ZCR_BLDG_Drawing_set__Amendment1.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE

G0 PROJECT COVER SHEET

C1 PROJECT NOTES

C2 MARINA SITE PLAN

C3 STABLES SITE PLAN

D1 SITE DETAILS

G0.0 ARCHITECTURAL COVER SHEET

G1.1-G1.5 ACCESSIBILITY NOTES AND DETAILS

A1.1_A6.2

ARCHITECTURAL DRAWINGS

S1.1-S3.2 STRUCTURAL DRAWINGS

E0.1-E1.5 ELECTRICAL DRAWINGS

MP0.1-MP8.1 MECHANICAL DRAWINGS

FROM SACRAMENTO, CA, TAKE US-50 E FOR 94.8 MILES, TURN RIGHT

ON PIONEER TRAIL FOR 9.2 MILES, TURN RIGHT ONTO US-50 E FOR

3.9 MILES TO ZEPHYR COVE RESORT ON THE LEFT.

LTBMU SUPERVISOR'S OFFICE

35 COLLEGE DR

SOUTH LAKE TAHOE, CA 96150

DATE

RECOMMENDED BY:

APPROVED:

DATE

FOREST ENGINEER

FOREST RECREATION STAFF DATE

FOREST SUPERVISOR

3/5 /18

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ZEPHYR COVE RESORT MARINA AND

STABLES BUILDING CONSTRUCTION

NEVADA

DOUGLAS COUNTY

LAKE TAHOE BASIN MANAGEMENT UNIT

R5 PACIFIC SOUTHWEST REGION

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GENERAL NOTES:

1. ZEPHYR COVE RESORT MARINA AND STABLES WILL REMAIN OPEN TO THE PUBLIC DURING THE DURATION OF CONSTRUCTION.

2. PUBLIC SAFETY, TRAFFIC CONTROL, AND DUST CONTROL SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH STATE AND

COUNTY REQUIREMENTS. CONTROLLED PUBLIC VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN DETAILING STREET, HIGHWAY, BIKE PATH, AND

PEDESTRIAN TRAFFIC.

3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O.R. OF ANY DISCREPANCIES ENCOUNTERED IN THE FIELD OR ERRORS

IDENTIFIED IN THE CONTRACT.

4. THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND AS-BUILTS SHOWING ALL MODIFICATIONS MADE TO THESE PLANS.

THESE RECORDS AND AS-BUILTS SHALL BE PROVIDED TO THE C.O.R. UPON PROJECT COMPLETION FOR USE IN PREPARING

RECORD DRAWINGS.

5. THE FOREST SERVICE WILL PROVIDE A STAKE FOR FINISH FLOOR ELEVATION AND PROVIDE THE LOCATION FOR TWO OF THE BUILDING CORNERS FOR BOTH THE MARINA AND STABLES BUILDINGS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY

ADDITIONAL STAKING NEEDED.

6. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

7. AT NO TIME SHALL THE CONTRACTOR CLOSE OFF OR OPEN ANY UTILITY OR TAKE ANY OTHER ACTION WHICH WOULD AFFECT THE OPERATION OF THE EXISTING SYSTEM EXCEPT AS SPECIFICALLY REQUIRED BY THE PLANS, AND AFTER APPROVAL IS

GRANTED BY THE RESPECTIVE UTILITY COMPANY.

8. STAGING AREAS FOR EQUIPMENT STORAGE OR MATERIAL STOCKPILES WILL ONLY BE ALLOWED IN AREAS APPROVED BY THE C.O.R.

9. ALL VEGETATION OUTSIDE OF THE AREA TO BE CLEARED (DECOMPACTION AREAS, ROAD AND SPUR CONSTRUCTION, UTILITY

TRENCHING) SHALL BE PROTECTED.

10. NO RESTROOM WILL BE PROVIDED BY THE GOVERNMENT, CONTRACTOR IS RESPONSIBLE FOR PORTABLE RESTROOMS.

LOCATION OF PORTABLE RESTROOMS MUST BE APPROVED BY THE C.O.R.

11. WATER AND ELECTRICITY MAY BE AVAILABLE AT THE SITE. USE OF THESE UTILITIES MUST BE COORDINATED AND PAID FOR

THROUGH THE SPECIAL USE PERMIT HOLDER, ZEPHYR COVE RESORT.

12. ALL MATERIAL MUST BE CERTIFIED WEED FREE AND COME FROM A LOCATION APPROVED BY THE C.O.R.

13. ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, DEBRIS, OR ORGANIC MATTER. ALL

EQUIPMENT WILL BE APPROVED BY THE C.O.R. PRIOR TO UNLOADING ON THE PROJECT SITE.

14. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING LOCATION OF UTILITIES. UTILITY LOCATIONS SHOWN ON

DRAWINGS ARE APPROXIMATE.

15. ALL EXTERIOR PEDESTRIAN PATHWAYS SHOWN ARE NOT INCLUDED IN THIS CONTRACT.

16. FOR THE MARINA TICKET BOOTH BUILDING: CONTRACTOR WILL BE REQUIRED TO MEET REQUIREMENTS SHOWN IN THE

GEOTECHNICAL INVESTIGATION PROVIDED, SEE SECTION 9 DISCUSSION AND RECOMMENDATIONS. PLEASE NOTE SECTION 9.1.5 -

REMEDIAL EARTHWORK.

17. CONCRETE AND COMPACTION TESTING IS REQUIRED.

� TEMPORARY BMP NOTES:

� 1. EROSION CONTROL BMPS PAY ITEM INCLUDES ALL BMP RELATED ACTIVITIES

� 2 GRADING ACTIVITIES MAY ONLY OCCUR FROM MAY 1 TO OCTOBER 15.

� 3: TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF � CONTROLLING EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY

� FIELD CONDITIONS TO CONTROL EROSION AND SEDIMENTATION.

� 4. ALL TEMPORARY EROSION CONTROL FEATVRES SHALL BE INSPECTED DAILY AND PRIOR TO INCLEMENT WEATHER; CORRECTIVE u ACTION WILL BE TAKEN AS NECESSARY TO INSURE PROPER FUNCTION.

� 5. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES.

� EXCEPT WHERE REQUIRED FOR ACCESS, THERE SHALL BE NO DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STA TE.

l3 CONSTRUCTION TRAFFIC SHALL BE LIMITED TO AREAS TO BECOME PERMANENT CIRCULATION (E.G., ROADWAYS AND PARKING

� AREAS, ETC.) OR OTHER DESIGNATED ROUTES APPROVED BY THE COR.

� 6. FIBER ROLLS SHALL BE PLACED ALONG THE DOWN SLOPE EDGE OF STAGING AREAS TO PREVENT CONTAMINATED RUNOFF.

� 7. STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT AREAS, AND SHALL BE SURROUNDED WITH FIBER ROLLS. IF � A STOCKPILE IS INACTIVE FOR 14 DAYS, IT SHALL BE STABILIZED WITH HYDRAULIC MULCH OR PLASTIC.

l.l 8. CONTRACTOR SHALL MAINTAIN ADEQUA TE DUST CONTROL PER STANDARD SPECIFICATIONS (PAYMENT FOR WATERING IS

�w INCIDENTAL TO CONTRACT). MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

A. CONSTRUCT MAJOR DUST-GENERA TING ACTIVITIES WHEN WIND VELOCITIES ARE LOW.

i 8. SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES, AND EQUIPMENT TO CONTROL DUST.

� C. RESTRICT ALL TRUCKS AND VEHICLES WITHIN CONSTRUCTION SITE TO A MAX. SPEED OF 15 MPH.

::! D. WA TER APPLICATION RATES SHALL BE MINIMIZED AS NECESSARY TO PREVENT RUNOFF AND PONDING.

l:J 9. A STABILIZED ENTRANCE MAY BE NEEDED. IF TRACKING IS EVIDENT DUE TO CONSTRUCTION, CONTRACTOR SHALL BROOM � EXCESS SEDIMENT TO AN AREA IT WON'T BE CARRIED AWAY BY STORM FLOWS. IF THIS PROVES INADEQUATE, CONTRACTOR

� SHALL INSTALL A STABILIZED EXIT, SUCH AS A TIRE WASH OR ROCK APRON.

"' 10. SPILL KITS WITH ABSORBENT PADS SHALL BE ON SITE A T ALL TIMES IN PREPARATION OF EQUIPMENT LEAKS. ALL VEHICLE � MAINTENANCE SHALL TAKE PLACE A T LEAST 100 FEET FROM SURFACE WATER AND ON A LEVEL AREA .

United States Department of Agriculture

Forest Service

RS

PACIFIC SOUTHWEST REGION

PROJECT NAME

ZEPHYR COVE

RESORT MARINA AND

STABLES BUILDING

CONSTRUCTION

LAKE TAHOE BASIN

MANAGEMENT UNIT

DRAWING TITLE

PROJECT NOTES

DATE

01/29/2018

ARCHIVE NO.

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DESIGNER

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DRAWN

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United States Department of Agriculture Forest Service

PACIFIC SOUTHWEST

PROJECT NAME

ZEPHYR COVE

RESORT

MARINA AND STABLES

BUILDING

CONSTRUCTION

LAKE TAHOE BASIN

MANAGEMENT UNIT

DRAWING TITLE

MARINA SITE PLAN

DATE

1/22/2017

ARCHIVE NO .

FS090523_R102013_L 1-002.dwg

DESIGNER

MTA

DRAWN

MTA

CHECKED

KRK

DWG SHEET NO.

C2

1 TR21

TR12 EXISTING 2" WATER SERVICE

STOP AND DRAIN VALVE

TR15

TR21

Tf 2" WATER, 4" SEWER, AND (2)

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United States Department of Agriculture Forest Service

ROS

PACIFIC SOUTHWEST

PROJECT NAME

ZEPHYR COVE

RESORT

MARINA ANS STABLES

BUILDING

CONSTRUCTION

LAKE TAHOE BASIN

MANAGEMENT UNIT

DRAWING TITLE

STABLES SITE PLAN

DATE

1/22/2017

ARCHIVE NO.

FS090523_R102013_L 1-002.dwg

DESIGNER

MTA

MTA

CHECKED

KRK

PROJECT NO.

DWG SHEET NO.

C3

8"

-------'FILL TOP OF PIPE WITH CONCRETE,

MOUNDING THE TOP SURF ACE ���ALIGN EDGE OF BOLLARD

WITH EDGE OF DOOR OPENING

_____ 6."¢ SCH 40 STEEL PIPE

FILLED WITH DRAIN ROCK

18"x 18" CONCRETE FOOTING ---

(SLOPE SURFACE TO DRAIN)

..._______,_ IN IS H GRADE

...___-----1-DGE OF BUILDING

_____ 6" OF DRAIN ROCK BELOW AND INSIDE PIPE

TO ALLOW WATER TO DRAIN FROM BOLLARD

-----l NDISTURBED OR COMPACTED SUBGRADE

BOLLARD DETAIL

8" MIN. FIBER ROLL--------

4"

ALIGN FILTER ROLL

ALONG CONTOURS

_____ WOOD STAKES,

BOUND AT TOP

FINISHED

-�GRADE

FIBER ROLL DETAIL

NOTTO SCALE

NOTTO SCALE

48" TALL METAL FENCE

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POSTS AT 10' O.C.

ORANGE SYNTHETIC CONSTRUCT/ON

FENCING 48" TALL

- - ---- - - - -- - - I....- - - - ----- - - - - - - _.__ - - - - - - -

CONSTRUCTION LIMIT FENCE

NOTTO SCALE

United States Department of Agriculture

Forest Service

ROS

PACIFIC SOUTHWEST

PROJECT NAME

ZEPHYR COVE

RESORT

MARINA AND STA S

DRAWING TITLE

DATE

1/22/2017

BUILDING

CONSTRUCTIO

LAKE TAHOE

MANAGEMEN

DETAILS

ARCHIVE NO.

FS090523_R102013_L 1-002.dwg

DESIGNER

MTA

DRAWN

MTA

CHECKED

KRK

DWG SHEET NO.

D1 t---------------l

1 GRID LINE

SECTION IDENTIFICATION

SHEET DESIGNATION

DETAIL IDENTIFICATION

SHEET DESIGNATION

ELEVATION DESIGNATION

SHEET DESIGNATION

ELEVATION IDENTIFICATION

SHEET DESIGNATION

EXTERIOR ELEVATION

SECTION

DETAIL

INTERIOR ELEVATION

ELEVATION

SPOT ELEVATION

ROOM IDENTIFICATION

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

MATCH LINE

WALL ASSEMBLY TYPE

ROOF, OR FLOOR / CEILING

ASSEMBLY TYPE

REVISION IDENTIFICATION

DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF MONARCH ARCHITECTURE AND ARE PROTECTED UNDER COMMON LAW COPYRIGHT PROVISIONS. THEY ARE NOT TO BE REUSED EXCEPT BY WRITTEN AGREEMENT AND WITH THE AGREED COMPENSATION TO THE ARCHITECT. IF REUSED WITHOUT PERMISSION, THE ARCHITECT SHALL BE INDEMNIFIED AND HELD HARMLESS FROM ALL LIABILITY, LEGAL EXPOSURE, CLAIMS, DAMAGES, LOSSES & EXPENSES. DRAWINGS SHALL NOT BE USED FOR

ISSUANCE OF A BUILDING PERMIT UNLESS SIGNED & SEALED BY THE ARCHITECT.

THE ARCHITECT SHALL NOT BE RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM THESE DRAWINGS OR FROM WRITTEN RECOMMENDATIONS. CHANGES TO THE PLAN BY THE OWNER AND/ OR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE PERSONS

MAKING SUCH CHANGES.

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHANGE OF & SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, FOR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET THE LATEST REQUIREMENTS OF ALL APPLICABLE STATE & LOCAL BUILDING CODES, REGULATIONS, THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION & THE SPECIFICATIONS OF THE NATIONAL BOARD OF UNDERWRITERS. WHERE APPLICABLE, COMPLY WITH ALL REQUIREMENTS OF THE THE AMERICANS WITH DISABILITIES ACT (ADA).

INSTALL ALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, RECOMMENDATIONS & THE STANDARD OF RECOGNIZED AGENCIES & ASSOCIATIONS. THE CONTRACTOR SHALL, WITHOUT DELAY & PRIOR TO FABRICATION OR INSTALLATION, BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES BETWEEN THE MANUFACTURER'S SPECIFICATIONS OR

RECOMMENDATIONS, APPLICABLE CODE PROVISIONS, AND THE CONTRACT DOCUMENTS.

THE DRAWINGS SHOW THE GENERAL ARRANGEMENT & EXTENT OF THE WORK. AS THE WORK PROGRESSES, THE OWNER & THE CONTRACTOR, AT NO EXTRA COST, SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN. WHERE COMPLETE SIZES OR DIMENSIONS OF MEMBERS, CONNECTIONS, OR FASTENERS OF ANY ITEM ARE NOT INDICATED, DESIGN THE ITEM TO PRODUCE STRENGTH APPROPRIATE TO

THE USE INTENDED.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSION SHALL GOVERN. CONTRACTOR SHALL CHECK VERIFY & MAINTAIN ALL DIMENSIONS, GRADES, LEVELS & OTHER CONDITIONS BEFORE PROCEEDING WITH FABRICATION & CONSTRUCTION.

COORDINATE EXACT LOCATIONS OF EQUIPMENT, FIXTURES & OUTLETS WITH FINISHED ELEMENTS.

WHERE NECESSARY OR WHERE SPECIFICALLY INDICATED, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS & DETAILED COMPONENT DESIGN AS REQUIRED FOR THE PROPER FABRICATION, INSTALLATION, AND COORDINATION WITH OTHER TRADES. SHOP DRAWINGS:

CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR ALL SHOP FABRICATED ITEMS & WHERE CUSTOMARILY REQUIRED & SUBMIT ONE SET OF SHOP DRAWINGS FOR REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE SHOP DRAWINGS FOR ACCURACY, COORDINATION WITH OTHER TRADES, & COMPLIANCE WITH

CUTTING AND PATCHING: INCLUDE ALL CUTTING & PATCHING FOR PENETRATIONS THROUGH FLOORS, WALLS CEILINGS AND ROOFS. DO NOT CUT OR NOTCH ANY STRUCTURAL MEMBER TO REDUCE ITS LOAD CARRYING CAPACITY. UNFORESEEN CONDITIONS: SHOULD UNFORESEEN CONDITIONS BE ENCOUNTERED THAT AFFECT DESIGN OR FUNCTION OF THE PROJECT, CONTRACTOR SHALL INVESTIGATE FULLY & SUBMIT

AN ACCURATE, DETAILED REPORT TO THE ARCHITECT WITHOUT DELAY.

PROVIDE TEMPORARY FACILITIES, SERVICE UTILITIES, & PROTECTION AS REQUIRED TO SAFELY EXECUTING ALL WORK. PROTECT ADJACENT CONSTRUCTION, AND INHABITANTS. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES INCLUDING, BUT NOT LIMITED TO PUBLIC UTILITIES. PROVIDE 24-HOUR NOTIFICATION OF ANY DISCONTINUITY OF UTILITY SERVICES WITH OWNER.

CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS FROM THE JOB SITE. DISPOSAL SHALL

COMPLY WITH CAL GREEN REQUIREMENTS. SEE ABOVE AND SHEETS G2.0 AND G2.1.

ALL ELECTRICAL WORK SHALL BE CARRIED OUT BY A LICENSED ELECTRICIAN ONLY. ALL WORK SHALL CONFORM TO THE PROVISIONS OF THE

NATIONAL ELECTRIC CODE OF NFPA, LATEST EDITION.

ALL PLUMBING WORK SHALL BE CARRIED OUT BY A LICENSED PLUMBER. ALL EQUIPMENT & FIXTURES TO CONFORM TO THE NATIONAL

STANDARD PLUMBING CODE, LATEST EDITION.

A.B. ANCHOR BOLT

ABV ABOVE

A.C. ASPHALT CONCRETE

A/C AIR CONDITIONING

A.T. ACOUSTICAL TILE

A.C.P. ACOUSTICAL CEILING PANEL

A.D. AREA DRAIN

A.F.F. ABOVE FINISHED FLOOR

AGGR AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

ANC ANCHOR / ANCHORAGE

ARCH ARCHITECTURAL

AVG AVERAGE

AWN AWNING

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BDRM BEDROOM

BLW BELOW

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BTM BOTTOM

BTN BATTEN

BTR BETTER

BTWN BETWEEN

BVL BEVELED

B.W. BOTH WAYS

C.B. CATCH BASIN

CAB CABINET

C.F. CUBIC FEET

C.G. CORNER GUARD

C.I.P. CAST IRON PIPE

C.I.P.C. CAST-IN-PLACE CONCRETE

C.J. CONTROL JOINT

CLKG CAULK / CAULKING

CLG CEILING

CLR CLEAR

C.M.U. CONCRETE MASONRY UNIT

C.M.P. CORRUGATED METAL PIPE

CNTR COUNTER

C.O. CLEAN OUT

C.O.T.G. CLEAN OUT TO GRADE

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRUGATED

CPT CARPET

CRS COURSE / COURSES

C.T. CERAMIC TILE

CTR CENTER

C.W. COLD WATER

C.Y. CUBIC YARD

DBL DOUBLE

D.H. DOUBLE HUNG

DEPT DEPARTMENT

DET DETAIL

D.F. DOUGLAS FIR

D.I.B. DRILL IN BOLT

DIA. DIAMETER

DIAG DIAGRAM

DIM DIMENSION

DISP DISPENSER

DIV DIVISION / DIVIDER

D.L. DEAD LOAD

DN DOWN

DR DOOR

DRWG DRAWING

DR. FNT. FOUNTAIN

DW DISHWASHER

E EAST

(E) EXISTING

EA EACH

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

E.N. EDGE NAILING

ENCL ENCLOSURE

E.O.S. EDGE OF SLAB

E.P. ELECTRIC PANEL

EQUIP EQUIPMENT

E.W.C. ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

F.A. FIRE ALARM

F.A.U. FORCED AIR UNIT

F.C.C. FIRE CONTROL CENTER

F.C.U. FAN COIL UNIT

F.D. FLOOR DRAIN

F.D.C. FIRE DEPARTMENT CONNECTION

FND FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISHED FLOOR

F.F.B. FINISHED FLOOR BREAK

F.G. FIXED GLASS

F.H. FIRE HYDRANT

F.G.C. FIRE HOSE CABINET

F.H.V. FIRE HOSE VALVE

FIN FINISH

F.L. FLOW LINE

F.J. FLUSH JOINT

FLSH’G FLASHING

FLR FLOOR

FLUOR FLUORESCENT

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

FP FIREPLACE

FPR FIREPROOF

FRMG FRAMING

F.R.P. FIBER REINFORCED PLASTIC

FT FOOT

FTG FOOTING

FUR FURRED / FURRING

G GAS

GA GAUGE

GALV GALVANIZED

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

GL GLASS

G.I. GALVANIZED IRON

GLB GLU-LAM BEAM

GND GROUND

GR GRADE

GRDR GIRDER

G.S. GYPSUM SHEATHING

G.W.B. GYPSUM WALL BOARDED

PLASTIC

H.B. HOSE BIB

H.C. HOLLOW CORE

H.D. HOLD DOWN

HDR HEADER

HDWR HARDWARE

HGR HANGER

H.M. HOLLOW METAL

HORZ HORIZONTAL

H.P. HIGH POINT

HR HOUR

HT HEIGHT

HTG HEATING

H.V.A.C. HEATING / VENTILATING / AIR

CONDITIONING

H.W. HOT WATER

I.B. INFILTRATION BARRIER

I.D. INSIDE DIAMETER

IN INCH

INCL INCLUDED / INCLUDING

INFO INFORMATION

INSUL INSULATION / INSULATED

INT INTERIOR

INTER INTERMEDIATE

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

K.P. KICK PLATE

KIT KITCHEN

LAM LAMINATED

LAV LAVATORY

L.B. LAG BOLT

LB POUND

L.F. LINEAR FOOT

L.L. LIVE LOAD

LT LIGHT

LTL LINTEL

LKR LOCKER

L.P. LOW POINT

LVR LOUVER

L.V.L. LAMINATED VENEER LUMBER

LACQ LACQUER

MAS MASONRY

MAT’L MATERIAL

MAX MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH MECHANICAL

MED MEDIUM

MFD MANUFACTURED

MFR MANUFACTURER

MH MANHOLE

MICRO MICROWAVE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

M.R.O. MASONRY ROUGH OPENING

MOD MODULAR

MOV MOVABLE

MTD MOUNTED

MTL METAL

MUL MULLION

N NORTH

(N) NEW

N.I.C. NOT IN CONTRACT

N.A. NOT APPLICABLE

NO. NUMBER

N.T.S. NOT TO SCALE

O/ OVER

O.C. ON CENTER

OCC. OCCUPANCY

O.D. OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

O.R.D. OVERFLOW ROOF DRAIN

O.S.B. ORIENTED STRAND BOARD

PART PARTITION

P.C. PRE CAST CONCRETE

P.C.F. POUNDS PER CUBIC FOOT

PFB PREFABRICATED

PL PLATE

P.D.F. POWDER DRIVEN FASTENER

P.L.F. POUNDS PER LINEAL FOOT

P.LAM. PLASTIC LAMINATE

PLYWD PLYWOOD

P.H. PAPER HOLDER

PNT PAINT

PRJ PROJECT / PROJECTED

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

PT POINT

P.T.D. PAPER TOWEL DISPENSER

P.T.D. / R. PAPER TOWEL DISPENSER &

RECEPTACLE

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C.P. POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

Q.T. QUARRY TILE

S SOUTH

S.B. SOLID BLOCKING

S.B.O. SELECTED BY OWNER

SCHED SCHEDULE

S.D. SOAP DISPENSER

S.DR. STORM DRAIN

SECT SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

S.F. SQUARE FOOT

S.F.B. SPIT FACE BLOCK

S.F.S.D. SEE FOOD SERVICE DRAWINGS

S.G.D. SLIDING GLASS DOOR

SHT SHEET

SHTH’G SHEATHING

SHVLS SHELVES / SHELVING

SHWR SHOWER

SIM SIMILAR

SLR SEALER

SLDR SLIDER

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

SPEC SPECIFICATIONS

S.P.D. SEE PLUMBING DRAWINGS

SPL.BLK.SPLASH BLOCK

S.&R. SHELF AND ROD

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

S.SK. SERVICE SINK

S.ST. STAINLESS STEEL

STA STATION

S.T.C. SOUND TRANSMISSION COEFFICIENT

STN STAIN

STD STANDARD

STL STEEL

STO STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

S.W. SHEAR WALL

S.T. SQUARE YARD

SYS SYSTEM

R RISER

R.A. RETURN AIR

RAD RADIUS

R.B. RUBBER BASE

RUB RUBBER

R/C REINFORCED CONCRETE

R.D. ROOF DRAIN

RDWD REDWOOD

REINF. Or REINFORCING STEEL BARS

RE-BAR

REF REFERENCE

REFR REFRIGERATOR / REFRIGERATION

REG REGISTER

REQ’D REQUIRED

RET RETAIN / RETAINING

REV REVISION

RM ROOM

R.O. ROUGH OPENING

R/S REINFORCING STEEL

R.W.L. RAIN WATER LEADER

T TREAD

T.B. TOWEL BAR

T.C. TRASH COMPACTOR

TEL TELEPHONE

TEMP TEMPERED

T.O.C. TOP OF CURB

T.& G. TONGUE AND GROOVE

THK THICK (NESS)

THR THRESHOLD

T.O.B. TOP OF BEAM

T.O.BLK. TOP OF BLOCK

T.O.G. TOP OF GRATE

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SLAB

T.O.STL. TOP OF STEEL

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

TV TELEVISION

TXT TEXTURE

TYP TYPICAL

U.B.C. UNIFORM BUILDING CODE

UNF UNFINISHED

U.O.N. UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIES

V.B. VINYL BASE

V.BR. VAPOR BARRIER

V.C.P. VITRIFIED CLAY PIPE

V.C.T. VINYL COMPOSITION TILE

VENT VENTILATOR / VENTILATION

VERT VERTICAL

VEST VESTIBULE

V.G.D.F. VERTICAL GRAIN DOUGLAS FIR

V.I.F. VERIFY IN FIELD

VIN VINYL

VNR VENEER

V.T. VINYL TILE

W WEST

W/ WITH

W.C. WATER CLOSET

WD WOOD

W/D WASHER / DRYER

W.G. WIRED GLASS

W.H. WATER HEATER

W.HYD. WALL HYDRANT

WINDW WINDOW

W/O WITHOUT

WP WATERPROOF

WSCT WAINSCOT

WT WEIGHT

W.W.F. WELDED WIRE FABRIC

YD YARD

LIFE SAFETY SYSTEM REQUIREMENTS

EMERGENCY LIGHTING YES

EXIT SIGNS YES

FIRE ALARM YES

SMOKE DETECTION SYSTEMS YES

PROPOSED BUILDING STATISTICS

OCCUPANCY: B, NON-SEPARATED

CONSTRUCTION TYPE: V-B

PROPOSED BUILDING HEIGHT: 21'-6"

PROPOSED GROSS BUILDING AREA: 1,716 SF

PROPOSED BUILDING STORIES ABOVE GRADE PLANE: 1

NON - SPRINKLERED BUILDING

STANDPIPES: NOT REQUIRED

OCCUPANT LOAD AND EXIT WIDTHS: REFER TO LIFE SAFETY PLANS

ALLOWABLE HEIGHT AND AREA CALCULATIONS BASED UPON N ON-SPRINKLERED

BUILDING WITH HEIGHT INCREASE

ALLOWABLE HEIGHT WITHOUT AREA INCREASE PER TABLE 504.3 = 40'-0"

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE, WITHOUT AREA INCREASE

PER TABLE 504.4 = 2

ALLOWABLE AREA FACTOR PER TABLE 506.2

FOR B OCCUPANCY, NON SPRINKLERED = NS = 9,000 SF

CODE INFORMATION

2012 INTERNATIONAL BUILDING CODE

2012 UNIFORM PLUMBING CODE - CONFIRM

2015 INTERNATIONAL MECHANICAL CODE

2014 INTERNATIONAL ELECTRICAL CODE

ADA/ABA 2006

FIRE RESISTANCE RATING FOR

BUILDING ELEMENTS PER

TABLE 601

NORTH

EAST

WEST

SOUTH

BEARING

EXTERIOR WALLS

NON BEARING WALLS AND

PARITIONS TABLE 602

NORTH 10<X<30

EAST 10<X<30

WEST 10<X<30

SOUTH 10<X<30

INTERIOR 0 0INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

HR.

RATING

HR.

RATING

OPENINGS IN EXTERIOR WALLS NOT

PERMITTED LESS THAN 5FT PROTECTED

LESS THAN 10FT.

REFER TO LIFE SAFETY SHEETS FOR OCCUPANCY LOADS AND

FURTHER LIFE SAFETY REQUIREMENTS

FIRE RESISTANCE RATING REQUIREMENTS

BASED ON FIRE SEPARATION DISTANCE PER

TABLE 602

LIFE SAFETY SYSTEM REQUIREMENTS

EMERGENCY LIGHTING YES

EXIT SIGNS YES

FIRE ALARM YES

SMOKE DETECTION SYSTEMS YES

PROPOSED BUILDING STATISTICS

OCCUPANCY: B, NON-SEPARATED

CONSTRUCTION TYPE: V-B

PROPOSED BUILDING HEIGHT: 19'-0"

PROPOSED GROSS BUILDING AREA: 660 SF

PROPOSED BUILDING STORIES ABOVE GRADE PLANE: 1

NON - SPRINKLERED BUILDING

STANDPIPES: NOT REQUIRED

OCCUPANT LOAD AND EXIT WIDTHS: REFER TO LIFE SAFETY PLANS

ALLOWABLE HEIGHT AND AREA CALCULATIONS BASED UPON N ON-SPRINKLERED

BUILDING WITH HEIGHT INCREASE

ALLOWABLE HEIGHT WITHOUT AREA INCREASE PER TABLE 504.3 = 40'-0"

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE, WITHOUT AREA INCREASE

PER TABLE 504.4 = 2

ALLOWABLE AREA FACTOR PER TABLE 506.2

FOR B OCCUPANCY, NON SPRINKLERED = NS = 9,000 SF

CODE INFORMATION

2012 INTERNATIONAL BUILDING CODE

2012 UNIFORM PLUMBING CODE - CONFIRM

2015 INTERNATIONAL MECHANICAL CODE

2014 INTERNATIONAL ELECTRICAL CODE

ADA/ABA 2006

FIRE RESISTANCE RATING FOR

BUILDING ELEMENTS PER

TABLE 601

NORTH

EAST

WEST

SOUTH

BEARING

EXTERIOR WALLS

NON BEARING WALLS AND

PARITIONS TABLE 602

NORTH 10<X<30

EAST 10<X<30

WEST 10<X<30

SOUTH 10<X<30

INTERIOR 0 0INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

HR.

RATING

HR.

RATING

OPENINGS IN EXTERIOR WALLS NOT

PERMITTED LESS THAN 5FT PROTECTED

LESS THAN 10FT.

REFER TO LIFE SAFETY SHEETS FOR OCCUPANCY LOADS AND

FURTHER LIFE SAFETY REQUIREMENTS

FIRE RESISTANCE RATING REQUIREMENTS

BASED ON FIRE SEPARATION DISTANCE PER

TABLE 602

2264 LAKE TAHOE BLVD. SUITE 13

SOUTH LAKE TAHOE CA. 96150

WWW.LAKETAHOEARCHITECT.COM

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ZEPHYR COVE

RESORT

MARINA AND

STABLES

SCOPE OF WORK

INDEX OF DRAWINGS

ABBREVIATIONS

SYMBOLS MARINA BUILDING CODE ANALYSIS STABLES BUILDING CODE ANALYSIS

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SH ALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIO NAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWA RD THEM TO THE CONTRACTING OFFICER WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE W ITH THE DESIGN

OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL APPROVED.

SPECIAL INSPECTIONS REQUIRED

OWNER:

UNITED STATES FOREST SERVICE

35 COLLEGE DRIVE

SOUTH LAKE TAHOE, CA. 96150

TELEPHONE: 530-543-2620

CONTACT: KATIE KUCHENBECKER, PE

KRKUCHENBECKER@FS.FED.US

ARCHITECT:

MONARCH ARCHITECTURE

2264 LAKE TAHOE BLVD SUITE 13

SOUTH LAKE TAHOE CA. 96150

TELEPHONE: 530.542.2919

BROOKEMARTONE@GMAIL.COM

CONTACT: H. BROOKE MARTONE

STRUCTURAL ENGINEER:

ASHLEY AND VANCE ENGINEERING

1653 LUCERNE ST. SUITE D

MINDEN NV. 89423

TELEPHONE:775.298.1808 x113

WWW.ASHLEYVANCE.COM

JORDAN@ASHLEYVANCE.COM

CONTACT: JORDAN DENIO P.E.

CIVIL:

UNITED STATES FOREST SERVICES

35 COLLEGE DRIVE

SOUTH LAKE TAHOE, CA. 96150

TELEPHONE: 530-543-2620

CONTACT: KATIE KUCHENBECKER P.E.

KRKUCHENBECKER@FS.FED.US

GEOTECHNICAL:

CONSTRUCTION MATERIALS ENGINEERS INC.

6980 SIERRA CENTER PARKWAY, SUITE 90

RENO NV. 89511

TELEPHONE: 775.737.7569

CONTACT: STELLA MONTALVO

MECHANICAL, ELECTRICAL & PLUMBING:

MSA ENGINEERING CONSULTANTS

4599 LONGLEY LANE

RENO NV. 89502

TELEPHONE: 775.828.4889

CONTACT: sEAN g. fREY p.e.

SURVEY:

LUMOS AND ASSOCIATES

CASON CITY NEVADA, 89706

TELEPHONE: 775.883.7077

WWW.LUMOSINC.COM

CONTACT:

LOCATION MAP

THIS PERMIT IS LIMITED TO THE GENERAL SHELL AND INTERIOR OF TWO BUILDINGS.

THE WORK OF THIS PERMIT INCLUDES BUT IS NOT LIMITED TO STRUCTRUAL, GRADING, FOUNDATION, DRYWALL, MECHANICAL, ROUGH ELECTRICAL, FINISH ELECTRCIAL, PLUMBING, BUILDING SHELL INCLUDING ALL WINDOWS AND DOORS.

STRUCTURAL CONCRETE OVER 2500 PSI

FEILD STRUCTURAL WELDING

STRUCTRUAL OBSERVATION

BOLTS INSTALLED IN CONCRETE

CONCRETE REINFORCING

HIGH STRENGTH BOLTING MP0.2 MECHANICAL PLUMBING SCHEDULES

AND DIAGRAMS

MP1.1 MECHANICAL PLUMBING MARINA FLOOR

PLAN

MP2.1 MECHANICAL PLUMBING STABLES FLOOR

PLAN

MP8.1 MECHANICAL PLUMBING IECC

COMPLIANCE DOCUMENTS

G0.0 TITLE SHEET

G1.1 ACCESIBILITY NOTES

G1.2 ACCESSIBILITY DIAGRAMS BUILDING

BLOCKS

G1.3 ACCESSIBILITY DIAGRAMS BUILDING

BLOCKS

G1.4 ACCESSIBILITY DIAGRAMS BUILDING

BLOCKS

G1.5 ACCESSIBILITY DIAGRAMS BUILDING

BLOCKS

A1.1 MARINA & STABLES BUILDING LIFE

SAFETY PLAN

A1.2 MARINA BUILDING FLOOR PLAN

A1.3 STABLES BUILDING FLOOR PLAN

A1.4 MARINA ROOF PLAN AND RCP

A1.5 STABLES ROOF PLAN AND RCP

A2.1 ELEVATIONS,MARINA

A2.2 ELEVATIONS, STABLE

A3.1 WALL SECTIONS

A4.1 MARINA BUILDING SECTIONS

A4.2 MARINA BUILDING SECTIONS

A4.3 STABLE BUILDING SECTION

A5.1 ASSEMBLIES

A5.2 STABLES RESTROOM ENLARGED PLAN

AND ELEVATIONS

A5.3 DETAILS

A6.1 DOOR & WINDOW SCHEDULE

A6.2 WINDOW AND DOOR DETAILS

S1.1 STRUCTURAL TITLE SHEET

S1.2 STRUCTURAL SPECIFICATIONS

S2.1 FOUNDATION PLAN

S2.2 ROOF FRAMING PLANS

S3.1 STRUCTURAL DETAILS

S3.2 STRUCTURAL DETAILS

E0.1 DRAWING ELECTRICAL SYM. FIXTURE

SCHEDULE

E0.2 ELECTRICAL SPECIFICATIONS

E0.3 SINGLE LINE DIAGRAM, PANEL SCHEDULE

E0.4 ELECTRICAL IECC

E1.0 ELECTRICAL SITE PLAN

E1.1 ELECTRICAL SITE PLAN - STABLES

BUILDING

E1.4 ELECTRICAL FLOOR PLAN - MARINA

E1.5 ELECTRICAL FLOOR PLAN - STABLES

MP0.1 MECH & PLUMBING SYM, ABBREVIATIONS

AND SPECS

DEFERRED SUBMITTALS

GENERAL NOTES

STABLES BUILDING: 1318-10-000-04

MARINA BUILDING: 1318-10-000-02

PROJECT TEAM

APPENDIX

SPECIFICATIONS DIVISIONS 03-10

N o.

D es cr ip tio n

D at e

WALKS AND SIDEWALKS:

-A PATH OF TRAVEL SHALL BE CONSIDERED A WALK IF IT'S SLOPE IS IN THE DIRECTION OF TRAVEL, IS LESS THAN 1 UNIT IN 20 (5%). THE CROSS SLOPE SHALL BE LEVEL. "LEVEL" SHALL BE A SURFACE NOT EXCEEDING A SLOPE OF 1 UNIT IN 48 (2%).

-A WALK SHALL BE A CONTINUOUS COMMON SURFACE. IT SHALL NOT BE INTERRUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL EXCEPT AS

NOTED BELOW.

-ABRUPT CHANGES ARE PERMITTED IF THEY DO NOT EXCEED ¼"

-LEVEL CHANGES BETWEEN ¼" - ½" SHALL BE BEVELED AT 1 NIT IN 2.

-ALL WALKS SHALL MAINTAIN A MINIMUM WIDTH OF 36".

-ACCESSIBLE ROUTES WITH LESS THAN 60" OF WIDTH SHALL HAVE A CLEAR PASSING SPACE OF 60" X 60" AT LEAST EVERY 200'.

-WHEN GRATINGS ARE UNAVOIDABLE IN THE WALKWAY, THEIR OPENINGS SHALL BE LIMITED TO ½" IN THE DIRECTION OF TRAFFIC FLOW.

PEDESTRIAN RAMPS:

-ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE EXCEEDS 1 UNIT IN 20 (5%). THE PROVISIONS OF THIS SECTION ARE IDENTICAL TO THE REQUIREMENTS FOR INTERIOR RAMPS. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ALL CURBS.

-THE WIDTH OF RAMPS SERVING A MAIN EXIT WITH AN OCCUPANT LOAD OF OVER 300 SHALL BE A MINIMUM OF 60", ALL OTHER RAMPS SHALL BE

A MINIMUM OF 36" WIDE. THE CROSS SLOPE OF RAMPS SHALL BE LEVEL.

-INDIVIDUAL RUNS OF RAMPS SHALL COMPLY WITH THE FOLLOWING:

· RAMPS IN EXCESS OF 1 UNIT IN 12 ARE NOT PERMITTED

· 1 UNIT IN 12 8.33% 30" RISE MAX LENGTH 30'-0"

· 1 UNIT IN 15 6.67% 30" RISE MAX LENGTH 37'-6"

· 1 UNIT IN 16 6.25% 30" RISE MAX LENGTH 40'-0"

· 1 UNIT IN 20 5% 30" RISE MAX LENGTH 50'-0"

-RAMPS REQUIRE A TOP AND BOTTOM LEVEL LANDING

-BOTTOM LANDING(S) SHALL BE A MINIMUM OF 60" LONG IN THE RAMP DIRECTION.

-BOTTOM LANDINGS ARE AT LEAST AS WIDE AS THE REQUIRED RAMP WIDTH.

-MULTIPLE SECTIONS OF RAMP (SEE ITEM "C") MAY BE JOINED WITH AN INTERMEDIATE LANDING (S).

-INTERMEDIATE LANDINGS SHALL BE A MINIMUM OF 60" LONG IN THE RAMP DIRECTION.

-INTERMEDIATE LANDINGS WHERE THE RAMP CHANGES DIRECTION SHALL BE 60" X 60" MINIMUM.

-RAMPS AND LANDINGS WITH EDGE DROP OFFS SHALL BE PROTECTED BY A CURB OR RAIL ON EACH SIDE WHERE NOT BOUNDED BY A WALL OR

FENCE.

-WHEN THE EDGE DROP OFF IS LESS THAN 1/2", CURBS ARE NOT REQUIRED

-WHEN THE EDGE DROP OFF IS MORE THAN 1/2", CURBS SHALL BE 4" IN HEIGHT.

-ALL PEDESTRIAN RAMPS REQUIRE HANDRAILS, EXCEPT THAT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS

THAN 6" IN HEIGHT OR 72" IN LENGTH.

-HANDRAILS ARE REQUIRED TO BE CONTINUOUS ON BOTH SIDES OF THE RAMP.

-THE HEIGHT OF THE HANDRAIL SHALL BE 34"-38"

-THE HANDRAIL SHALL EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE BEYOND THE TOP AND BOTTOM OF THE RAMP AND SHALL BE RETURNED.

-THE WALL OR SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. THIS SURFACE SHALL BE 1 ½" AWAY

FROM HANDRAIL.

-THE HANDRAIL SHALL HAVE A GRASPABLE PORTION MEASURING BETWEEN 1 ¼" AND 2". IT SHALL HAVE A SMOOTH SURFACE, WITH NO SHARP EDGES OR CORNERS AND EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS AND HAVE ENOUGH

STRUCTURAL STRENGTH TO SUPPORT A 250 POUND POINT LOAD.

DOOR NOTES:

- LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED DOORS SHALL OPERATE AS ABOVE IN THE EGRESS

DIRECTION.

- COORDINATE ALL WORK BETWEEN HARDWARE SUPPLIER, SECURITY CONTRACTOR, LOW VOLTAGE CONTRACTOR AND ELECTRICAL

CONTRACTOR AS REQUIRED FOR DOORS NEEDING ELECTRICAL OR LOW VOLTAGE FEATURES.

- ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT AND WITHOUT

REQUIRING THE ABILITY TO GRASP HARDWARE.

- ALL GLAZING IN DOORS, FRAMES & STOREFRONTS SHALL BE TEMPERED; CLASS 1 AT INTERIOR DOORS & SIDELIGHTS; CLASS 2 AT

EXTERIOR DOORS & ALUMINUM STOREFRONTS.

- CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS AND COORDINATE JAMB DEPTHS WITH SCHEDULED FINISHES AND WALL THICKNESS

PRIOR TO FABRICATION AND DELIVERY OF DOOR AND FRAMES.

- ALL RATED DOORS TO BE POSITIVE LATCHING.

- ALL DOORS AND GATES TO COMPLY WITH ABA

- FRAME LATCH KNOCK-OUT & DOOR HARDWARE LOCATIONS TO BE COORDINATED WITH CROSS RAIL ON DOORS, WITHIN HANDICAPPED

ACCESSIBILITY PARAMETERS.

- CONTRACTOR SHALL MAKE ALL DOOR ADJUSTMENTS NECESSARY TO ACCOMMODATE SCHEDULED FLOORING MATERIAL AND PROVIDE

LEVEL TRANSITION BETWEEN FLOORING.

-DOOR OPENING LOCATIONS:

··ADJACENT (4" TO FLANKING WALL)

··AT CENTERLINE OF THE ROOM

··AS DIMENSIONED ON PLAN.

-EFFORT TO OPEN DOORS NOT TO EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS (15 POUNDS MAXIMUM IF

RATED FIRE DOOR PER CBC 11B-404.2.9

-DOORS WITH CLOSERS MUST HAVE THE SWEEP PERIOD ADJUSTED SO THAT FROM THE 90 DEGREE OPEN POSITION IT TAKES 5 SECONDS TO

MOVE TO A POSITION OF 12 DEGREES FROM THE LATCH PER ABA

-LOCATE ALL DOOR HARDWARE BETWEEN 34" AND 44" A.F.F. PER ABA

-BOTTOM PORTION OF ALL DOORS (10" MIN HEIGHT) TO HAVE A SMOOTH SURFACE PER ABA

-OPENING HARDWARE HARDWARE TO BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF

THE HAND PER ABA

-WHEN A THRESHOLD OR RECESSED DROP IS USED IT SHALL BE A MAXIMUM OF ½ INCH IN HEIGHT AND SHALL BE BEVELED OR SLOPED AT AN

ANGLE NOT EXCEEDING 45

BATHROOMS

-DIMENSIONS FOR MOUNTING HEIGHTS OF SOAP DISPENSERS AND PAPER TOWEL DISPENSERS SHALL NOT APPLY AT LOCATIONS WHERE THEY

ARE SHOWN MOUNTED OVER COUNTERTOPS. SEE INTERIOR ELEVATIONS, +44" A.F.F. MAX.

-TOILET ACCESSORIES SHALL NOT PROJECT INTO CLEAR SPACES.

-DISPENSERS SHALL NOT PROJECT MARE THAN 4" FROM FACE OF WALL.

-GRAB BARS:

··GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 POUNDS PER LINEAR FOOT LOAD.

··GRAB BARS AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.

··GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTING.

-EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH.

SIGNAGE

-THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND.

THE BLUE SHALL BE EQUAL TO COLOR NO: 15090 IN FEDERAL STANDARD 595A.

DINING SURFACES AND WORK SURFACES

-AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL FUNCTIONAL AREAS, INCLUDING RAISED OF SUNKEN DINING AREAS, AND OUTDOOR DINING

AREAS. 1B-206.2.5

-WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD AND DRINK, AT LEAST 5% OF THE SEATING SPACE AND STANDING SPACES AT HE DINING SURFACES SHALL COMPLY WITH THE FOLLOWING AND SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY

CONTAINING DINING SURFACES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA.:

-A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED.

-KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED.

-THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR

GROUND.

GENERAL

- SITE TO COMPLY WITH FEDERAL AMERICANS WITH DISABILITIES ACT (ADA) & ABA

- ALL DIMENSIONS ARE CLEAR DIMENSIONS FROM EDGE OF FIXTURE OR FACE OF FINISH.

- GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT AND/OR METAL REINFORCEMENT IN STUD WALL AT ALL CASEWORK, CABINETS, SHELVING, EQUIPMENT ETC. REFER TO DETAILS FOR TYPICAL BACKING REQUIREMENTS AND TYPICAL MOUNTING HEIGHTS AND ARRANGEMENTS

OF COMMON SPECIALTY ITEMS INCLUDING SHOWERS AND TOILET ROOMS.

- THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR OR WOK PLATFORM, UNLESS OTHERWISE NOTED.

SITE ACCESSIBLE ROUTE OF TRAVEL:

-AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED TO AN ACCESSIBLE BUILDING ENTRANCE(S) FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING STALLS, ACCESSIBLE LOADING ZONES, PUBLIC STREETS AND SIDEWALKS.

-AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE SPACES THAT ARE ON SITE.

-WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE.

2264 LAKE TAHOE BLVD. SUITE 13

SOUTH LAKE TAHOE CA. 96150

WWW.LAKETAHOEARCHITECT.COM

530.542.2919

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3"

1 1/4" MIN / 2" MAX

1 1/2"1 1/2"

1/

4"

NOTE: PIPE DIMEN ARE SHOW AS NOM

DIA

TOP OF GRAB BAR

NOTE: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED

WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 LBS. IS APPLIED AT ANY

POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING

STRUCTURE.

12" MAX

T O

T O

P O

F S

E A

T

T O

V A

LV

E

3' -8

M

A X

6"

42" GRAB BAR

17" TO 18"

B. FRONT ELEVATION C. SIDE ELEVATION

7" - 9"

TOILET

TISSUE

DISPENSER

OF FIXT

16" TO 18"

OF FIXT 6" MAX

60" M

IN

D

IA C

LEAR

M A

X 7"

36" GRAB

BAR

42" GRAB BAR

A. PLAN

M

IN

TOILET TISSUE

DISPENSER

1' - 6"

RECESSED COVER

DISPENSER

CLEAR AREA FOR GRAB BAR

M

IN

1/3

12"

2/3

24"

U N

D E

R G

.B

1/ 2"

M

IN

C

LE

A R

36" MAX

NO HOSE BIB THIS AREA

B

C

M

IN

M A

X

30" MIN

CLEAR FLOOR

SPACE

OF FIXT

C

LE

A R

60" MIN. TO EDGE OF LAV.

M A

X

M A

X

M A

X

MIRROR

SOAP

DISPENSER

INSULATE

EXPOSED PIPES

18" MIN

OF FIXT.

6' -6

M

IN

60" MIN. TO EDGE OF LAV.

D

17" MIN

MAX

6"

9" M

IN 27

M

IN

C

LR

M A

X

M A

X

D. SIDE ELEVATION

8" MIN

M

IN44

M

A X

DCSCHTSTSCDTPDMSDSNDUSNDHDPTDWRPTDR

SANITARY ACCESSORIES LIST

ABBREVIATIONS

CH

DCS

HD

M

PTD

PTDR

SD

SND

SNDU

SS

TS

TTD

TSCD

WR

DESCRIPTIONS

COAT HOOK

DIAPER CHANGING STATION

HAND DRYER

MIRROR

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE

SOAP DISPENSER

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN DISPOSAL UNIT

SHOWER SEAT

TOILETRY SHELF

TOILET TISSUE DISPENSER

TOILET TISSUE COVER DISPENSER

WASTE RECEPTACLE

SEE DETAIL 2

TOP OF OPENING

OR OPERABLE

PART

G113-1605

19" MIN 25" MAX

M A

X

M

IN

36" MIN

M

IN

M

IN

C. CLEARANCES FOR

COUNTERS/FORWARD REACH

3'

X-SHALL BE LESS THAN OR EQUAL TO 25"

Z-SHALL BE GREATER THAN OR EQUAL TO X

WHEN X IS LESS THAN 20",THEN Y SHALL BE 48" MAX

WHEN X IS 20-25" THEN Y SHALL BE 44" MAX

REF :1122B.4

FIG 11B-5C

1' - 7" MIN

> 4"

4" MAX

W H

E N

H

IG

H E

R T

H A

N

7"

M

IN

PLAN WALKING PARALLEL TO WALL WALKING PARALLEL TO WALL

W H

E N

7"

O R

B E

LO

W

12" MAX

PROTRUDING OBJECTS

6" = 1'-0"

1 GRAB BAR

1/2" = 1'-0"

10 SINGLE-ACCOMODATION TOILET ROOM

2264 LAKE TAHOE BLVD. SUITE 13

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IA

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A M

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IL

D

IN

G B

LO

C

K S

U N

IT

E

D S

T A

T E

S F

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E S

T S

E R

V

IC

E

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IN

A A

N D

S T

A B

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S

B U

IL

D

IN

G

S Z

E P

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E S

O R

T S

U

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IN

A

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N

8-

-0

-0

S

T A

B

LE

S : A

P N

: 1

8-

-0

-0

0%

C D

3/8" = 1'-0"

MOUNTING HEIGHTS - SANITARY

ACCESSORIES

1/2" = 1'-0"

2 MINIMUM CLEARANCE FOR COUNTER

1/4" = 1'-0"

3 PROTRUDING OBJECTS

N o.

D es cr ip tio n

D

SURFACE OF RAMP

HORIZONTAL PROJECTION OR RUN

R

IS

E

LEVEL

LANDING

LEVEL LANDING

SLOPE

MAX RISE MAX HORIZ PROJ

IN MM FT MM

1:12 to < 1:16

1:16 to < 1:20

30 760 30 9000

30 760 40 12000

1 1/2"

1 1/4" TO 2"

1 1/4" TO 2"

1 1/2"

A

B

4" M

IN

M A

X

LEVEL AREA

CURB WHEEL GUIDE

RAMP

VERTICAL RAIL

BEYOND

TOP

HANDRAIL

NOTE:

IF RAMP IS HIGHER THAN 30" A 42" HIGH

GUARD IS REQUIRED

4" MIN HIGH WARNING CURB AT RAMPS, IF A

DROP-OFF OF MORE THAN 1/2" EXISTS

BETWEEN THE RAMP SURFACE AND THE

ADJACENT GRADE

TOP OF RAIL

VISUALLY IMPAIRED

WARNING STRIPING

NOTE: WARNING STRIPES MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING

SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP

RESISTANT AS THE OTHER TREADS OF THE STAIR (PAINTED STRIPS ARE ACCEPTABLE).

INTERIOR STAIRS: UPPER APROACH & LOWER TREAD,

EXTERIOR STAIRS: UPPER APROACH & ALL TREADS

WALL MOUNT

HANDRAIL

TREAD

1" M

A X

2" M

IN

4"

M A

X

12" MIN

1 TREAD

NOTE: HANDRAIL ENDS

SHALL BE RETURNED

SMOOTHLY TO A FLOOR,

WALL OR POST.

(1133B.4.2.3)

12"

12"

-3 8"

RETURN POST

NOTE: HANDRAILS MUST EXTEND A MIN OF 12" OF LEVEL

DISTANCE (PARALLEL TO LANDING SURFACE) BEYOND TOP AND

BOTTOM OF THE RAMP ENDS BEFORE THEY ARE RETURNED

12"

12"

60" MIN

A B

D O

O R

W

ID

T H

P

LU

S

2"

24" MIN EXTERIOR

18" INTERIOR

R A

M P

D

O W

N

84" MIN

D O

O R

W

ID

T H

P

LU

S

2"

42"

RAMP

DOWN

3" MAX 3" MAX

M A

X

M A

X

TREAD

A. EXTENSION AT BOTTOM

OF RAMP

C. EXTENSION AT TOP OF STAIRS

& RAMP

12"

12" + TREAD WIDTH

12"

B. EXTENSION AT BOTTOM OF STAIRS

M

IN

30" MIN

30" MIN

19" MIN

M

IN

42" MIN

A. CLEARANCES FOR SEATING B. CLEARANCES FOR

TABLES

48" MIN

M

IN

ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL

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8-

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-0

S

T A

B

LE

S : A

P N

: 1

8-

-0

-0

0%

C D

1/4" = 1'-0"

1 ALLOWABLE RAMP LENGTHS

3" = 1'-0"

8 STAIR HANDRAILS

1" = 1'-0"

5 SECTION AT HANDRAILS/CURB

1/2" = 1'-0"

3 HANDRAILS AT STAIRS

1/4" = 1'-0"

2 HANDRAILS AT RAMPS

1/2" = 1'-0"

ENCROACHMENT OF DOORS ONTO

RAMPS

1" = 1'-0"

10 HANDRAIL EXTENSIONS

1/2" = 1'-0"

MINIMUM CLEARANCES FOR SEATING &

TABLES

N o.

D es cr ip tio n

D

A. MINIMUM TURNING SPACE B.MINIMUM CLEAR WIDTH

M

IN

M

IN

12" MIN

LESS THAN 60"

36" MIN

12" MIN

32" MIN

36" MIN

M A

X

C O

N T

IN

O

U S

P O

IN

T

60" MIN 36"

44" MIN (CORRIDOR SERVING OCC LOAD > 10)

A. MINIMUM CLEAR WIDTH FOR TWO

WHEELCHAIRS

B. MINIMUM CLEAR WIDTH FOR SINGLE

WHEELCHAIR

NOTE: MINIMUM WIDTH FOR CORRIDORS

OVER 200FT [2001 CBC SECTION 1133.B.3.2]

A. SPACE REQUIRED FOR

WHEELCHAIR TO MAKE 180 TURN

60"

NOTE: DOOR HARDWARE IS MOUNTED 34" MIN - 48" MAX FROM FINISH FLOOR TO TOP OF THE DEVICE.

LATCHING & LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF TRAVEL ARE OPERABLE WITH A SINGLE EFFORT (LEVER, PUSH/PULL, PANIC BAR OR OTHER HARDWARE ASSIGNED TO

PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE)

MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBF, WHEN FIRE DOORS ARE REQUIRED THE MAX EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE

APPROPRIATE AUTHORITY , NOT TO EXCEED 15 LBF.

LEVERS PUSH/PULL PANIC BAR EXIT DEVICE

A. FORWARD APPROACH B. SIDE APPROACH

30" 6"

4"

M

IN

30"

> 15"

M

IN

M

IN

24" MIN CLEAR AT EXTERIOR DOOR

18" MIN CLEAR AT INTERIOR DOOR

12" MIN

PULL SIDE

PUSH SIDE

PROVIDE ADDITIONAL

CLEARANCE IF DOOR IS

EQUIPPED WITH BOTH A

LATCH & CLOSER

A. FRONT APPROACH

42" MIN

M

IN

M

IN

54" MIN

48" MINIMUM CORRIDOR, IF

DOOR HAS BOTH HAS A

LATCH & CLOSER

PULL SIDE

PUSH SIDE

A. HINGE APPROACH

M

IN

M

IN

IF

D

O O

R H

A S

A C

LO

S

E R

M

IN

PULL SIDE

PUSH SIDE

C. LATCH SIDE APPROACH

24" MIN

22" MIN

NOTE: NEW BUILDING INTERIOR AND EXTERIOR THRESHOLDS WILL BE REQUIRED TO BE NO HIGHER THAN 1/2" ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS IS REQUIRED

TO BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL

CHANGE OF ELEVATION EXCEEDS 1/4" INCH.

S M

O O

T H

F U

LL

W

ID

T

H O

F D

O O

R

M

IN

B O

T T

O M

R A

IL

COMPRESSED CARPET 1/4"

MAX BELOW THRESHOLD

FINISH FLOOR

1/4" MAX

1/2" MAX

THRESHOLD

M

IN

A. FRONT APPROACH

M

IN

B. SIDE APPROACH

54" MIN

M

IN

C. LATCH SIDE APPROACH

56" MIN

2" MIN

32" MIN CLR

32" MIN CLR 32" MIN CLR

1/2" CLR IN OPEN POSITION

22" MIN

2264 LAKE TAHOE BLVD. SUITE 13

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-0

S

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: 1

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-0

-0

0%

C D

1/2" = 1'-0"

MINIMUM CLEAR WIDTH/TURNING

SPACE 1/2" = 1'-0"

3 MINIMUM CORRIDOR WIDTH

1/2" = 1'-0"

12 WHEELCHAIR TURNING RADIUS

1" = 1'-0"

11 DOOR HARDWARE

1/2" = 1'-0"

MANEUVERING CLEARANCE AT

ALCOVES

1/2" = 1'-0"

8 SWINGING DOOR APPROACH

6" = 1'-0"

10 DOOR THRESHOLD

1/2" = 1'-0"

4 SLIDING & FOLDING DOOR APPROACH

N o.

D es cr ip tio n

D

EXIT

RAMP

UP

1' - 0" SQUARE

BACKGROUND COLOR SHALL

CONTRAST WITH WALL COLOR

CORRESPONDING GRADE II

BRAILLE TO BE LOCATED

DIRECTLY UNDER SIGNAGE

INFORMATION (CENTERED)

M O

U N

T

IN

G H

E

IG

H T

0"

1/ 2"

M

IN

3/ 8"

M

IN

6 1/2"

3/8" 3/8"

7/

8"

5/ 8"

5/ 8"

3/ 8"

1/

2"

F16

M O

U N

T

IN

G H

E

IG

H T

0"

R= 0'

- 0

1/ 4"

R= 0' - 0 1/2"

PHOTOPOLYMER, CHARCOAL GREY BACKGROUND W/ 1/32" RAISED HELVETICA

MED. NUMBER (WHITE)

GRADE II BRAILLE

ACRYLIC BONDED SHEET W/ CHARCOAL GREY BACKGROUND

REMOVABLE 6 1/4"x5/8" VINYL STRIP W/ 3/8" WHITE UPPERCASE HELVETICA MEDIUM

TEXT, CENTERED, AND CHARCOAL GREY BACKGROUND.

NOTE: MOUNT 2" FROM OPEN SIDE OF DOOR FRAME AND 60" FROM FLOOR TO CENTER

OF SIGN. FOAM TAPE AND SILICONE FOR DRYWALL, WOOD, AND OTHER SMOOTH

SURFACES, AND MIN (2) FH SCREWS. FOR CONC., CMU BLOCK, AND OTHER ROUGH SURFACES.

BACK

PLATE

FRONT

PLATE

1' - 0"

1/ 2"

M

IN

3/ 8"

M

IN

EXIT

ROUTE

M O

U N

T

IN

G H

E

IG

H T

0"

BACKGROUND COLOR

SHALL CONTRAST WITH

WALL COLOR

8"

ROUTE - WALL MOUNTED

NOTE:

5/8"-2" UPPER CASE TEXT RAISED 1/32" IN SANS SERIF OR

SIMPLE SERIF TYPEFACE WITH GRADE II BRAILLE

LEFT STRAIGHT

ACCESSIBLE

STRUCTURE

RIGHT

1' - 0" .

1'

0"

4" 1'

E Q

E Q

2" M

A X

1' - 0"

M O

U N

T

IN

G H

E

IG

H T

0" 4

1/4" RADIUS, -TYP.

1 RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST w/ DOOR FINISH.

SYMBOL BACKGROUND - 1/4"THICK MATTE ACRYLIC BACK PAINTED COLOR TO CONTRAST w/ DOOR

FINISH.

CORRESPONDING GRADE II BRAILLE

SYMBOL OF ACCESSIBILITY.

RAISED TACTILE PICTOGRAM

MEN'S/WOMEN'S RESTROOM

1/2"

RESTROOM

5" M

IN

A. SYMBOL PROPORTIONS

B. DISPLAY CONDITIONS

NOTE:

SYMBOL SIZE SHALL BE AS SCHEDULED

IN SIGN LAYOUT DIAGRAMS.

STROKE WIDTH TO HEIGHT RATIO SHALL

BE BETWEEN

1:5 & 1:10.

SIGN LETTERS/ NUMBERS WIDTH TO

HEIGHT RATIO SHALL BE BETWEEN 1:5 &

1:10.

SEE CBC 11B-502.6 FOR ACCESSIBLE

PARKING SPACE IDENTIFICATION

REQUIREMENTS

EQ EQ

EXIT

5'

CLG WHERE OCCURS

EXIT SIGN LOCATION @ EACH

EXIT STAIR ENTRANCE - WALL

OR CEILING MTD AS

SCHEDULED

RESTROOM IDENTIFICATION

SIGN @ EACH RESTROOM

ENTRANCE

ROOM ID SIGN,

TACTILE EGRESS SIGN

EXIT STAIR IDENTIFICATION

SIGN ADJACENT TO EXIT

DOOR WITHIN EACH

STAIRWELL @ EVERY FLOOR

M

IN

9" MIN AT PULL SIDE

NOTE: ASSISTIVE LISTENING DEVICE IDENTIFICATION - 1/4" ETCHED MAGNESIUM

ALLOY WITH RAISED SYMBOL, PAINTED WITH MATTE PAINT.

ASSISTIVE

LISTENING

SYSTEM

AVAILABLE AT

(LOCATION)

-PLEASE ASK-

1/4" RADIUS, -TYP.

1"

1"

M O

U N

T

IN

G H

E

IG

H T

0"

1"

2264 LAKE TAHOE BLVD. SUITE 13

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0%

C D

3" = 1'-0"

1 TACTILE EXIT SIGN

3" = 1'-0"

2 WALL MOUNTED ROOM SIGNAGE

3" = 1'-0"

3 TACTILE EXIT SIGN

1 : 1

4 DIRECTIONAL WALL SYMBOLS

3" = 1'-0"

5 WALL MOUNTED SIGNAGE

1 : 1

INTERNATIONAL ACCESSIBILITY

SYMBOL

1/2" = 1'-0"

7 ACCESSIBILITY/EXIT SIGN DIAGRAM

3" = 1'-0"

9 ASSISTIVE LISTENING SIGNAGE

N o.

D es cr ip tio n

D

LIFE SAFETY LEGEND

75' EXIT ACCESS

EXIT

CUMULATIVE OCCUPANT LOAD21

EXIT DISCHARGE

1. EXIT LIGHTING SHALL BE PROVIDED WITH MIN OF 1FC FOR EXIT

PATHS.

2. FIRE EXTINGUISHERS SHALL BE ADAQUATE FOR A CLASS A

HAZARD. EXTINGUISHER SHALL BE OF THE FOLLOWING TYPE:

WATER, HALOGENATED AGENT, MULTIPURPOSE DRY CHEMICAL

AND WET CHEMICAL. SIZE TO BE A MIN 2-A.

3. PROVIDE EMERGENCY LIGHTING W/ BATTERY BACK UP.

4. EXIT SIGN AND EMERGENCY LIGHT COMBINATION, CEILING

MOUNTED W/ BATTERY BACK UP TS TACTILE- BRAILLE EXIT SIGN TO BE MOUNTED MIN 48"

ABOVE F.F. AND MAX 60"

FEC

RECESSED FIRE EXTINGUISHER CABINET, WITH

10 LBS. TYPE 2A:10B:C EXTINGUISHER

LIFE SAFETY NOTES

EXIT SIGN

EXIT

EGRESS - MARINA

FLOOR

REQ'D ACTUAL

MINIMUM NUMBER OF EXITS

GROUND FLOOR 1 1

MINIMUM DOOR SIZE TO BE 32" CLEAR OPENING

EGRESS - STABLES

FLOORFLOOR

REQ'D ACTUAL

MINIMUM NUMBER OF EXITS

GROUND FLOOR 1 1

MINIMUM DOOR SIZE TO BE 32" CLEAR OPENING

OCCUPANT LOAD AREA CALULATIONS

C

LO

A

D

OCCUPANCY AREA

O C

C /A

R E

A =L

O A

100B 297 3TICKET SALES

100587MARINA RENTALS

352 4

100135 1

61 1

536 1

174 1

MARINA BUILDING

ROOM NAMEROOM NUMBER

STORAGE B

B

715 100 8

STABLES BUILDING

TACK ROOM

BATHROOM

MECH

BATHROOM

OFFICE

B

B

B

B

B

BA

C

M.S. DIXIE TICKET

SALES

STORAGE

EXIT

E X

IT

E

X

IT

F E

26'

11'

27'

8'

26'

6'

MARINA

RENTALS

715 SQ.FT./ 100 SQ.FT.= 8 OC.

587 SQ.FT./ 100 SQ.FT.= 6 OC.

297 SQ.FT./ 100 SQ.FT.= 3 OC.

9 OCC.

O

C C

D

F G

TACK ROOM

OFFICE

BATHROOM 2

MECH

BATHROOM 1

FEC

352 SQ.FT./ 100 SQ.FT.= 4 OC.

53 SQ.FT./

100 SQ.FT.=

1 OC.

53 SQ.FT./

100 SQ.FT.=

1 OC.

37 SQ.FT./

100 SQ.FT.=

1 OC.

82 SQ.FT./

100 SQ.FT.=

1 OC.

34'

4 OCC.

1 OCC.1 OCC.1 OCC.1 OCC.

2264 LAKE TAHOE BLVD. SUITE 13

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IF

E S

A F

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LA

N

U N

IT

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S

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B

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: 1

8-

-0

-0

0%

C D

0' 2' 4' 8' 16'

1/4" = 1'-0"

MARINA LIFE SAFETY PLAN-GROUND

LEVEL

1/4" = 1'-0"

STABLES LIFE SAFETY PLAN - GROUND

LEVEL 0' 2' 4' 8' 16'

N o.

D es cr ip tio n

D

BA C

M.S. DIXIE TICKET

SALES

TAHOE

SPORTFISHING

STORAGE

A4.1 A2.1

A2.1 4

A2.1

A2.11

DASHED ELEMENTS ONLY

SHOWN AS REFERENCE TO

FUTURE FIT OUT. NIC.

F U

R T

U R

E T

IC

K

E T

IN

G

D E

S K

N

IC

A4.2

A4.1

A4.2

MARINA

RENTALS

101.00

100.71

ATTIC TRUSSES FOR

MECHANICAL PLATFORM.

COORDINATE WITH

STRUCTURAL AND MECH

DRAWINGS

FUTURE TICKETING DESK NIC

FUTURE TICKETING DESK NIC

100102 101

107 108 109 110

112111C

A

A

6'

1"

4'

4'

1"

4'

4'

6'

7'

SIDEWALK - N.I.C.

SHOWN FOR REFERENCE. REFER TO

USFS CIVIL DRAWINGS FOR ELEVATION

AND CONFIGURATION

5' - 5" 4' - 0" 4' - 0" 10' - 7" 14' - 0" 14' - 0"

24' - 0" 28' - 0"

52' - 0"6' - 8"

4' - 9" 4' - 0" 7' - 7" 7' - 8" 4' - 0" 5' - 3" 9' - 0" 5' - 3" 4' - 6"

52' - 0"

7'

3'

8'

D

N. GAS

ENCLOSURE

4' - 0"

6'

3'

EAVE LINE

S

LO

P E

T

R A

IN

/8

P

. M

IN

ACCESSIBLE

WINDOW

A C

C E

S S

IB

LE

W

IN

D

O W

A5.3

TYP

A5.3

TYP

ATTIC AND MECH. ACCESS

COORDINATE LOCATION

WITH STRUCTURAL AND

MECH DRAWINGS

15' - 0"

PROVIDE MINIMUM 15'

CLEARNENCE BETWEEN

BUILDING AND FUEL TANK.

FLOOR PLAN NOTES

1. REFER TO SHEET A5.1 FOR ASSEMBLY TYPES

2. CONFIRM FINISH FLOOR ELEVATIONS WITH USFS CIVIL

DRAWINGS.

3. LIMITED INTERIOR FIT-OUT. PROVIDE GYP/ PAINT AT ALL

WALLS AND CEILINGS UNO. PROVIDE PAINT GRADE TRIM

@ DOORS, WINDOWS & BASE.

4. CONTRACTOR TO PROVIDE ALL NECESSARY SIGNAGE

INCLUDING EXITING SIGNAGE; REFER TO SHEET G1.5 FOR

ADDITIONAL SIGNAGE REQUIREMENTS.

2264 LAKE TAHOE BLVD. SUITE 13

SOUTH LAKE TAHOE CA. 96150

WWW.LAKETAHOEARCHITECT.COM

530.542.2919

D a te

D ra w n B y

P ro je ct

N u m b e r

C D

.0

:4

0:

P M

A1.2

B M

M A

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IN

A B

U

IL

D

IN

G F

LO

O

R P

LA

N

U N

IT

E

D S

T A

T E

S F

O R

E S

T S

E R

V

IC

E

M A

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IN

A A

N D

S T

A B

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S

B U

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IN

G

S Z

E P

H Y

R C

O V

E R

E S

O R

T S

U

S H

W Y

Z E

P H

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C O

V E

N V

. 8

M

A R

IN

A

:A P

N

8-

-0

-0

S

T A

B

LE

S : A

P N

: 1

8-

-0

-0

0%

C D

1/4" = 1'-0"

1 MARINA FLOOR PLAN - GROUND LEVEL

0' 2' 4' 8' 16'

TRUEPLAN

N o.

D es cr ip tio n

D

F G1

A4.3

A4.3

TACK ROOM

OFFICE

BATHROOM 2

MECH

BATHROOM 1

A4.3

2 20

16' - 6" 16' - 6"

33' - 0"

9'

2'

2'

3'

2'

5'

3' - 5" 4' - 1" 2' - 10" 2' - 8" 4' - 10" 2' - 8" 8' - 9" 3' - 9"

33' - 0" 5' - 0"

8'

5'

A5.2

C

CC

C

A

A

A

S

LO

P E

A

IN

/8

P

. M

IN

FLOOR PLAN NOTES

1. REFER TO SHEET A5.1 FOR ASSEMBLY TYPES

2. CONFIRM FINISH FLOOR ELEVATIONS WITH USFS CIVIL

DRAWINGS.

3. LIMITED INTERIOR FIT-OUT. PROVIDE GYP/ PAINT AT ALL

WALLS AND CEILINGS UNO. PROVIDE PAINT GRADE TRIM

@ DOORS, WINDOWS & BASE.

4. CONTRACTOR TO PROVIDE ALL NECESSARY SIGNAGE

INCLUDING EXITING SIGNAGE; REFER TO SHEET G1.5 FOR

ADDITIONAL SIGNAGE REQUIREMENTS.

2264 LAKE TAHOE BLVD. SUITE 13

SOUTH LAKE TAHOE CA. 96150

WWW.LAKETAHOEARCHITECT.COM

530.542.2919

D a te

D ra w n B y

P ro je ct

N u m b e r

C D

.0

:4

0:

P M

A1.3

A ut ho r

S T

A B

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S

B U

IL

D

IN

G

F

LO

O R

P

LA

N U

N

IT

E D

S T

A T

E S

F O

R E

S T

S E

R V

IC

E

M

A R

IN

A

A N

D S

T A

B

LE

S B

U

IL

D

IN

G S

Z E

P H

Y R

C O

V E

R E

S O

R T

S

U S

H W

Y

Z

E P

H Y

R C

O V

E N

V . 8

M A

R

IN

A :A

P N

8-

-0

-0

S T

A B

LE

S

: A P

N : 1

8-

-0

-0

0% C

D

0' 2' 4' 8' 16'

TRUEPLAN

1/4" = 1'-0"

STABLES FLOOR PLAN - GROUND

LEVEL

N o.

D es cr ip tio n

D

RCP LEGEND KEY LEGEND

RETURN AIR REGISTER

SUPPLY AIR REGISTER

EXAUST FAN

2X4 SUPENDED CEILING WITH

WASHABLE PANELS AC1

2X4 LAY IN

FLUORESCENT LIGHT

EXIT

EXIT SIGN/ LIGHT

FINISH TAG / ELEVATION

A.F.F. SEE FINISH SCHEDULE

XXXX

XX'-XX”

LIGHITNG REFER TO

ELECTRICAL DRAWINGS FOR

MORE INFORMATION

PAINTED - GYP. BD. CONFIRM COLOR WITH

CONTRACTING OFFICER

T &G SOFFIT

RAFTERS REFER TO

STRUCTURAL PLANS

ATTIC AND MECH. ACCESS COORDINATE

LOCATION WITH STRUCTURAL AND MECH

DRAWINGS

MECHANICAL ELEMENTS ONLY SHOWN FOR

COORDINATION; REFER TO MECHANICAL

DRAWINGS FOR MORE INFORMATION.

ELECTRICAL ELEMENTS ONLY SHOWN FOR

COORDINATION; REFER TO MECHANICAL

DRAWINGS FOR MORE INFORMATION.

BA

C

D

BA

C

A4.1

3"

1' -0

3"

1' -0

8" / 1'-0" 8" / 1'-0"

3"

1' -0

8"…