"

EXIT DOOR

35" 4"

EXIT DOOR

30" 14"

BUSINESS OCCUPANCY - 150/SF GROSS (IBC/NFPA)

3360 TOTAL SQUARE FEET = 24 OCCUPANTS

-INDICATED BY DIAGONAL LINES-

BUSINESS OCCUPANCY

CONF - 30/SF GROSS

(NFPA)

576 TOTAL SQUARE

FEET = 20 OCCUPANTS

-INDICATED BY

VERTICAL LINES-

TOTAL OCCUPANTS ON FIRST LEVEL = 44

1 EXIT REQUIRED PER OCCUPANT LOAD,

COMMON PATH OF TRAVEL LIMITATIONS NECESSITATE TWO EXITS

MAXIMUM EXIT

PATH OF TRAVEL

DISTANCE = 114'

MAXIMUM

ALLOWED = 200'

LONGEST COMMON PATH OF TRAVEL = 31'

MAXIMUM = 75' (PER IBC)

1 HR RATED CEILING ASSEMBLY AT

UNDERSIDE OF STAIR AND LANDING:

4" WOOD STUDS AT MAX 16" OC

SPACING, W/ 5/8" TYPE X GYP BD

PER IBC 722.6

FIRE RATED DOORS ON

MAGENTIC HOLD OPENS

1 HR RATED ELEVATOR ENCLOSURE

RATED

CONSTRUCTION

IN THIS ROOM

PER USFS

REQUIREMENTS,

NOT CODE

CODE LEGEND

1 HOUR RATED _________

EXITING LOAD AND

DIRECTION OF TRAVEL

PANIC HARDWARE

ALARMED PANIC

HARDWARE

SUBTOTAL EXITING LOAD &

DIRECTION OF TRAVEL

FIRE EXTINGUISHER

EXIT LIGHT (SHADED

QUADRANT INDICATES

FACE(S) OF FIXTURE)

EXIT DOOR

A B

C

A - EGRESS WIDTH

B - REQUIRED EGRESS WIDTH

(.2" PER OCCUPANT - 1005.3.2)

C - OCCUPANT LOAD SERVED

EXIT ARRANGEMENT

SEPARATION

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-5

FIRST FLOOR CODE PLAN

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SCALE AAO0-5

FIRST FLOOR CODE PLAN1 0 2' 4' 8'

SCALE A

91'

51'

UP

FE

12'

AO7-2

BUSINESS OCCUPANCY - 150/SF GROSS (IBC/NFPA)

3082 TOTAL SQUARE FEET = 21 OCCUPANTS

-INDICATED BY DIAGONAL LINES-

BUSINESS OCCUPANCY

CONF - 30/SF GROSS

(NFPA)

193 TOTAL SQUARE

FEET = 7 OCCUPANTS

-INDICATED BY

VERITCAL LINES-

TOTAL OCCUPANTS ON SECOND LEVEL = 28

1 EXIT REQUIRED PER OCCUPANT LOAD,

COMMON PATH OF TRAVEL LIMITATIONS NECESSITATE TWO EXITS

LONGEST COMMON PATH OF TRAVEL = 41'

MAXIMUM = 75' (PER IBC)

MAXIMUM TRAVEL DISTANCE = 85'

MAXIMUM ALLOWED = 200'

1 HR RATED WALLS STAIR ENCLOSURE

30" X 48" AREA OF REFUGE PER IBC 1009.3.3

1 HR RATED

SHAFT

ENCLOSURE PER

IBC 713.4

FIREBLOCKING IN ACCORDANCE W/ IBC 718.2.1

FIREBLOCKING IN ACCORDANCE W/ IBC 718.2.1

FIREBLOCKING IN

ACCORDANCE W/ IBC 718.2.1

1 HR RATED CEILING ASSEMBLY AT

UNDERSIDE OF STAIR: 4" WOOD

STUDS AT MAX 16" OC SPACING, W/

5/8" TYPE X GYP BD PER IBC 722.6

FIRE RATED DOORS ON

MAGENTIC HOLD OPENS

RATED ASSEMBLY

AER-09038 (1 HOUR)

ABOVE STAIR

ENCLOSURE

CODE LEGEND

1 HOUR RATED _________

EXITING LOAD AND

DIRECTION OF TRAVEL

PANIC HARDWARE

ALARMED PANIC

HARDWARE

SUBTOTAL EXITING LOAD &

DIRECTION OF TRAVEL

FIRE EXTINGUISHER

EXIT LIGHT (SHADED

QUADRANT INDICATES

FACE(S) OF FIXTURE)

EXIT DOOR

A B

C

A - EGRESS WIDTH

B - REQUIRED EGRESS WIDTH

(.2" PER OCCUPANT - 1005.3.2)

C - OCCUPANT LOAD SERVED

EXIT ARRANGEMENT

SEPARATION

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

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SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-6

SECOND FLOOR CODE

PLAN

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SCALE AAO0-6

SECOND FLOOR CODE PLAN1

0 2' 4' 8'

UP

R E

F

UP

DRAWING TITLE

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DESIGNER

CHECKED

ARCHIVE NO.

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SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-7

SPACE UTLIZATION PLAN

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OFFICE SPACE (LIGHT GRAY TONE): 1947 SF

SUPPORT SPACE (VERTICAL LINES): 3311 SF

NET AREA: 5258 SF

CIRCULATION SPACE (DIAGONAL LINES):2533 SF

RENTABLE AREA: 7791 SF

CIRCULATION / RENTABLE SF = CIRCULATION FACTOR

2533 / 7791 = .33

51 EMPLOYEES X 150 SF/PERSON = 7650 SF

+ SPECIAL SPACES:

ARCHAEOLOGY STORAGE 55 SF

SECURE STORAGE 90 SF

CONFERENCE STORAGE 80 SF

LEO STORAGE 20 SF

MECH/ELEC 225 SF

VESTIBULE 60 SF

VISTOR AREA 470 SF

COUNTING ROOM 95 SF

PLOTTER/GIS 100 SF

SERVER ROOM 95 SF

TOTAL ALLOWABLE AREA: 8940 SF

DRAWING TITLE

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DESIGNER

CHECKED

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JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO0-8

3D VIEWS - FOR

REFERENCE ONLY

JS

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PERSPECTIVE VIEWS ARE FOR REFERENCE ONLY - NOT TO SCALE

PERSPECTIVE OF SOUTH FACADE PERSPECTIVE OF NORTH FACADE

PERSPECTIVE OF MAIN ENTRY

PERSPECTIVE OF SOUTH WEST CORNER OF BUILDING

W1040

W1041 W1043

4" WOOD STUD WALL (STC 32)

4" WOOD STUD WALL w/ INSULATION (STC 34)

6" WOOD STUD WALL (STC 32)

4" WOOD STUD CHASE WALL

5/8" GYP. BD.

USE TYPE 'X' GYP.

BOARD ON

ASSEMBLIES

NOTED IN CODE

PLANS AS FIRE

RATED

WOOD STUDS

5/8" TYPE 'X'

GYP. BOARD

WOOD STUDS

INSULATION

5/8" GYP. BD.

3 1/2" NOMINAL

WOOD STUDS;

RE: STRUCT.

S H

A F

T S

ID

E

O F

W A

L L

PLUMBING CHASE WALL

5/8" GYP. BD.

3 1/2" NOMINAL

WOOD STUDS

INSULATION

W1044

NOTES:

1. AVOID PENETRATING THIS

WALL WITH ELEMENTS THAT

CROSS FROM ONE SPACE TO

ANOTHER; SUCH AS

PIPEWORK, DUCTWORK OR

CONDUIT.

2. MECHANICAL CONNECTION

BETWEEN THE TWO SIDES OF

THE WALL IS NOT ALLOWED.

3. OTHER MATERIAL CAN

REPLACE THE SUGGESTED

GYP BD AS LONG AS THE

OVERALL SURFACE REMAINS

AT 2.1 POUNDS PER SF PER 5/8'

GYP LAYER

4"

EXTEND ALL GYP. BD.

LAYERS & FRAMING TO

UNDERSIDE OF STRUCTURE

ABOVE FOR ACOUSTICS

W1060

W1063 6"" WOOD STUD CHASE WALL

W1061 6" WOOD STUD WALL w/ INSULATION (STC 34)

W2080

7 5/8" NOMINAL CMU

1 1/2" Z-FURRING

5/8" GYP BOARD

5/8" GYP. BD.

3 1/2" WOOD STUDS

3/4" TYPE ACX FIRE

RETARDANT

PLYWOOD

W1040P 4" WOOD STUD WALL W/ PLYWOOD

8" CMU WITH GYP BOARD

UL U305 - 1 HR

6" WOOD STUD WALL - SHEAR

RE: STRUCTURAL

1 HR RATED

5/8" TYPE 'X'

GYP. BOARD

WOOD STUDS

W1060S UL WP-3341 - 1 HR

SHEAR SHEATHING

LAYER, RE:

STRUCTURAL

6" WOOD STUD WALL - 1 HR RATED (STC 32)W1060R

4" WOOD STUD WALL - 1 HR RATED (STC 32)W1040R

W1061R 6" WOOD STUD WALL w/ INSULATION - 1 HR RATED (STC 34)

W1041R 4" WOOD STUD WALL w/ INSULATION - 1 HR RATED (STC 34)

UL U305 - 1 HR

NOTE: AT IT ROOM PROVIDE 3/4" TYPE ACX FIRE

RETARDANT PLYWOOD ON THE IT ROOM SIDE OF THE WALL

INSTEAD OF GYP. BOARD

W1068

EXTERIOR WALL - METAL PANEL &

WOOD STUDS

5/8" GYP. BD.

5 1/2" NOMINAL

WOOD STUDS; RE:

STRUCT.

R-19 BATT

INSULATION

METAL PANEL

SYSTEM - CORTEN

STEEL

W1078 EXTERIOR WALL - STUCCO & WOOD

STUDS

3 COAT STUCCO

SYSTEM

1/2" SHEATHING

3 1/2" NOMINAL

WOOD STUDS

1 1/2" INSULATED

SHEATHING; R-6

5 1/2" NOMINAL

WOOD STUDS; RE:

STRUCT.

5/8" GYP BOARD

W1069

EXTERIOR WALL - STUCCO & WOOD

STUDS

3 COAT STUCCO

SYSTEM

1 1/2" INSULATED

SHEATHING; R-6

(W1069) 6" (W1089) 8"

NOMINAL WOOD

STUDS; RE:

STRUCT.

5/8" GYPSUM

BOARD

R-13 MIN. BATT

INSULATION

W2085B EXTERIOR WALL - CMU & STUCCO

2 " RIGID

INSULATION

8" CMU

R-13 MIN. BATT

INSULATION

1 1/2" INSULATED

SHEATHING; R-6

METAL LATH

WEATHER

BARRIER WEATHER BARRIER

METAL LATH

WEATHER BARRIER

DRAINAGE SCREEN

PER STUCCO MFR

W2085A

2 " RIGID

INSULATION

8" CMU

WEATHER BARRIER

METAL LATH

EXTERIOR WALL - CMU & STUCCO

1' - 0 1/2"

2X2 TREATED FURRING

1/2" PLYWOOD SHEATHING

1' - 0 1/2" 10 1/2"

W1089

METAL LATH

3 COAT STUCCO

SYSTEM

3 COAT STUCCO

SYSTEM

DRAINAGE SCREEN

PER STUCCO MFR

1/2" SUB-GIRT,

RUNNING

HORIZONTALLY

1 1/2"

1/2"

1 1/2" 5 1/2" 5/8"

9 5/8"

1 1/2" 5 1/2" 5/8"

8 1/2"

1/2" 3 1/2" 1 1/2" 6 1/8" 2" 7 5/8"

2" 7 5/8" 1 1/2"1/2"

AIR & MOISTURE

BARRIER PER

STUCCO MFR.

AIR BARRIER PER

STUCCO MFR

AIR BARRIER PER

STUCCO MFR

AIR & MOISTURE

BARRIER PER

STUCCO MFR.

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PHASE TWO

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JEMEZ RANGER DISTRICT

07/01/2019

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WALL TYPES

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E X

T E

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R P

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IO

N

S

F2SLAB ON GRADEF1 3/4" SHEATHING W/ GYPCRETE

CONCRETE SLAB,

RE: STRUCTURAL

FOR DEPTH

FINISHED FLOOR,

RE: FINISH PLAN

PLYWOOD

SHEATHING,

GRADE A

GYPCRETE

RE: GEO-TECH FOR

SUBGRADE

REQUIREMENTS

FINISHED FLOOR,

RE: FINISH PLAN

UNDERSLAB

VAPOR RETARDER

R1 R3STANDING SEAM OVER INSULATION W/

PLYWOOD ROOF DECK

(RE: ROOF PLAN FOR SLOPE)

MEMBRANE ROOFING

(RE: ROOF PLAN FOR SLOPE)

STANDING SEAM METAL

ROOF

1/2" NAILER BOARD

SHEATHING

R-30 POLY-

ISOCYANURATE

BOARD INSULATION

3/4" PLYWOOD ROOF

DECK

3/4" PLYWOOD ROOF

DECK

R-30 RIGID

INSULATION

MEMBRANE ROOF

VAPOR RETARDER

MEMBRANE (ICE AND

WATER SHIELD) SEAL

SEAMS TYP. MIDPOINT

STANDING SEAM METAL

ROOF

1/2" NAILER BOARD

SHEATHING

POLY-ISOCYANURATE

BOARD INSULATION-

CUT TO MATCH

THICKNESS FOR

CONSISTANT METAL

ROOF PLANE

2" TONGUE AND

GROOVE ROOF DECK

VAPOR RETARDER

MEMBRANE (ICE AND

WATER SHIELD) SEAL

SEAMS TYP. MIDPOINT

STANDING SEAM OVER INSULATION W/

PLYWOOD ROOF DECK

(RE: ROOF PLAN FOR SLOPE)

R2

1/4" COVER BOARD

VAPOR RETARDER

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JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

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FLOOR & ROOF TYPES

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R O

O F

T Y

P E

S F

L O

O R

T Y

P E

S

CR

CR CR

CR

CR

CR

C R

C R

UP

AO3-3

AO3-1

AO3-4 1

VISITOR/REC

LARGE CONF B

104b

CONF. STOR

104c

SERVER

116b

MECH/ELEC/

JANITOR

RR 1

ELEV

ARCH STOR

SECURE

STORAGE

CIRC.

101a

AO3-10

AO3-12

AO3-11

VESTIBULE

RANGER

VIS

AO5-1

AO5-2

L.E.O.

FOCUS/ COUNT

RR 2

COPY/ MAIL

OPEN WORK

AREA

COLLABORATE

101a

104b

116b 115

104c

109B

LARGE CONF A

104a

AO3-21

AO5-5

AO6-1

AO6-2

AO6-23 2

100A

654.543

E

D

C

B

A.1

1.1

I-A

A

A

A

A

A A

D

C

C

BI-B

I-D

K

AAAA

AO4-1

AO6-4

W1069

W1078

W1069

W1069 W1069

W1078

W1078

W1078 W2085B

W2085B

W1078

W1060R

W1040

W1060S

W1040P

W1040P

W1040

W1040

W1060S

W1040

W1040P

W1040

W1060S

W1060S

W1060S

AO7-5

4' - 6 13/32"

104a

AO6-3

AO7-5

AO7-5

AO7-5

AO7-5

B.5

AO7-2

AO7-2

AO7-2

AO6-4

AO6-4

AO6-4 54

113A 113B

109B

W1060S

W1069

W1060

W1040

W1040

W1040

W1060S

F1F1

W1040

W1040R

W1040

W2080

W1060S

W1044

W1040

W1060S

W1060S

W1040

W1060S

I-C

IA

100' - 0"

W1060S W1060

W1078

DRINKING

FOUNTAINS

MOP SINK

OPERABLE

PARTITION

100' - 0" 103' - 3"

CARD

READER, TYP

SECURITY

CAMERA, TYP

W1060S

E Q

E Q

MARKER BOARD

SOLID BLOCKING TO FULL

HEIGHT AT OPERABLE

PARTITION TERMINATION

POINT

WALL MOUNTED

TELEVISION, PROVIDE

BLOCKING AS NEEDED.

WALL MOUNTED

TELEVISION, PROVIDE

BLOCKING AS NEEDED.

10' - 11 1/2"

E Q

E Q

UP

PANEL, RE:

ELECTRICAL

AC, RE: MECH.

RECYCLING

BINS, NIC

WORK COUNTER

SEE MEP DRAWINGS

FOR EQUIPMENT

INFORMATION

AO7-8

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO1-1

FIRST FLOOR PLAN

MM/JS

BRS

KH

0 2' 4' 8'

SCALE ASCALE AAO1-1

FIRST FLOOR PLAN1

E

F

FE

DN

AO3-3

AO3-1

AO3-4 1

ELEV

BREAK

MEN'S RR

WOMEN'S RR

AO3-10

AO3-12

AO3-11

FOCUS

HUDDLE

WELLNESS

202a

PLOTTER / GIS /

SUPPLY

G R

O U

P S

T O

R A

G E

CIRCULATION

STAIR 2

AO3-21

OPEN WORK

AREA

AO5-2

AO5-1

AO5-5

AO6-1

AO6-5

654.543

E

D

C

B

A.1

1.1

ROOF ACCESS

LADDER

I-E

I-F

E

E

E

E E

F

H G

D

F2

J

AO6-5 3

AO4-1

AO6-5 5

AO6-2

AO6-2 5

AO6-3

AO7-5

AO7-5

AO7-5

B.5

AO7-10

AO6-6

AO6-5 2

AO6-6

AO7-8

200A

200B

W1068

W1068

W1068

W1068

W2085B

W2080

W2085B

W1078

W1069

W1060S

W1068

W1060

W1060

W1060R

W1060S

W1040

W1040W1040

W1060

113' - 0"

113' - 0"

W1060R

W1040

202a

W1040

W1040

W1043 W1043

ROOF AND

CANOPY BELOW

W1040

W1040

W1040

W1040

W1040W1040

W1040

W1043

W1040R

E Q

E Q

"MARKER BOARD

SHEET WATERPROOFING

UNDER TILE AT MEN'S AND

WOMEN'S RESTROOMS

NOTCH CANOPY METAL

ROOFING AND ROOF

DECK AT DOWNSPOUT

PENETRATION

W1040R

AO7-8

PRINTER, NIC

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO1-2

SECOND FLOOR PLAN

MM/JS

BRS

KH

1/4" = 1'-0"AO1-2

SECOND FLOOR PLAN1 0 2' 4' 8'

CR

CR CR

CR

CR

CR

C R

C R

UP

VISITOR/REC

LARGE CONF B

104b

CONF. STOR

104c

SERVER

116b

MECH/ELEC/

JANITOR

RR 1

ELEV

ARCH STOR

SECURE

STORAGE

CIRC.

101a

VESTIBULE

RANGER

VIS

2' - 2 7/8"

3' - 5 1/2" 4' - 0" 4' - 0" 4' - 0"

2' - 0 1/2"

3' - 1 1/2" 4' - 0" 4' - 0" 4' - 0" 2' - 4 1/2"

1' - 8"

LARGE CONF A

104a

OPEN WORK

AREA

COPY/ MAIL

FOCUS/ COUNT

L.E.O.

COLLABORATE

/4

/4

/2

/2

/2

2' - 5 3/4" 4' - 0" 3' - 11 7/8" 4' - 0"

3' - 0 3/8" 1' - 2 5/8" 11' - 9" 4' - 6 3/8"

10 7/8"

3' - 4"

1' - 0 5/8"

7' - 6 5/8" 8 7/8" 8' - 2" 9' - 8 1/2" 12' - 0 1/2" 5"

/2

1' - 7 1/2"

27' - 0"

1' - 7 1/2"

0"

654.543

E

D

C

B

A.1

1.1

/4

/2

/4

/2

/2

/2

/8

/8

/8

/2

/8

B.5

78' - 6 1/8"

RR 2

3' - 5" 5' - 2" 3' - 5 5/8"

/2

1' - 6" 4' - 0" 3' - 5 7/8"

/2

15' - 11 1/2"

1' - 6 1/2"

4' - 7 1/8" 3' - 0" 10 3/8"

3' - 4 3/4"

1' - 6 1/2"

1' - 2"

3' - 5 1/2"

2' - 2 1/2"

10' - 8" 1' - 2 5/8"

1' - 6 1/2" 5' - 1" 3' - 3 1/2" 9' - 1 1/2"

1' - 2 5/8"

5' - 0 3/4"

7' - 3 5/8" 3' - 3" 4' - 11" 5' - 1 3/4" 4' - 6 3/4" 3' - 9 1/8"

2' - 2 3/8"

6' - 1 1/8"

2' - 2 1/2"

9 7/8"7' - 4 1/4" 3' - 0" 2' - 11 3/4"

/2

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

/4

26' - 3 5/8" 3' - 4"

1' - 0 1/4"

3' - 6 1/8" 5' - 3 7/8"

/8

/8

8' - 5 5/8"

/2

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO1-3

FIRST FLOOR DIMENSION

PLAN

MM/JS

BRS

KH

SCALE AAO1-3

FIRST FLOOR DIMENSION PLAN1

0 2' 4' 8'

DN

17' - 6" 22' - 9 7/8" 7' - 6 1/4" 30' - 8"

5 1/2" 77' - 7" 5 5/8"

14' - 2 3/4" 1' - 8 3/4"

6 1/8"

10' - 9 1/2" 2 1/2"

8' - 9 1/8" 5' - 1 3/8"

11 1/2"

15' - 3 7/8"

2' - 8 3/4"

5' - 0 3/4"

1' - 6 1/2"

3' - 2" 8' - 4 7/8"

/4

/4

2' - 6" 12' - 0" 3' - 0"

/8

/4

/8

3' - 5 1/2" 12' - 0" 5' - 2" 12' - 0" 4' - 4" 12' - 0" 5' - 2" 12' - 0" 3' - 9" 5' - 2" 3' - 5 1/2"

13' - 1 7/8" 7' - 11" 5' - 3" 3' - 4"

1' - 0 1/8"

OPEN WORK

AREA

ELEV

BREAK

PLOTTER / GIS /

SUPPLY

MEN'S RR

WOMEN'S RR

FOCUS

HUDDLE

WELLNESS

202a

GROUP STORAGE

CIRCULATION

STAIR 2

654.543

E

D

C

B

A.1

1.1

B.5

/2

78' - 6 1/8"

ROOF AND

CANOPY BELOW

2' - 0" 3' - 3"

1' - 11 1/4"

8' - 9 1/8"

/4

/2

/2

/2

/2

2' - 2 1/4"

5' - 11 1/8"

ALIGN FINISH FACE ALIGN FINISH

FACE

/2

/4

5' - 6 1/2"

2' - 2" 14' - 2" 2' - 8"

1' - 2 5/8" 11' - 9" 5' - 5 1/4" 3' - 4" 8' - 7 1/8"

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO1-4

SECOND FLOOR

DIMENSION PLAN

JS/MM/JH

BRS

KH

1/4" = 1'-0"AO1-4

SECOND FLOOR DIMENSION PLAN1

0 2' 4' 8'

AO3-10

AO3-12

AO3-11

/2

/2

/4

R3

R1

654.543

E

D

C

B

A.1

1.1

30"X36" ROOF

HATCH

4" 17' - 3 1/2"

6"

29' - 11 1/8" 3 7/8"

AO7-9

ALUM SUNSHADE

SYSTEM, TYP

W1078 W2085A

W2085B

W1089

W1089

W1069

AO7-9

AO7-9

AO7-9

B.5

AO7-9

R2

R2

ROOF HYDRANT,

RE: PLUMBING

VENT, RE: MECHANICAL

GAS LINE,

PAINTED

MECHANICAL EQUIP,

RE: MECHANICAL

WASTE/VENT LINE, RE:

PLUMBING

/4

1' - 2 3/4"

THROUGH WALL

SCUPPER AND

DOWNSPOUT

OVERFLOW SCUPPER

OVERFLOW

SCUPPER

THROUGH WALL

SCUPPER AND

DOWNSPOUT

RTU CRICKET,

TYP.

CRICKET TO SCUPPER

AO7-9

AO7-9

1' - 9 7/8" 27' - 0" 1' - 9 7/8"

AO7-8

/4

36' - 0" 11' - 10 1/8"

3 7/8"

78' - 6 1/8"

ALUM SUNSHADE

SYSTEM, TYP

PREFINISHED

MTL. PARAPET

CAP, TYP

CANOPY BELOW

PREFINISHED

MTL. PARAPET

CAP, TYP

R2

INTEGRAL ROOF GUTTERS,

RE: DETAILS

30' - 9 1/4"

DOWNSPOUT

DOWNSPOUT

LAMBS TONGUE /

WATERFALL EDGE

ON END OF THIS

INTEGRAL GUTTER

DOWNSPOUT

INTEGRAL ROOF GUTTER,

RE: DETAILS

PREFINISHED

METAL FLASHING

OVER WALL BELOW

/4

HATCHED AREA INDICATES

ROOF WALKPADS

NOTCH LOWER CANOPY

METAL ROOFING AND ROOF

DECK AT DOWNSPOUT

PENETRATION (RE: SECOND

FLOOR PLAN)

RTU CRICKET,

TYP.

AO7-10

/4

AO7-10

AO7-8

AO7-8

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO1-5

ROOF PLAN

MM/JS

BRS

KH

0 2' 4' 8'

EXTERIOR CANOPY,

RE: ROOF PLAN AND

DETAILS

VISITOR/REC

LARGE CONF B

104b

CONF. STOR

104c

SERVER

116b

MECH/ELEC/

JANITOR

COLLABORATE

RR 1

ELEV

ARCH STOR

SECURE

STORAGE

CIRC.

101a

VIS

VESTIBULE

RANGER

RR 2

L.E.O.

FOCUS/ COUNT

COPY/ MAIL

OPEN WORK

AREA

LARGE CONF A

104a

STRUCTURAL FRAMING, RE: STRUC

ACT CEILING CLOUDS WITH

AXIOM TRIM, TYP.

10' - 0"

C1

9' - 0"

C1

LIGHT FIXTURE, RE:

ELEC. DWGS TYP

9' - 0"

C2

9' - 0"

C2

STRUCTURAL FRAMING, RE: STRUC

/4

/2

AO7-10

1' - 8 3/8" 12' - 0" 1' - 7 3/4"

CENTER LIGHTS

BETWEEN CLOUDS, TYP

CENTER LIGHTS IN HALL,

ADJUST DUCTWORK

NORTH/SOUTH AS NEEDED

FOR LIGHTING

10' - 0"

C2

10' - 0"

C2

10' - 0"

C2

10' - 0"

C2

10' - 0"

C2

10' - 0"

C2

10' - 0"

C2

9' - 0"

C1

9' - 0"

C1

9' - 0"

C1

9' - 0"

C1

EQ. EQ.

HVAC DUCT, RE: MECH

/2

E Q

E

Q

9' - 0"

C2

STRUCTURAL FRAMING,

RE: STRUC

EXTERIOR CANOPY

CEILING TYPE C4 AT 10'-0" AFF

LIGHT FIXTURE, RE: ELEC.

DWGS TYP

AO7-3

1' - 10 7/8" 1' - 10 1/8"

/4

9' - 0"

C2

109' - 0"

CEILING MOUNTED

PROJECTION SCREEN7' - 2 1/8" 6' - 0" 7' - 1 5/8"

110' - 0"

9' - 0"

C1

C4

110' - 0"

C4

OPEN TO STRUCTURE

BREAK GRID AT LIGHTS

AND DIFFUSERS, TYP

OPERABLE PARTITION TRACK

AND SYSTEM

17' - 8"

RCP LEGEND

WALL EXTENDS 9'-0" AFF, OR 6"

ABOVE ANY CEILING

C1 - GYP. BOARD CEILING

C2 - SAT CEILING TYPE 1

EXPOSED STRUCTURE

C3 - TONGUE AND GROOVE

ROOF DECK

C4 - ACOUSTIC METAL

BLADE CEILING - WOOD

FINISH

C3 - SAT CEILING TYPE 2

(VINYL COVERED)

*NOT USED IN OFFICE

C1-R - 1 HR RATED GYP.

BOARD CEILING

1.ALL CEILING ELEVATIONS LISTED AS A.F.F.

DIMENSIONS.

SEE INTERIOR ELEVATIONS FOR

CLARIFICATION IF NECESSARY.

2.REFER TO WALL TYPES LISTED ON A0-9.

THOSE WALLS, DESIGNATED ON PLANS AND

WITHIN DETAILS MAY BE INTENDED TO

CONTAIN SOME SOUND, WATER VAPOR,

SMOKE AND /OR FIRE ATTENUATION.

3. ALL WALLS SHALL TERMINATE AT DECK

UNLESS OTHERWISE NOTED

RCP GENERAL NOTES

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO2-1

FIRST FLOOR REFLECTED

CEILING PLAN

MM/JS

BRS

KH

SCALE AAO2-1

FIRST FLOOR RCP - SD1 0 2' 4' 8'

SCALE A 128 of 299

BREAK

GROUP STORAGE

HUDDLE

FOCUS

OPEN WORK

AREA

MEN'S RR

WOMEN'S RR

PLOTTER / GIS /

SUPPLY

CIRCULATION

200 WELLNESS

202a

EXPOSED BEAMS AT ROOF OVERHANGLIGHT FIXTURE, CENTER B/W CEILING

CLOUDS (TYP), RE: ELEC. DWGS

STRUCTURAL FRAMING, RE: STRUC

ACT CEILING CLOUDS WITH AXIOM

TRIM, TYPICAL

9' - 0"

C2

9' - 0"

C2

9' - 0"

C1

9' - 0"

C1

9' - 0"

C2

9' - 0"

C2

/2

T

Y P

9' - 0"

C2

8' - 0"

C1

/2

/2

/2

1' - 9 1/4" 4' - 0" 2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 8 1/2"

125' - 10 19/32"

AO7-10

AO7-10

/2

T Y

P

/2

T Y

P

121' - 4"

123' - 6 1/4"

124' - 8 13/32"

LIGHT FIXTURE, RE: ELEC. DWGS TYP

STRUCTURAL FRAMING, RE: STRUC

STRUCTURAL FRAMING, RE: STRUC

LIGHT FIXTURE, RE: ELEC. DWGS

TYP

STAIR 2

ELEV

HVAC DUCT, RE: MECH

ROOF LADDER / ROOF ACCESS -

FRAME WALLS W/ GYP FINISH FROM

SUSPENDED CEILING TO ROOF

DECK ALL SIDES OF ROOF LADDER

8' - 0"

C1

8' - 0"

C1 8' - 0"

C1

8' - 6"

C1

PT

PT

PT

C2

C2

C2

C2

LIGHT FIXTURE, RE: ELEC

10' - 0"

C1-R

AO7-10

(2) LAYERS TYPE X GYP BD AT TOP OF SHAFT

RCP LEGEND

WALL EXTENDS 9'-0" AFF, OR 6"

ABOVE ANY CEILING

C1 - GYP. BOARD CEILING

C2 - SAT CEILING TYPE 1

EXPOSED STRUCTURE

C3 - TONGUE AND GROOVE

ROOF DECK

C4 - ACOUSTIC METAL

BLADE CEILING - WOOD

FINISH

C3 - SAT CEILING TYPE 2

(VINYL COVERED)

*NOT USED IN OFFICE

C1-R - 1 HR RATED GYP.

BOARD CEILING

1.ALL CEILING ELEVATIONS LISTED AS A.F.F.

DIMENSIONS.

SEE INTERIOR ELEVATIONS FOR

CLARIFICATION IF NECESSARY.

2.REFER TO WALL TYPES LISTED ON A0-9.

THOSE WALLS, DESIGNATED ON PLANS AND

WITHIN DETAILS MAY BE INTENDED TO

CONTAIN SOME SOUND, WATER VAPOR,

SMOKE AND /OR FIRE ATTENUATION.

3. ALL WALLS SHALL TERMINATE AT DECK

UNLESS OTHERWISE NOTED

RCP GENERAL NOTES

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO2-2

SECOND FLOOR

REFLECTED CEILING PLAN

MM/JS

BRS

KH

SCALE AAO2-2

SECOND FLOOR RCP - SD1 0 2' 4' 8'

FIRST FLOOR

100' - 0"

SECOND FLOOR

113' - 0"

AO3-12

AO3-11

STEANDING SEAM

ROOF

STUCCO WITH ANTI

GRAFFITI COATING

METAL PANEL

SYSTEM - CORTEN

STEEL

STUCCO

CONCRETE STEM WALL

WITH PREFINISHED

SHEET METAL COVER

ALUMINUM STOREFRONT

SYSTEM, RE: WINDOW

TYPES

654.5431.1

A A A A

EE E E

F

B K

STUCCO CONTROL JOINTS, TYP

AO7-8

116'-0"

T.O. FRAMING

116'-0"

T.O. FRAMING

PREFINISHED METAL PARAPET CAP

ALUMINUM STOREFRONT

SUNSHADE SYSTEM BEYOND

PREFINISHED

METAL PARAPET

CAP TO MATCH

STUCCO, TYP

PREFINISHED METAL

PARAPET CAP

DIAGONAL HATCH REPRESENTS

THE LIGHT REDIRECTING FILM (LRF)

WOOD BEAMS, RE: STRUCTURAL

PREFINISHED METAL FASCIA

INTEGRAL ROOF GUTTER, RE:

DETAILS

RE: CIVIL FOR GRADING AND

PAVING INFO, TYP

CANOPY ROOF AND WOOD BEAMS STUCCO WITH

ANTI GRAFFITI

COATING

SLOPE

133'-6"

T.O. FRAMING

T.O. LOW EAVE FRAMING

124' - 7"

T.O HIGH EAVE FRAMING

130' - 9"

OPERABLE

WINDOW

KNOX BOX, LOCATION TO

BE VERIFIED WITH C.O.

AO7-8

AO7-10

AO7-8

AO7-8

REPEAT PATTERN1' - 6"1' - 0"1' - 4"1' - 4"1' - 0"1' - 0"1' - 6"1' - 0"1' - 4"

CONCEALED FASTENER METAL PANELS IN VERTICAL APPLICATION USING VARYING

WIDTHS - 12" WIDTH, 16" WIDTH, & 18" WIDTH PANELS IN PATTERN ABOVE.

CORTEN STEEL FINISH ON PANELS. ALL TRIM PIECES AT CORTEN PANELS SHOULD ALSO

BE CORTEN STEEL.

11' - 0"11' - 0"

T.O. LOW EAVE FRAMING

124' - 7"

CEMENT PLASTERING

(3 COAT STUCCO)

METAL WALL PANELS

METAL ROOF PANELS

STOREFRONT WINDOWS

(IN STUCCO)

STOREFRONT WINDOWS

(IN METAL PANEL)

SHERWIN WILLIAMS

MORIN

STO CORP

MORIN

31436 PAVESTONE

A606 STEEL (CORTEN)

SILVERSMITH (MICA) 439RZ1541M

SW 9045

BORA BORA SHORE

KAWNEER DARK BRONZE ANODIZED ALUMINUM

BASIS OF DESIGN

COMPANY COLORMATERIAL

ELEVATION MATERIALS LEGEND

STOREFRONT SUNSHADES KAWNEER DARK BRONZE ANODIZED ALUMINUM

METAL ROOF FASCIA/TRIM MORIN CHAMPAGNE BRONZE (MICA

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO3-1

EXTERIOR ELEVATIONS

MM/JS

BRS

KH

SCALE AAO3-1

SOUTH BUILDING ELEVATION3

0 2' 4' 8'

SCALE A

SCALE BAO3-1

REPEATING VERTICAL METAL PANEL PATTERN1

0 1' 2' 4'

SCALE B 130 of 299

SECOND FLOOR

113' - 0"

AO3-10

STUCCO WITH ANTI-GRAFFITI

COATING

METAL PANEL SYSTEM -

CORTEN STEEL

STUCCO WITH ANTI

GRAFFITI COATING

STAIR 2 EXIT

103' - 3"

EDCBA.1

CC

1 1/2" / 12"

CANOPY BEYOND

STUCCO CONTROL JOINTS, TYP

B.5

PREFINISHED METAL PARAPET

CAP

RE: CIVIL FOR GRADING AND

PAVING INFO, TYP

PREFINISHED METAL FASCIA

OVER ROOF BEYOND

PREFINISHED METAL

PARAPET CAP

INTEGRAL ROOF GUTTER

BEYOND, RE: DETAILS

PREFINISHED METAL FASCIA

WOOD BEAMS, RE: STRUCTURAL

WOOD BEAMS, RE: STRUCTURAL

SLOPE

SLOPE

CONCRETE STEM WALL WITH

PREFINISHED SHEET METAL

COVER

133'-6"

T.O. FRAMING

116'-0"

T.O. FRAMING

T.O. LOW EAVE FRAMING

124' - 7"

T.O HIGH EAVE FRAMING

130' - 9"

PREFINISHED METAL

DOWNSPOUT, RE: ROOF

PLAN

CEMENT PLASTERING

(3 COAT STUCCO)

METAL WALL PANELS

METAL ROOF PANELS

STOREFRONT WINDOWS

(IN STUCCO)

STOREFRONT WINDOWS

(IN METAL PANEL)

SHERWIN WILLIAMS

MORIN

STO CORP

MORIN

31436 PAVESTONE

A606 STEEL (CORTEN)

SILVERSMITH (MICA) 439RZ1541M

SW 9045

BORA BORA SHORE

KAWNEER DARK BRONZE ANODIZED ALUMINUM

BASIS OF DESIGN

COMPANY COLORMATERIAL

ELEVATION MATERIALS LEGEND

STOREFRONT SUNSHADES KAWNEER DARK BRONZE ANODIZED ALUMINUM

METAL ROOF FASCIA/TRIM MORIN CHAMPAGNE BRONZE (MICA

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO3-2

EXTERIOR ELEVATIONS

MM/JS

BRS

KH

1/4" = 1'-0"AO3-2

EAST BUILDING ELEVATION1

0 2' 4' 8'

SECOND FLOOR

113' - 0"

AO3-12

AO3-11

STUCCO WITH ANTI GRAFFITI

COATING

METAL PANEL SYSTEM -

CORTEN STEEL

ALUMINUM STOREFRONT

SYSTEM, RE: WINDOW

TYPES

STAIR 2 EXIT

103' - 3"

ENTRY CANOPY

6 5 4.5 4 3 1.1

D

J

E

A A

HG

PREFINISHED METAL

PARAPET CAP, MATCH

STUCCO

STUCCO WITH ANTI

GRAFFITI COATING

STUCCO CONTROL JOINTS,

TYP

PREFINISHED METAL FASCIA

ALUMINUM STOREFRONT

SUNSHADE SYSTEM

BEYOND

SLOPE

STUCCO FINISH ON

WALL BEYOND

PREFINISHED METAL

PARAPET CAP ON WALL

BEYOND

116'-0"

T.O. FRAMING

RE: CIVIL FOR GRADING AND

PAVING INFO, TYP

133'-6"

T.O. FRAMING

T.O. LOW EAVE FRAMING

124' - 7"

T.O HIGH EAVE FRAMING

130' - 9"

PREFINISHED

OVERFLOW SCUPPER,

RE: ROOF PLAN, MATCH

STUCCO

AO7-8

108' - 0"

AO7-10

AO7-8

PREFINISHED

SCUPPER AND

DOWNSPOUT, MATCH

STUCCO

PREFINISHED SCUPPER

AND DOWNSPOUT,

MATCH STUCCO

AO7-8

CEMENT PLASTERING

(3 COAT STUCCO)

METAL WALL PANELS

METAL ROOF PANELS

STOREFRONT WINDOWS

(IN STUCCO)

STOREFRONT WINDOWS

(IN METAL PANEL)

SHERWIN WILLIAMS

MORIN

STO CORP

MORIN

31436 PAVESTONE

A606 STEEL (CORTEN)

SILVERSMITH (MICA) 439RZ1541M

SW 9045

BORA BORA SHORE

KAWNEER DARK BRONZE ANODIZED ALUMINUM

BASIS OF DESIGN

COMPANY COLORMATERIAL

ELEVATION MATERIALS LEGEND

STOREFRONT SUNSHADES KAWNEER DARK BRONZE ANODIZED ALUMINUM

METAL ROOF FASCIA/TRIM MORIN CHAMPAGNE BRONZE (MICA

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

/2

/1

:3

C

W K

J

9.

5.

C \D

R A

W

IN

G S

\R E

C E

IV

E

D \U

S F

S \2

T

IT

L E

B L

O C

K \R

-B

O R

D E

R .D

W G

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER

DISTRICT OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

2339.15.1c

DRAWN

LOGOS / STAMPS

DWG SHEET NO.

OFFICE BUILDING

AO3-3

EXTERIOR ELEVATIONS

MM/JS

BRS

KH

SCALE AAO3-3

NORTH BUILDING ELEVATION1

0 2' 4' 8'

SECOND FLOOR

113' - 0"

AO3-10

METAL PANEL SYSTEM -

CORTEN STEEL

ALUMINUM STOREFRONT

SUNSHADE SYSTEM

STUCCO WITH ANTI-GRAFFITI

COATING

E D C B A.1

CANOPY BEYOND

PREFINISHED METAL FASCIA

AT CANOPY BEYOND

WOOD BEAMS, RE: STRUCTURAL

E E

AA…