Hawks Nest Tram Terminals - Plans.pdf

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A.B. ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

A/C AIR CONDITIONING

AC AMORED CABLE

ACS ACCESS

ACST ACOUSTIC, ACOUSTICAL

A.C.T. ACOUSTIC CEILING TILE

ACP ASPALTIC CONCRETE PAVING

AD ACCESS DOOR

ADD. ADDITIONAL

ADJ ADJACENT

AED AUTOMATIC EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ANCH. ANCHOR

ANG BM ANGLE BEAM

ANOD ANODIZED

AP ACCESS PANEL

APP ATACTIC PROPYLENE

APPR APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL, ARCHITECT

ASPH ASPHALT

AUTO. AUTOMATIC

AVG AVERAGE

(B) BOTTOM

B/ BOTTOM OF

B PL BASE PLATE

BAF BAFFLE

BB BASEBOARD

BD BOARD

BD FT BOARD FEET

BDG BRIDGING

BDNG BEDDING

BET BETWEEN

BF BACK FACE

BFF BELOW FINISH FLOOR

BITUM BITUMINOUS

B OR BL BUILDING LINE, BASE LINE

BKBD BACKBOARD

BKG BACKING

B/L BEARING LINE

B/L BOUNDARY LINE

B/L BRACING LINE

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BLW FL BELOW FLOOR

BM BEAM, BENCH MARK

B.N. BOUNDARY NAILING

BOT BOTTOM

BR BARE ROOT

BRG BEARING

BRK BRICK

BRLP BURLAP

BRZ BRONZE

BSMT BASEMENT

BSP BLACK STEEL PIPE

C/C, C TO C CENTER TO CENTER

C CONC CAST CONCRETE

CAB CABINET

CANT., CANTIL CANTILEVER

CANV CANVAS

CB CEMENT BASE

CBF CONCENTRICALLY BRACED FRAME

C.E. CONTINUOUS END

CEM CEMENT

CEM FIN CEMENT FINISH

CEM PLAS CEMENT PLASTER

CF CEMENT FLOOR

CG CORNER GUARD

CHKR CHECKER, CHECKERED

CH BD CHALKBOARD

CHR PL CHROME PLATED

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONTROL JOINT

C/L, ~C CENTER LINE

CLDG CLADDING

CLG CEILING

CLO CLOSET

CLR CLEAR

CLWG CLEAR WIRED GLASS

CMP CORRUGATED METAL PIPE

CMPSN COMPOSITION

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMP COMPRESSED, COMPOSITE

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACT, CONTRACTOR

CORR CORRUGATED, CORRIDOR

CP CEMENT PIPE

CPT CARPET

CRS COLD-ROLLED STEEL

CS CAST STONE

CSC CURED SEALED CONCRETE

CSN. JT. CONSTRUCTION JOINT

CSP CEMENT SEWER PIPE

CSTL CAST STEEL

CT CERAMIC TILE

CT STN CUT STONE

CTB CERAMIC TILE BASE

CTR CENTER

CU. FT. CUBIC FOOT

CU YD CUBIC YARD

CULV CULVERT

DAT DATUM

DBL DOUBLE

D.E. DECK EDGE; DISCONTINUOUS END

DEC DECIDUOUS

DEM DEMOUNTABLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DFT DRY FILM THICKNESS

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIR DIRECTION

DISP DISPENSER

DL DEAD LOAD

DMH DROP MANHOLE

DN DOWN

D.O.S. DIAMETER OF SHAFT

DOUG FIR DOUGLAS FIR

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWV DRAIN, WASTE, VENT

(E) EXISTING (CONSTRUCTION)

(E) EPOXY-COATED (REBAR)

EA EACH

EBF ECCENTRICALLY BRACED FRAME

EC EDGE OF CURB

E.E. EACH END

E.F. EACH FACE

EFC EXPOSED FINISHED CONCRETE

EIFS EXTERIOR INSULATION & FINISHING SYSTEM

EL ELEVATION

ELEC. ELECTRIC

ELEV ELEVATOR

E.T.B. ELEVATION TOP OF BEAM

E.T.F. ELEVATION TOP OF FOOTING

E.T.S. ELEVATION TOP OF SHAFT

E.T.W. ELEVATION TOP OF WALL

E.N. EDGE NAILING

ENGR ENGINEER

EOS EDGE OF SLAB

EPX EPOXY POURED FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EV EVERGREEN

E.W. EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE, EXCAVATION

EXH EXHAUST

EXP EXPOSED

EXP JT EXPANSION JOINT

EXPS EXPOSED PAINTED STRUCTURE

EXIST EXISTING

EXT EXTERIOR

F TO F FACE TO FACE

FAS FASCIA

FC BRK FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FRONT FACE

FGL FIBERGLASS

FHYD FIRE HYDRANT

FIN FINISH

FL FLOOR

FL FIN CONC FLOAT FINISH CONCRETE

FLEX FLEXIBLE

FLG FLANGE

FLSH FLASHING

FMBD FORM BOARD

F.O., F/O FACE OF

FRT FIRE RESISTANT TREATED

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FUR FURRED (ING)

FURN FURNISH

G GIRDER

GA GAGE, GAUGE

GALV GALVANIZE, GALVANIZED

GC GENERAL CONTRACTOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFECI GOVERNMENT FURNISHED EQUIPMENT,

CONTRACTOR INSTALLED

GFM GOVERNMENT FURNISHED MATERIAL

GFRC GLASS-FIBER REINFORCED CONCRETE

GFRG GLASS-FIBER REINFORCED GYPSUM

GFRP GLASS-FIBER REINFORCED PLASTER

GL GLASS

GL BLK GLASS BLK

GLZ GLAZING

GOVT GOVERNMENT

GR GRADE

GRND GROUND

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GUT GUTTER

GVL GRAVEL

GYP GYPSUM

GYP PLAS GYPSUM PLASTER

GWB GYPSUM WALLBOARD

HC HOLLOW CORE

HC HOLLOW CORE MASONARY UNIT

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HYD HYDRANT

IB I BEAM

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

I.F.H. INSIDE FACE HORIZONTAL

I.F.V. INSIDE FACE VERTICAL

INFL INFLUENT

INN INNER

INSUL INSULATION

INV INVERT, INVERSE

IP IRON PIPE, IRON PIN

ISO. JT. ISOLATION JOINT

JBE JOIST BEARING ELEVATION

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

K THOUSAND

KIP KILO-POUND (1000 POUNDS)

LA LAMINATE

LAM GL LAMINATED GLASS

LAT LATTICE

LAV LAVATORY

LAY LAYER

LBR LUMBER

LD BEARING LOAD BEARING

LKR LOCKER

LIVE LOAD LIVE LOAD

LL GB LEAD LINED GYPSUM BOARD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LPS LIQUID PENETRATING SEALER

LSL LONG SLOT

LT LEFT

LWC LIGHTWEIGHT CONCRETE

MAHOG MAHOGONY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

M.F. MOMENT FRAME

MTL METAL

MFR, MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MK MARK

MO MASONRY OPENING

MON MONUMENT

MR RECEPTOR MOP

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MWFRS MAIN WIND FORCE RESISTING SYSTEM

MWP MEMBRANE WATERPROOFING

(N) NEW (CONSTRUCTION)

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NKL NICKEL

NLB NON LOAD BEARING

NO.,NOS NUMBER, NUMBERS

NS NEAR SIDE

NS/FS NEAR SIDE AND FAR SIDE

NTS NOT TO SCALE

O TO O OUT TO OUT

OA OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OGL OBSCURE GLASS

O.H. OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

OPQ OPAQUE

OSB ORIENTED STRAND BOARD

OVHD OVERHEAD

OVS OVERSIZE(D)

OWGL OBSCURE WIRED GLASS

PAGB PAINTED ABUSE RESISTANT GYPSUM BOARD

PAR PARAPET

PBD PARTICLE BOARD

PC, P.C. PORTLAND CEMENT, PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP PRECAST CONCRETE PANEL

PCS PAINTED CONCRETE SURFACE

PCT PORCELAIN CERAMIC TILE

PED PEDESTAL

PEG PEG BOARD

PH PHASE

PI POINT OF INTERSECTION

PIB POLYISOBUTYLENE

PIGB PAINTED IMPACT RESISTANT GYPSUM BOARD

PL PLATE

PLBG PLUMBING

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLF POUNDS PER LINEAL FOOT

~P PLATE

± PLUS/MINUS

PLYWD PLYWOOD

PMBC PLANT MIX BITUMINOUS CONCRETE

PMGB PAINTED MOISTURE RESISTANT GYPSUM BOARD

PNL PANEL

PNT PAINT

POL POLISH, POINT OF LINE

POLY POLYETHYLENE

PORC PORCELAIN

POTW POTABLE WATER

PP POLYPROPYLENE

PPGL POLISHED PLATE GLASS

PS POLYSTYRENE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PT PRETENSIONED

PTN PARTITION

P. T. PRESSURE TREATED

PUR PURLINS

PVA POLYVINYL ACETATE

PVC POLYVINYL CHLORIDE

PVF POLYVINYL FLOURIDE

PVMT PAVEMENT

QT QUARRY TILE

Ø ROUND (DIAMETER)

R RISER

R/W RIGHT OF WAY

RAD. RADIUS

RB RUBBER BASE

RBR. RUBBER

RC REINFORCED CONCRETE

RD ROOF DRAIN, ROAD

REBAR REINFORCING STEEL BAR

RECVG. RECEIVING

REC. RECESS

REF. REFERENCE

REFL. REFLECTED

REINF. REINFORCED, REINFORCEMENT

REQD. REQUIRED

RESIL. RESILIENT

REV. REVISION

RF. ROOF

RFS RUBBER FLOORING SYSTEM

RFG. ROOFING

RFH ROOF HATCH

RL ROOF LEADER

RM. ROOM

RO ROUGH OPENING

RR ROLL ROOFING

RRB RESILIENT RUBBER BASE

RST REINFORCING STEEL

RT RIGHT

RUB RUBBER FLOORING

RVB RESILIENT VINYL BASE

RW REDWOOD

SAF SYNTHETIC ATHLETIC FLOORING

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE, SLIP-CRITICAL

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SEC SECRETARY

SECT SECTION

SF SQUARE FOOT

SFP SPRAYED FIRE PROTECTION

SFTWD SOFTWOOD

SG SILTY GRAVEL

SH SHINGLES

SHT SHEET

SHTHG SHEATHING

SHT MTL SHEET METAL (FLASHING)

SHV SHELVING

SIM SIMILAR

SM SHEET METAL

SMP SOLID MASONRY PIER

SMB SMART BOARD

SP SPACE, SPACES

SPEC SPECIFICATION

SPF SPRUCE-PINE-FIR

SPR SPRINKLER

SQ SQUARE

SQ BR SQUARE BAR

SS SANITARY SEWER, STAINLESS STEEL

SSD SURFACE DRAIN

SSL SHORT SLOT

SSM SOLID SURFACE MATERIAL

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET, SNUG-TIGHTENED

STA STATION

STD STANDARD

STL STEEL

ST GL STAINED GLASS

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STS STEEL TROWELED SURFACE

STRUCT STL STRUCTURAL STEEL

STRUCT STRUCTURE, STRUCTURAL

STSTL STAINLESS STEEL

SUBSTA SUBSTATION

SUP SUPPLY

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK, SHEARWALL

SYM SYMMETRIC

SYNTH SYNTHETIC

(T) TOP

T/ TOP OF

T TREAD

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TBE TRUSS BEARING ELEVATION

TC TERRA COTTA

TD TRENCH DUCT

TEL TELEPHONE

TEJ TRANSVERSE EXPANSION JOINT

TEMP TEMPERATURE

T/F, T/FTG. TOP OF FOOTING

THK THICK

THRES THRESHOLD

TKBD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TMPD HDBD TEMPERED HARDBOARD

TN TRUE NORTH

T O C TOP OF CONCRETE

T.O.S. TOP OF SLAB

TRTD TREATED

TS TUBE STEEL

T/S TOP OF STEEL

T/W TOP OF WALL

TYP TYPICAL

U.L. UNDERWRITERS LABORATORY

U.O.N. UNLESS OTHERWISE NOTED

UNPV RD UNPAVED ROAD

UR URINAL

U.S. URINAL SCREEN

UTIL UTILITY

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VT VINYL TILE

VW VINYL WOOD

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WATER MAIN

W/, w/ WITH W/O, w/o WITHOUT

WA WAINSCOT

WB WOOD BASE

WBL WOOD BLOCKING

WBS WROUGHT BRASS

WDC WOOD CLAD

WC WATER CLOSET

WD WOOD

WDPT WOOD (PRESSURE TREATED)

WDW WINDOW

WF WIDE FLANGE

WFR WOOD FRAME

WGL WIRED GLASS

WI WROUGHT IRON

WM WIRE MESH

WMP WIRE MESH PARTITION SYSTEM

WP WORKING POINT, WEATHERPROOF

WPF WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER STRIP

WR WIRE ROPE

WSL WEATHER SEAL

WST WASTE

WT WINDOW TYPE

WTR WATER

WVC WOOD VENEER WALL COVERING

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

A101

SIM

CONCRETE

CLAY UNIT MASONRY

CONCRETE UNIT MASONRY

WOOD FRAMING

PLYWOOD

FINISHED WOOD

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

SOIL

CRUSHED STONE

CENTER LINE

HIDDEN LINE

VIEW TITLE

SYMBOL DESCRIPTION

A101

SIM

A101

4 2 ELEVATION MARKER

SECTION MARKER

DETAIL CALLOUT

ROOM TAG

GRID LINE MARKER

ELEVATION DATUM

SPOT ELEVATION MARK

WALL TAG

WALL REINFORCING TAG

DOOR TAG

WINDOW TAG

ROOM

NAME

View Name

SCALE: 1/8" = 1'-0"

A101

SHEET NUMBER

SHEET DETAIL NUMBER

C4

LEVEL

ELEVATION

PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING,

ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

INSTALL: UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR OPERATIONS AT PROJECT

SITE.

EXISTING TO REMAIN (OR EXISTING) (OR EX.): LEAVE EXISTING ITEMS THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR REINSTALLED.

REMOVE (OR DEMOLISH) (OR DEMO): DETACH ITEMS FROM EXISTING CONSTRUCTION AND

DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO

PREVENT DAMAGE, AND DELIVER TO OWNER READY FOR REUSE.

REMOVE AND REINSTALL (OR REMOVE AND REUSE): DETACH ITEMS FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND REINSTALL

WHERE INDICATED.

DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING

GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM AND SURFACES;

DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

DISPOSE: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT

SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO

AUTHORITIES HAVING JURISDICTION AND IN ACCORDANCE WITH PROJECT REQUIREMENTS.

"U" PREFIX IN SHEET NUMBER: PERTAINS TO UPPER STATION

"L" PREFIX IN SHEET NUMBER: PERTAINS TO LOWER STATION

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

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ABBREV & SYMBOLS

2112149.00

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08/23/2024

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ABBREVIATIONS SYMBOL LEGEND

DEFINITIONS

1. THIS PROJECT HAS BEEN DESIGNED IN

ACCORDANCE WITH THE 2018 INTERNATIONAL

BUILDING CODE, THE LIFE SAFETY CODE (NFPA

101-2021) AND THE STATE FIRE CODE.

2. WRITTEN SPECIFICATIONS FOR THE PROJECT ARE

PROVIDED TO ESTABLISH AND MAINTAIN A LEVEL OF

MANUFACTURE AND QUALITY. ALL SUBSTITUTION

REQUESTS MUST BE MADE IN WRITING NO LESS

THAN (10) BUSINESS DAYS PRIOR TO THE DATE OF

THE BID. ANY ACCEPTED SUBSTITUTION SHALL BE

MADE BY WRITTEN ADDENDUM FROM THE OFFICE OF

THE ARCHITECT PRIOR TO THE BID DATE.

3. CONSTRUCTION METHODS, PROCEDURES AND

SEQUENCES ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL

NECESSARY MEANS TO MAINTAIN AND PROTECT THE

STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT

ALL STAGES. THE DESIGN FIRM(S) SHALL NOT BE

RESPONSIBLE FOR THE NEGLIGENCE OF THE

CONTRACTOR(S), SUB-CONTRACTOR(S) OR ANY

OTHER PERSON(S) INVOLVED IN THE WORK, OR IN

THE FAILURE OF SAID PERSON(S) TO CARRY OUT

THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

4. WRITTEN SPECIFICATIONS SHALL SUPERSEDE

DRAWINGS.

5. DIMENSIONS SHALL SUPERSEDE DRAWINGS. DO

NOT SCALE DRAWINGS. WHERE A MISSING OR

CONFLICTING DIMENSION OCCURS, THE ARCHITECT

SHALL BE CONTACTED IMMEDIATELY TO OBTAIN THE

NECESSARY CLARIFICATION.

6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

OF ANY AND ALL DISCREPANCIES BETWEEN THE

DRAWINGS AND ACTUAL FIELD CONDITIONS

IMMEDIATELY UPON DISCOVERY.

7. COMMENCEMENT OF THE WORK SHALL SIGNIFY THE

CONTRACTOR IS FAMILIAR WITH AND AGREES TO

THE SCOPE OF WORK AS OUTLINED IN THE

CONTRACT DOCUMENTS.

8. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY

RULES AND REGULATIONS IMPOSED BY OSHA AND

THE OWNER AT ALL TIMES. IF THERE IS A CONFLICT

BETWEEN THE TWO, THE STRICTER REGULATION

SHALL APPLY.

9. THE CONTRACTOR SHALL TAKE ALL NECESSARY

MEANS TO MAINTAIN AND PROTECT ADJACENT

PROPERTY FROM DAMAGE DURING THE PROCESS

OF THE WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROPER DISPOSAL OF ALL MATERIALS RESULTING

FROM THE WORK OF THIS PROJECT. THE PROJECT

SITE SHALL AT ALL TIMES BE MAINTAINED IN AN

ORDERLY MANNER SO AS TO MINIMIZE

ACCUMULATION OF WASTE AND/OR SURPLUS

MATERIALS. PROPER DISPOSAL RECEIPTS SHALL BE

OBTAINED AND RETAINED FOR OWNER'S REVIEW.

AT THE COMPLETION OF THE WORK THE

CONTRACTOR SHALL REMOVE ALL DEBRIS, SURPLUS

MATERIAL AND CONSTRUCTION EQUIPMENT FROM

THE PREMISES.

11. SHOP DRAWINGS ARE REQUIRED AS LISTED IN THE

PROJECT MANUAL.

GENERAL NOTES

PROJECT IS TO PROVIDE TWO OUTDOOR DECKS PARTIALLY

COVERED BY CANOPIES ADJACENT TO TRAM DOCKING

AREAS AT BOTH UPPER AND LOWER STATIONS OF TRAMWAY.

PROJECT SUMMARY

No. ITEM DATE

047300 MANUAFACTERED STONE

1. PORTLAND CEMENT BASED MANUFACTURED STONE.

2. BASIS OF DESIGN: ELDORADO STONE, LLC-COUNTRY RUBBLE MILLSTREAM EASTERN -2.5" THICKNESS

3. VENEER UNIT PROPERTIES: PRECAST VENEER UNITS CONSISTING OF PORTLAND CEMENT,

LIGHTWEIGHT AGGREGATES, AND MINERAL OXIDE PIGMENTS.PROVIDE CORNER STONES FOR

COLUMN BASES.

4. WEATHER BARRIER: ICC AC-38, SYNTHETIC HOUSE WRAP

5. REINFORCING: ASTM C 847, 2.5LB/YD2 (1.4KG/M2) GALVANIZED EXPANDED METAL LATH COMPLYING

WITH CODE AGENCY REQUIREMENTS FOR THE TYPE OF SUBSTRATE OVER WHICH STONE VENEER IS

INSTALLED.

6. WATER REPELLENT: WATER BASED SILANE OR SILOXANE MASONRY WATER REPELLENT

7. MORTAR MIXES. STANDARD INSTALLATION (GROUTED JOINTS):MIX MORTAR IN ACCORDANCE WITH

ASTM C 270, POLYMER MODIFIED MORTAR COMPLYING WITH ANSI A118.4

8. STANDARD SAMPLE BOARD CONSISTING OF SMALL-SCALE PIECES OF VENEER UNITS SHOWING FULL

RANGE OF TEXTURES AND COLORS.FULL RANGE OF MORTAR COLORS.

9. INSTALLER QUALIFICATIONS: EXPERIENCED MASON FAMILIAR WITH INSTALLATION PROCEDURES AND

RELATED LOCAL, STATE AND FEDERAL CODES MASONRY.

10. FIELD SAMPLE:PREPARE ONE COLUMN WRAP SAMPLE AT A LOCATION ON THE STRUCTURE AS

SELECTED BY THE ARCHITECT. USE APPROVED SELECTION SAMPLE MATERIALS AND COLORS.OBTAIN

ARCHITECT’S APPROVAL. APPROVED SAMPLE MAY BE INCORPORATED INTO COMPLETED WORK.

11. FOLLOW MANUFACTURER’S INSTRUCTIONS FOR DELIVERY, STORAGE AND HANDLING.

12. MANUFACTURER’S STANDARD WARRANTY COVERAGE AGAINST DEFECTS IN MATERIALS WHEN

INSTALLED IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS.

13. INSTALL AND CLEAN STONE IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS

FOR STANDARD INSTALLATION GROUTED JOINT INSTALLATION AS SPECIFIED ABOVE.

047300 MANUAFACTERED STONE COLUMN CAP

1. BASIS OF DESIGN: ELDORADO STONE, LLC-CHISELED EDGE PEAKED COLUMN CAP-18"X18"X2.5". CAP

PEAK AT 5.5".

2. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE OF COLORS.

3. FOLLOW MANUFACTURER’S INSTRUCTIONS FOR DELIVERY, STORAGE AND HANDLING.

4. MANUFACTURER’S STANDARD WARRANTY COVERAGE AGAINST DEFECTS IN MATERIALS WHEN

INSTALLED IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS.

5. INSTALL AND CLEAN STONE CAP IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION

INSTRUCTIONS FOR STANDARD INSTALLATION GROUTED JOINT INSTALLATION AS SPECIFIED ABOVE.

6. CUT COLUMN CAP IN FIELD TO ALLOW FOR STRUCTURAL SUPPORT

MISCELLANEOUS MATERIALS-SHEET METAL FLASHING, GUTTER AND DOWNSPOUTS

1. ALL MISCELLANEOUS MATERIALS-SHEET METAL FLASHING, BOX GUTTER AND SQUARE

DOWNSPOUTS SHAPE, PROFILE, COLOR AND THICKNESS TO BE SELECTED BY ARCHITECT

FROM FULL RANGE.

2. BASIS OF DESIGN: METAL-ERA SEAL-TITE LT. GUTTERS TO BE 22 GA. STEEL 6" BOX GUTTERS.

GUTTER TO HAVE A 30 YEAR PVDF KYNAR 500 FINISH. COLOR TO BE SELECTED FROM

ARCHITECTS FULL RANGE OF MANUFACTURERS COLORS.

3. CUSTOM SIZED GUTTER AS SHOWN ON THE DRAWING(S). GUTTER SECTIONS: LENGTH OF

10'-0”

4. ALL GUTTER, REGARDLESS OF METAL SUBSTRATE OR THICKNESS IS TO BE PRE-

MANUFACTURED.

5. ALL GUTTER TO BE SUPPORTED BY GUTTER SUPPORT BRACKETS ON 24” CENTERS THAT ARE

1.0” WIDE X .1875” STAINLESS/ GALVANIZED THICK BAR STOCK AND THEN WRAPPED ON ALL

VISIBLE SIDES AFTER INSTALLATION WITH THE SAME METAL AS THE GUTTER MATERIAL.

6. THERE SHALL BE NO HOLES PUT IN THE GUTTER DURING THE FABRICATION OF OR

INSTALLATION OF THE GUTTER.

7. ALL GUTTER SECTIONS TO BE CONNECTED USING INTERNAL SPLICE PLATES MADE FROM

SAME MATERIAL AND FINISH AS THE GUTTER.

8. BASIS OF DESIGN: METAL-ERA SEAL-TITE LT. DOWNSPOUT TO BE 22 GA. STEEL 6" SQUARE

DOWNSPOUT. DOWNSPOUT TO HAVE A 30 YEAR PVDF KYNAR 500 FINISH. COLOR TO BE

SELECTED FROM ARCHITECTS FULL RANGE OF MANUFACTURERS COLORS.

9. CUSTOM SIZED DOWNSPOUT AND ELBOWS AS SHOWN ON THE DRAWINGS. DOWNSPOUT

SECTIONS: LENGTH AS SHOWN ON DRAWINGS.

10. ALL DOWNSPOUTS SHALL BE CONNECTED TO GUTTER USING A FACTORY FABRICATED

OUTLET TUBE CONSTRUCTED FROM THE SAME MATERIAL AS THE DOWNSPOUT.

11. ALL DOWNSPOUT AND ELBOW IS TO BE ROLL-FORMED (NOT TO BE FABRICATED ON A METAL

FOLDER OR BREAK PRESS).

12. ALL DOWNSPOUT, ELBOWS & OFFSETS MUST HAVE INTERLOCKING, ACME LOCK SEAMS.

13. ALL DOWNSPOUTS AND ELBOWS TO HAVE ONE END CRIMPED FOR SECURE ASSEMBLY.

14. PROVIDE TWO (2) FACTORY FABRICATED DOWNSPOUT ANCHOR STRAPS PER 10’ SECTION.

15. PROVIDE FACTORY FABRICATED ELBOWS AND OFFSETS (ONE PIECE SECTIONS PREFERRED).

16. ALL GUTTER CORNERS, END CAPS, EXPANSION JOINTS, OUTLET TUBES, ETC. SHALL BE

FABRICATED BY THE GUTTER AND DOWNSPOUT MANUFACTURER.

17. ALL ACCESSORIES TO BE FABRICATED FROM SAME METAL STOCK AND FINISH AS GUTTER

AND DOWNSPOUT. NO POST PAINTING OF PRODUCT.

18. FLASHING,TRIM, GRAVEL STOP: PROVIDE FLASHING AND TRIM FORMED AS REQUIRED TO

SEAL AGAINST WEATHER AND TO PROVIDE FINISHED APPEARANCE. LOCATIONS INCLUDE,

BUT ARE NOT LIMITED TO, EAVES, RAKES, CORNERS, RIDGES, AND FASCIA. FINISH FLASHING

AND TRIM WITH SAME FINISH SYSTEM AS ADJACENT GUTTERS AND DOWNSPOUTS.

19. JOINT SEALANT: ASTM C 920; AS RECOMMENDED IN WRITING BY DOWNSPOUT AND GUTTER

MANUFACTURER

20. BUTYL-RUBBER-BASED, SOLVENT-RELEASE SEALANT: ASTM C 1311.

075323 - ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING

1. PROVIDE PRODUCT DATA FOR EACH TYPE OF PRODUCT. PROVIDE SHOP DRAWINGS: FOR

ROOFING SYSTEM:INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS

TO OTHER WORK. PROVIDE SAMPLES FOR VERIFICATION FOR THE FOLLOWING PRODUCTS:

SHEET ROOFING, OF COLOR REQUIRED.

2. MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF ROOFING SYSTEM

THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD.

3. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

4. TYPE: TOTAL ROOFING SYSTEM, NO DOLLAR LIMIT ON LABOR AND MATERIAL. OBTAIN

COMPONENTS INCLUDING ROOF INSULATION AND FASTENERS FOR ROOFING SYSTEM FROM

SAME MANUFACTURER AS MEMBRANE ROOFING OR MANUFACTURER APPROVED BY

MEMBRANE ROOFING MANUFACTURER.

5. EPDM: ASTM D 4637, TYPE II, SCRIM OR FABRIC INTERNALLY REINFORCED, UNIFORM,

FLEXIBLE EPDM SHEET. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,

PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: CARLISLE SYNTEC INCORPORATED,

FIRESTONE BUILDING PRODUCTS. OR JOHNS MANVILLE.

6. THICKNESS: 90 MILS (1.5 MM), NOMINAL.

7. EXPOSED FACE COLOR: BLACK.

8. AUXILIARY MATERIALS RECOMMENDED BY ROOFING SYSTEM MANUFACTURER FOR

INTENDED USE AND COMPATIBLE WITH ROOFING.

9. LIQUID-TYPE AUXILIARY MATERIALS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES

HAVING JURISDICTION.

10. SHEET FLASHING: 90-MIL- (1.5-MM-) THICK EPDM, PARTIALLY CURED OR CURED, ACCORDING

TO APPLICATION.

11. PROTECTION SHEET: EPICHLOROHYDRIN OR NEOPRENE NONREINFORCED FLEXIBLE SHEET,

55- TO 60-MIL- (1.4- TO 1.5-MM-) THICK, RECOMMENDED BY EPDM MANUFACTURER FOR

RESISTANCE TO HYDROCARBONS, NON-AROMATIC SOLVENTS, GREASE, AND OIL.

12. BONDING ADHESIVE: MANUFACTURER'S STANDARD.

13. SEAMING MATERIAL: MANUFACTURER'S STANDARD, SYNTHETIC-RUBBER POLYMER PRIMER

AND 3-INCH- (75-MM-) WIDE MINIMUM, BUTYL SPLICE TAPE WITH RELEASE FILM.

14. FASTENERS: FACTORY-COATED STEEL FASTENERS AND METAL OR PLASTIC PLATES

COMPLYING WITH CORROSION-RESISTANCE PROVISIONS IN FM GLOBAL 4470, DESIGNED FOR

FASTENING MEMBRANE TO SUBSTRATE, AND ACCEPTABLE TO ROOFING SYSTEM

MANUFACTURER.

15. MISCELLANEOUS ACCESSORIES: PROVIDE LAP SEALANT, WATER CUTOFF MASTIC, METAL

TERMINATION BARS, METAL BATTENS, POURABLE SEALERS, PREFORMED CONE AND VENT

SHEET FLASHINGS, MOLDED PIPE BOOT FLASHINGS, PREFORMED INSIDE AND OUTSIDE

CORNER SHEET FLASHINGS, REINFORCED EPDM SECUREMENT STRIPS, T-JOINT COVERS, IN-

SEAM SEALANTS, TERMINATION REGLETS, COVER STRIPS, AND OTHER ACCESSORIES.

16. ROOFING ASPHALT: ASTM D 312, TYPE III OR TYPE IV.INSTALL ROOFING SYSTEM ACCORDING

TO ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS.COMPLETE TERMINATIONS

AND BASE FLASHINGS AND PROVIDE TEMPORARY SEALS TO PREVENT WATER FROM

ENTERING COMPLETED SECTIONS OF ROOFING SYSTEM AT THE END OF THE WORKDAY OR

WHEN RAIN IS FORECAST. REMOVE AND DISCARD TEMPORARY SEALS BEFORE BEGINNING

WORK ON ADJOINING ROOFING.ADHERE ROOFING OVER AREA TO RECEIVE ROOFING

ACCORDING TO MEMBRANE ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS.

UNROLL MEMBRANE ROOFING AND ALLOW TO RELAX BEFORE INSTALLING.ACCURATELY

ALIGN ROOFING, AND MAINTAIN UNIFORM SIDE AND END LAPS OF MINIMUM DIMENSIONS

REQUIRED BY MANUFACTURER. STAGGER END LAPS. BONDING ADHESIVE: APPLY TO

SUBSTRATE AND UNDERSIDE OF ROOFING AT RATE REQUIRED BY MANUFACTURER, AND

ALLOW TO PARTIALLY DRY BEFORE INSTALLING ROOFING. DO NOT APPLY TO SPLICE AREA

OF ROOFING.IN ADDITION TO ADHERING, MECHANICALLY FASTEN ROOFING SECURELY AT

TERMINATIONS, PENETRATIONS, AND PERIMETERS.

17. ADHESIVE SEAM INSTALLATION: CLEAN BOTH FACES OF SPLICE AREAS, APPLY SPLICING

CEMENT, AND FIRMLY ROLL SIDE AND END LAPS OF OVERLAPPING ROOFING ACCORDING TO

MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE A WATERTIGHT SEAM

INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED EDGES OF ROOFING TERMINATION.

APPLY A CONTINUOUS BEAD OF IN-SEAM SEALANT BEFORE CLOSING SPLICE IF REQUIRED BY

ROOFING SYSTEM MANUFACTURER. TAPE SEAM INSTALLATION: CLEAN AND PRIME BOTH

FACES OF SPLICE AREAS, APPLY SPLICE TAPE, AND FIRMLY ROLL SIDE AND END LAPS OF

OVERLAPPING ROOFING ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO

ENSURE A WATERTIGHT SEAM INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED

EDGES OF ROOFING TERMINATIONS. REPAIR TEARS, VOIDS, AND LAPPED SEAMS IN ROOFING

THAT DO NOT COMPLY WITH REQUIREMENTS.

18. INSTALL SHEET FLASHINGS AND PREFORMED FLASHING ACCESSORIES, AND ADHERE TO

SUBSTRATES ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN

INSTRUCTIONS.APPLY BONDING ADHESIVE TO SUBSTRATE AND UNDERSIDE OF SHEET

FLASHING AT REQUIRED RATE, AND ALLOW TO PARTIALLY DRY. DO NOT APPLY TO SEAM

AREA OF FLASHING. FLASH PENETRATIONS AND FIELD-FORMED INSIDE AND OUTSIDE

CORNERS WITH CURED OR UNCURED SHEET FLASHING. CLEAN SPLICE AREAS, APPLY

SPLICING CEMENT, AND FIRMLY ROLL SIDE AND END LAPS OF OVERLAPPING SHEETS TO

ENSURE A WATERTIGHT SEAM INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED

EDGES OF SHEET FLASHING TERMINATIONS. TERMINATE AND SEAL TOP OF SHEET

FLASHINGS AND MECHANICALLY ANCHOR TO SUBSTRATE THROUGH TERMINATION BARS.

19. PROTECT MEMBRANE ROOFING SYSTEM FROM DAMAGE AND WEAR DURING REMAINDER OF

CONSTRUCTION PERIOD. WHEN REMAINING CONSTRUCTION DOES NOT AFFECT OR

ENDANGER ROOFING, INSPECT ROOFING FOR DETERIORATION AND DAMAGE, DESCRIBING

ITS NATURE AND EXTENT IN A WRITTEN REPORT, WITH COPIES TO ARCHITECT AND OWNER.

CORRECT DEFICIENCIES IN OR REMOVE MEMBRANE ROOFING SYSTEM THAT DOES NOT

COMPLY WITH REQUIREMENTS, REPAIR SUBSTRATES, AND REPAIR OR REINSTALL

MEMBRANE ROOFING SYSTEM TO A CONDITION FREE OF DAMAGE AND DETERIORATION AT

TIME OF SUBSTANTIAL COMPLETION AND ACCORDING TO WARRANTY REQUIREMENTS.

CLEAN OVERSPRAY AND SPILLAGE FROM ADJACENT CONSTRUCTION USING CLEANING

AGENTS AND PROCEDURES RECOMMENDED BY MANUFACTURER OF AFFECTED

CONSTRUCTION.

099300 SOLID COLOR STAINING FOR ALL WOOD SURFACES

1. BASIS OF DESIGN: SHERWIN WILLIAMS SUPER DECK EXTERIOR WATERBORNE SOLID COLOR

STAIN.

2. ALLOW TREATED LUMBER SUFFICENT TIME (6-8 MONTHS) BEFORE STAINING.

3. FINISH COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE OF

COLORS.

EXTERIOR PAINT (RAILING)

1. PRIMER: BASIS OF DESIGN SHERWIN WILLIAMS MACROPOXY 646 FAST CURE EPOXY MASTIC.

2. PAINT: BASIS OF DESIGN SHERWIN WILLIAMS SHER-LOXANE 800 TWO COMPONENT

POLYSILOXANE. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL

RANGE OF COLORS.

3. ALL FALL PROTECTION, GUARD RAILS AND HANDRAILS TO MEET CURRENT BUILDING AND

FIRE CODE.

SECTION 061533 - WOOD DECKING AND STAIR TREADS

1. PRODUCT DATA: FOR PRESERVATIVE-TREATED WOOD PRODUCTS

A. FOR PRESERVATIVE-TREATED WOOD PRODUCTS. INDICATE TYPE OF PRESERVATIVE USED AND

NET AMOUNT OF PRESERVATIVE RETAINED.

2. EVALUATION REPORTS: FOR THE FOLLOWING, FROM ICC-ES:

A. PRESERVATIVE-TREATED WOOD PRODUCTS.

B. DECKING FASTENERS.

3. COMPLY WITH DOC PS 20 AND WITH GRADING RULES OF LUMBER GRADING AGENCIES CERTIFIED BY ALSC'S BOARD OF REVIEW AS APPLICABLE. IF NO GRADING AGENCY IS INDICATED, COMPLY WITH THE APPLICABLE RULES OF ANY RULES-WRITING AGENCY CERTIFIED BY ALSC'S BOARD OF REVIEW.

A. FACTORY MARK EACH ITEM WITH GRADE STAMP OF GRADING AGENCY.

B. FOR ITEMS THAT ARE EXPOSED TO VIEW IN THE COMPLETED WORK, MARK GRADE STAMP ON END

OR BACK OF EACH PIECE OR OMIT GRADE STAMP AND PROVIDE CERTIFICATES OF GRADE

COMPLIANCE ISSUED BY GRADING AGENCY

4. MAXIMUM MOISTURE CONTENT:

A. BOARDS: 15 PERCENT.

B. DIMENSION LUMBER: 4-INCH NOMINAL THICKNESS X 6-INCH NOMINAL (38-MM ACTUAL) THICKNESS.

5. BOARD DECKING AND STAIR TREADS: SELECT ONE LISTED BELOW

A. DOUGLAS FIR-LARCH, COMMERCIAL DEX; WCLIB.

B. SOUTHERN PINE, PREMIUM; SPIB.

6. PRESSURE TREAT BOARDS AND DIMENSION LUMBER WITH WATERBORNE PRESERVATIVE ACCORDING

TO AWPA U1; USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION NOT IN CONTACT WITH THE

GROUND, AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH THE GROUND.

7. APPLICATION: TREAT ALL WOOD UNLESS OTHERWISE INDICATED. TREAT ITEMS INDICATED ON

DRAWINGS AND THE FOLLOWING:

A. FRAMING MEMBERS LESS THAN 18 INCHES (460 MM) ABOVE GRADE.

B. MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.

C. DECKING.

D. STAIR TREADS.

8. SET WORK TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED.

FIT WORK TO OTHER CONSTRUCTION; SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT.

9. INSTALL WOOD DECKING AND STAIR TREADS WITH CROWN UP

10. SECURE DECKING TO FRAMING WITH SCREWS. SEE STRUCTURAL NOTES AND DETAILS.

062013 - EXTERIOR FINISH CARPENTRY

A. FRAMING COMPONENTS FOR STEPS AND RAMPS

B. LUMBER: DOC PS 20 AND APPLICABLE RULES OF GRADING AGENCIES INDICATED. IF NO GRADING

AGENCY IS INDICATED, COMPLY WITH APPLICABLE RULES OF ANY RULES-WRITING AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARD COMMITTEE'S (ALSC) BOARD OF REVIEW. GRADE LUMBER BY AN AGENCY CERTIFIED BY THE ALSC'S BOARD OF REVIEW TO INSPECT AND GRADE LUMBER UNDER

THE RULES INDICATED.

1. FACTORY MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY,

INDICATING GRADE, SPECIES, MOISTURE CONTENT AT TIME OF SURFACING, AND MILL.

2. FOR EXPOSED LUMBER, MARK GRADE STAMP ON END OR BACK OF EACH PIECE OR OMIT GRADE

STAMP AND PROVIDE CERTIFICATES OF GRADE COMPLIANCE ISSUED BY INSPECTION AGENCY.

C. FASTENERS FOR EXTERIOR FINISH CARPENTRY: PROVIDE NAILS OR SCREWS, IN SUFFICIENT LENGTH

TO PENETRATE NOT LESS THAN 1-1/2 INCHES (38 MM) INTO WOOD SUBSTRATE.

D. FLASHING: COMPLY WITH REQUIREMENTS IN SECTION 076200 "SHEET METAL FLASHING AND TRIM" FOR

FLASHING MATERIALS INSTALLED IN EXTERIOR FINISH CARPENTRY.

E. FINISH: ARCHITECT TO SELECT FROM MANUFACTURERS FULL RANGE OF COLORS.

F. SEALANTS: LATEX, COMPLYING WITH ASTM C834 TYPE OP, GRADE NF AND RECOMMENDED BY

SEALANT AND SUBSTRATE MANUFACTURERS FOR INTENDED APPLICATION.

G. INSTALL EXTERIOR FINISH CARPENTRY LEVEL, PLUMB, TRUE, AND ALIGNED WITH ADJACENT

MATERIALS.

1. USE CONCEALED SHIMS WHERE NECESSARY FOR ALIGNMENT.

2. SCRIBE AND CUT EXTERIOR FINISH CARPENTRY TO FIT ADJOINING WORK.

3. REFINISH AND SEAL CUTS AS RECOMMENDED BY MANUFACTURER.

4. INSTALL TO TOLERANCE OF 1/8 INCH IN 96 INCHES (3 MM IN 2438 MM) FOR LEVEL AND PLUMB.

5. COORDINATE EXTERIOR FINISH CARPENTRY WITH MATERIALS AND SYSTEMS IN OR ADJACENT TO

IT.

6. PROVIDE CUTOUTS FOR MECHANICAL AND ELECTRICAL ITEMS THAT PENETRATE EXTERIOR FINISH

CARPENTRY.

053100: ROOF DECK

1.1 SUMMARY

A. ROOF DECK TO DOUBLE AS ROOF SUPPORT AND EXPOSED UNDERSIDE AS FINISHED CEILING.

B. BASIS OF DESIGN: TORIS 4 METAL DECK AS MANUFACTURED BY EPIC METALS: WWW.EPICMETALS.COM

11 TALBOT AVE., RANKIN, PA 15104 877-696-3742.

C. DECK PANELS SHALL SERVE AS CEILING AND A STRUCTURAL ROOF DECK AS INDICATED ON THE

CONTRACT DRAWINGS.

D. PANELS SHALL PROVIDE AN EXPOSED BOTTOM SURFACE THAT IS SUBSTANTIALLY FLAT. THE NARROW E. RIB OPENINGS OF THE ROOF DECK PANELS SHALL PROVIDE THE APPEARANCE OF A LINEAR CEILING.

FASTENERS FOR SIDELAPS AND OVERLYING ROOFING MATERIALS SHALL BE CONCEALED WITHIN THE

DEPTH OF THE DOVETAIL SHAPED RIBS.

F. WEDGE BOLT HANGING DEVICES THAT ARE SPECIALLY CONFIGURED TO FIT INTO THE DOVETAIL-SHAPED RIBS OF THE PANELS SHALL BE AVAILABLE. THESE HANGING DEVICES SHALL BE UTILIZED WHEREVER ANY RELATED WORK IS SUSPENDED FROM THE PANELS. TORIS WEDGE BOLT HANGING DEVICES SHALL

BE FURNISHED BY THE INSTALLER OF THE RELATED WORK UNLESS OTHERWISE INDICATED.

1.2 RELATED WORK

THE FOLLOWING RELATED WORK IS NOT PART OF THIS SPECIFICATION:

A. STRUCTURAL STEEL: SUPPLEMENTARY FRAMING.

B. ROOFING: OTHER THAN STRUCTURAL ROOF DECK AND ACCESSORIES

C. PAINTING: PREPARATION FOR AND APPLICATION OF FIELD PAINTING

D MECHANICAL: ATTACHMENTS TO ROOF DECK.

E. ELECTRICAL: ATTACHMENTS TO ROOF DECK

1.3. SUBMITTALS

SUBMIT THE FOLLOWING ITEMS WITH THE CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION

SECTIONS:

A. THE MANUFACTURER'S SPECIFICATIONS, SECTION PROPERTIES, LOAD AND SPAN TABLES, DIMENSIONS

AND FINISHES SHALL BE SUBMITTED.

B. SHOP DRAWINGS SHALL BE SUBMITTED SHOWING PANEL PLACEMENT, PROFILES, MATERIAL

THICKNESSES, FINISHES, LAYOUT, ANCHORAGE AND OPENINGS AS DIMENSIONED ON THE

ARCHITECTURAL DRAWINGS.

C. A FULL WIDTH SAMPLE SHALL BE SUBMITTED AS REQUESTED TO VERIFY COMPLIANCE WITH THE SPECIFICATIONS AND THE LEVEL OF QUALITY. COLOR CHIPS SHALL BE SUBMITTED SEPARATELY.

1.4 REFERENCE STANDARDS

A. SECTION PROPERTIES SHALL BE COMPUTED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.

B. WWELDING SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE AMERICAN WELDING SOCIETY

(AWS) D1.3 STRUCTURAL WELDING CODE-SHEET STEEL.

C. SUPERIMPOSED LOAD AND DIAPHRAGM SHEAR CAPACITIES SHALL BE COMPUTED IN ACCORDANCE WITH

THE REQUIREMENTS OF THE STEEL DECK INSTITUTE (SDI).

D. THE MANUFACTURER SHALL HAVE BEEN REGULARLY ENGAGED IN THE PRODUCTION OF ROOF DECK AND CEILING SYSTEMS WITH ALL OF THE REQUIRED FEATURES FOR A PERIOD OF AT LEAST TEN YEARS.

E. THE ANSI/SDI-RD - STANDARD FOR STEEL ROOF DECK SHALL GOVERN THE MATERIALS, DESIGN, AND ERECTION OF COLD FORMED STEEL DECK USED FOR ROOF APPLICATIONS IN BUILDINGS AND SIMILAR

STRUCTURES.

1.5 DELIVERY, STORAGE, AND HANDLING

A. THE ROOF DECK SHALL BE PROTECTED FROM DAMAGE DURING DELIVERY, STORAGE, AND HANDLING.

B. IF STORAGE AT THE JOBSITE IS REQUIRED, ROOF DECK SHALL BE ELEVATED ABOVE THE GROUND, SLOPED TO PROVIDE DRAINAGE, AND PROTECTED FROM THE WEATHER WITH A VENTILATED COVERING.

1.6 SUBSTITUTION

A. REFERENCE IN THE SPECIFICATION TO ANY PRODUCT, MATERIAL, TYPE OR FORM OF CONSTRUCTION SHALL ESTABLISH THE MINIMUM STANDARD OF QUALITY AND PERFORMANCE. THESE STANDARDS SHALL

NOT BE ABRIDGED OR MODIFIED FOR ANY REASON FOR THE PURPOSE OF SUBSTITUTION.

B. THE CONTRACTOR SHALL SUBMIT ANY PROPOSED SUBSTITUTION IN WRITING TO THE ARCHITECT OF RECORD FOR CONSIDERATION NO LESS THAN TEN CALENDAR DAYS PRIOR TO THE ORIGINAL BID DATE.

THE SUBSTITUTION PROPOSAL PACKAGE SHALL INCLUDE, AT THE ARCHITECT'S OPTION, A SAMPLE

PRODUCT, STRUCTURAL AND PERFORMANCE DATA, AND FINISH DESCRIPTION.

C. THIS DATA WILL BE COORDINATED AND REVIEWED BY THE PROJECT DESIGN PROFESSIONALS.

ACCEPTANCE OF ANY SUBMITTED SUBSTITUTION WILL BE SO STATED AND DEFINED BY ADDENDUM

PRIOR TO THE ORIGINAL BID DATE. SUBSTITUTION WITHOUT ADDENDUM IS NOT ACCEPTED.

1.7 COORDINATION

A. COORDINATE THE FASTENER LENGTH FOR ATTACHING ROOFING AND THERMAL INSULATION TO AVOID

PENETRATING THE FINISHED BOTTOM SURFACE OF THE ROOF DECK.

1.8 QUALITY ASSURANCE

A. THE ROOF DECK SHALL HAVE BEEN TESTED AND APPROVED BY FACTORY MUTUAL RESEARCH

CORPORATION FOR USE IN CLASS 1 INSULATED STEEL DECK ROOF CONSTRUCTION.

B. THE ROOF DECK SHALL BE LISTED IN THE FM APPROVAL GUIDE. ALL BUNDLES SHALL BEAR THE

APPROPRIATE FM APPROVED LABEL.

PART 2: PRODUCTS

2.1 MANUFACTURER

A. IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SPECIFICATION SECTION, PROVIDE PRODUCTS

MANUFACTURED BY EPIC METALS CORPORATION, RANKIN, PA.

B. THE TYPE ROOF DECK, DESIGN THICKNESS, SECTION PROPERTIES, AND NRC SHALL BE SHOWN IN THE

STRUCTURAL DESIGN DRAWINGS.

2.2 MATERIAL

A. THE ROOF DECK SHALL BE COLD-FORMED FROM STEEL COILS CONFORMING TO ASTM A653,

STRUCTURAL QUALITY, WITH A MINIMUM YIELD STRENGTH OF 40 KSI.

B. BEFORE FORMING, THE STEEL COILS SHALL HAVE RECEIVED A HOT-DIP PROTECTIVE COATING OF ZINC

CONFORMING TO ASTM A924, G60, AS DEFINED IN ASTM A653.

C. THE MINIMUM UNCOATED THICKNESS OF THE STEEL FURNISHED SHALL NOT BE LESS THAN 95% OF THE

DESIGN THICKNESS.

2.3 FABRICATION

A. ROOF DECK SHALL BE COLD-FORMED BY THE CONTINUOUS ROLL FORMING PROCESS.

1. ROOF DECK SHALL HAVE CONTINUOUS DOVETAIL SHAPED RIBS SPACED 6" ON CENTER WITH A

PROFILE DEPTH OF 2.5". SALIENT FEATURE SHALL BE TRIPLE COMPLEX RADII ROLL-FORMED INTO PANEL AT EDGE OF RIBS TO CREATE REVEALS AND CELLS YIELDING CHAMFERED APPEARANCE FOR STRENGTH / CAPACITY. PANELS WITH REVEALS HAVING SIMPLE LINEAR APPEARANCE, OR INVOLVING

ONE RADIUS AT EDGE OF REVEAL, OR BRAKE-FORMED PANELS SHALL NOT BE ACCEPTABLE.

2. ROOF DECK PANELS SHALL HAVE POSITIVE REGISTERING SIDE LAPS THAT CAN BE FASTENED BY

WELDS OR SCREWS.

3. ROOF DECK FINISH PAINT OPTION—PRIOR TO FORMING, GALVANIZED STEEL SHALL BE CHEMICALLY

CLEANED AND PRE-TREATED FOLLOWED BY AN OVEN-CURED EPOXY PRIMER AND A SECOND COAT

OF OVEN-CURED POLYESTER PAINT APPLIED TO BOTH SIDES. AFTER FACTORY PAINTING IS

COMPLETE, A PLASTIC REMOVABLE FILM SHALL BE APPLIED TO THE BOTTOM SURFACE OF THE

PANELS TO PROTECT PAINT FINISH DURING MANUFACTURING, SHIPPING, AND HANDLING. THE

PROTECTIVE FILM IS TO BE REMOVED BY THE ERECTOR PRIOR TO INSTALLATION.

2.4 ACCESSORIES

A. ROOF DECK WEDGE BOLT HANGING DEVICES (WHICH INCLUDE WEDGE LOCKS) SHALL BE INSTALLABLE

AND RELOCATABLE ANYWHERE ALONG THE LENGTH OF THE INTERIOR RIBS OF THE ROOF DECK

PANELS.

B. THE MANUFACTURER'S STANDARD RIDGE PLATES, VALLEY PLATES, TRANSITION PLATES, AND

CLOSURES SHALL BE PROVIDED AS INDICATED ON THE STRUCTURAL DRAWINGS.

C. OPENINGS AND REINFORCEMENT FOR OPENINGS NOTED SPECIFICALLY BY THE DECK MANUFACTURER

ON THE STRUCTURAL DRAWINGS SHALL BE PROVIDED.

D. TYPE ROOF DECK REQUIRING ACCESS OPENINGS SHALL BE SHOWN ON THE STRUCTURAL OR

ARCHITECTURAL DRAWINGS. OPENINGS SHALL BE FACTORY CUT IN THE BOTTOM PLATE AREA BETWEEN RIBS AS REQUIRED. ACCESS COVERS SHALL BE FABRICATED TO MATCH THE FINISH AND PROFILE OF THE ADJACENT DECK SURFACE, INCLUDING ANY STIFFENING RIBS, PERFORATIONS, AND EMBOSSING PATTERNS. COVERS SHALL BE SCREW ATTACHED. HOLES IN ACCESS COVERS SHALL BE PRE-PUNCHED.

SCREWS SHALL BE FURNISHED BY DECK MANUFACTURER.

PART 3: EXECUTION

3.1 GENERAL

A. THE ROOF DECK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS, APPROVED ERECTION DRAWINGS, AND ALL APPLICABLE SAFETY REGULATIONS.

3.2 BEFORE INSTALLATION

A. THE SUPPORTING FRAME AND OTHER WORK RELATING TO THE ROOF DECK SHALL BE

EXAMINED TO DETERMINE IF THIS WORK HAS BEEN PROPERLY COMPLETED.

B. BUNDLES OF MATERIAL SHALL BE LOCATED ON THE SUPPORTING FRAME IN SUCH A MANNER

THAT OVERLOADING OF ANY INDIVIDUAL FRAMING MEMBERS DOES NOT OCCUR.

C. ALL COMPONENTS OF THE ROOF DECK SHALL BE PROTECTED FROM SIGNIFICANT DAMAGE

DURING SHIPMENT AND HANDLING. IF STORAGE AT THE JOBSITE IS REQUIRED, BUNDLES OR

PACKAGES OF THESE MATERIALS SHALL BE ELEVATED ABOVE THE GROUND, SLOPED TO

PROVIDE DRAINAGE, AND PROTECTED FROM THE ELEMENTS WITH A VENTILATED, WATERPROOF

COVERING.

3.3 INSTALLATION

A. BEFORE BEING PERMANENTLY FASTENED, ROOF DECK SHALL BE PLACED ON THE SUPPORTING

FRAME AND ADJUSTED TO FINAL POSITION WITH ENDS ACCURATELY ALIGNED AND ADEQUATELY

BEARING ON THE SUPPORTING FRAME. CONSISTENT COVERAGE SHALL BE MAINTAINED SO THAT

PANELS LOCATED IN ADJACENT BAYS WILL BE PROPERLY ALIGNED.

B. CUTTING OF ROOF DECK TO SUIT JOBSITE CONDITIONS SHALL BE PERFORMED IN A NEAT AND

PROFESSIONAL MANNER. ONLY THOSE OPENINGS INDICATED ON THE STRUCTURAL DRAWINGS

SHALL BE CUT. OTHER OPENINGS SHALL BE CUT AND REINFORCED BY THOSE REQUIRING THE

OPENINGS AS APPROVED BY THE STRUCTURAL ENGINEER.

C. THE ROOF DECK SHALL BE FASTENED TO ALL SUPPORTING MEMBERS WITH THREE 3/4"

DIAMETER PUDDLE WELDS PER 24" WIDE PANEL OR AS INDICATED ON THE MANUFACTURER'S

ERECTION DRAWINGS.

1. THE SIDES OF ROOF DECK LOCATED AT THE PERIMETER OF THE BUILDING SHALL BE

FASTENED TO SUPPORTING MEMBERS WITH 3/4" DIAMETER PUDDLE WELDS AT A MAXIMUM

SPACING OF 36" ON CENTER OR LESS AS INDICATED ON THE MANUFACTURER'S ERECTION

DRAWINGS.

D. THE SIDE LAPS OF ROOF DECK SHALL BE FASTENED TOGETHER WITH 3/8” X 1” LONG SEAM

WELD OR WITH NO. 12 SCREWS AT A MAXIMUM SPACING OF 36" ON CENTER OR LESS AS

INDICATED ON THE MANUFACTURER'S ERECTION DRAWINGS.

E. CONSTRUCTION LOADS SHALL NOT BE APPLIED TO ROOF DECK UNTIL AFTER THE PANELS ARE

PERMANENTLY FASTENED TO SUPPORTING MEMBERS, AND SIDE LAPS ARE ATTACHED. THE

CONSTRUCTION LOADS SHALL NOT EXCEED THE CAPACITY OF THE PANELS.

F. ITEMS SUCH AS CEILINGS, LIGHT FIXTURES, CONDUIT, PIPE AND DUCTWORK SHALL NOT BE

SUSPENDED FROM ROOF DECK WITHOUT SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER.

G. SUMP PANS, RIDGE PLATES, VALLEY PLATES, TRANSITION PLATES, EAVE PLATES, AND SUPPLIED

REINFORCEMENT FOR SMALL OPENINGS SHALL BE FASTENED AS INDICATED ON THE

MANUFACTURER'S ERECTION DRAWINGS.

3.4 AFTER INSTALLATION

A. CONSTRUCTION LOADS THAT COULD DAMAGE THE ROOF DECK SUCH AS HEAVY

CONCENTRATED LOADS AND IMPACT LOADS SHALL BE AVOIDED. PLANKING SHALL BE USED IN

ALL HIGH TRAFFIC AREAS.

B. GALVANIZING AND OTHER COATINGS THAT ARE DAMAGED MUST BE FIELD REPAIRED USING

APPROPRIATE METHODS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

C. CLEANING THE BOTTOM SURFACE OF THE ROOF DECK FOR FIELD PAINTING SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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A000

ARCHITECTURAL

MATERIAL NOTES

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ARCHITECTURAL MATERIAL NOTES NOTE: CONTRACTOR TO UTILIZE THESE SAME

MATERIAL NOTES FOR BOTH UPPER AND

LOWER STATIONS.

DN

1. G.C. TO PROTECT PEDESTRIANS AND OCCUPANTS FROM FALLING

DEBRIS AND OTHER HAZARDS DURING CONSTRUCTION.

2. PRIOR TO ANY DEMOLITION A PHASING PLAN MUST BE IN PLACE

THAT ADDRESSES THE ORDER OF DEMOLITION AND THE TIMING OF

DEMOLITION. THIS PLAN IS TO BE COMMUNICATED NOT ONLY TO THE

OWNER, BUT THE OWNER’S REPRESENTATIVE ON SITE THAT WILL

COMMUNICATE SAID PLAN TO EMPLOYEES OF THE OCCUPIED

SPACES. BUILDING WILL CONTINUE TO BE OCCUPIED DURING THE

DEMOLITION AND RENOVATION OF THE BUILDING.

3. EXCESSIVE NOISE MAKING ACTIVITIES SHALL BE SCHEDULED IN

ADVANCE WITH THE OWNER’S REPRESENTATIVE AND PERFORMED

AT SUCH TIME OF DAY SO AS TO MINIMIZE DISRUPTION TO THE

ACTIVITY OF THE OCCUPANTS.

4. REMOVAL OF DEMOLITION DEBRIS SHALL BE REMOVED FROM THE

INTERIOR PORTION OF THE WORK AREA, AND SHALL NOT BE

ALLOWED TO “COLLECT”. A CONSTRUCTION DEBRIS WASTE AND

RECYCLING PLAN SHALL BE IN PLACE PRIOR TO START OF

DEMOLITION.

5. NO ON SITE BURNING SHALL BE ALLOWED.

6. CONTRACTOR TO PROVIDE SAFETY TRAINING AND A WORKPLACE

ENVIRONMENT CONSISTENT WITH OSHA AND STATE LABOR RULES

AND REGULATIONS.

REMOVE EXISTING

CONCRETE STAIRS

AND RAILINGS

REMOVE EXISTING

CONCRETE STAIRS

AND RAILINGS

REMOVE EXISTING

CONCRETE LANDING,

LEAVING EXISTING

SEWER INLET AND

LINES INTACT

EXISTING SEWER

MANHOLE AND LINES TO

REMAIN INTACT

14' - 0"

/8

9' - 0" 15' - 0"

REMOVE EXISTING

CONCRETE LANDING

SAWCUT SLAB IN

EXISTING TOOL JT.

(SEE 2/U-S501)

MIN 4'-0"

LEAVE THIS

SECTION OF

EXISTING RETAINING

WALL IN PLACE

REMOVE THIS SIDE OF

EXISTING RETAINING

WALL

EXISTING RAILING

TO REMAIN

1299' - 10 7/8"

1297' - 10 7/8"

EXISTING RAMP

TO REMAIN

EXISTING BUILDING TO REMAIN

EXISTING LODGE

(NO NEW WORK)

EXISTING CONCRETE

RETAINING WALL AND

FENCE TO REMAIN

6' - 11"

1285' - 0"

1292' - 0 7/8"

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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U-A001

UPPER STATION -

DEMOLITION PLAN

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GENERAL DEMOLITION PLAN NOTES

P L A N

N

S

W

E

No. ITEM DATE

SCALE: 1/8" = 1'-0"

DEMOLITION PLAN

1. TRAM & TRAM SUPPORT STRUCTURE INSTALLED

UNDER SEPARATE CONTRACT.

2. TRAM CABIN GUIDES ARE SUPPLIED BY

DOPPELMAYR AND INSTALLED BY G.C.

U-A201

U-A501

E

3.02.01.0

C

B

A

1.4 2.6

F

33' - 11 1/2"

5' - 7 1/2" 22' - 8 1/2" 5' - 7 1/2"

U-A2012

9'

5"

CONTROL BOOTH

(BY DOPPELMAYR)

LOADING

PLATFORM -

WOOD

LOWER PLATFORM -

STEEL GRATE

RAILING AS FALL

PROTECTION

FALL

PROTECTION

NET

U-A202

U-A301

U-A501

U-A501

U-A501

D

U-A301

CENTERLINE OF RAILING TO ALIGN

w/ CENTERLINE OF COLUMNS (TYP.)

50' - 2 1/4"

/4

16' - 2 3/4"

1/ 4"

EXISTING RAMP

1299' - 10 7/8"

1297' - 10 7/8"

EXISTING RAILING

EXTENT OF CANOPY ABOVE

U-S501

NEW CONCRETE SLAB &

RETAINING WALL BELOW

U-A501

STAIRS TO FOLLOW ANGLE OF

EXISTING STRUCTURE AND ARE

TO BE CONCRETE AT-GRADE

1285' - 0"

10 TREADS @ 1'-0" = 10' - 0"

T

R

EA

D S

'-0

2'

0"

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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DATE:

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U-A101

UPPER STATION - TRAM

LEVEL PLAN

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P L A N

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GENERAL PLAN NOTES

No. ITEM DATE

SCALE: 1/4" = 1'-0"

TRAM LEVEL PLAN

1. SEE SHEET A000 ROOFING NOTES.

3.02.01.0

B

A

SURFACE-MOUNTED DIRECTIONAL

LED LIGHT FIXTURE (TYP.)

U-A301

TORIS ROOF DECK

BY EPIC METALS35' - 2 1/2"

9' - 7 1/4" 16' - 0 1/8" 9' - 7 1/4"

R

/4

3.02.01.0

B

A

EPDM ROOFING

U-A202

U-A301

16' - 3 1/4" 16' - 3 1/4"

U-A301

35' - 2 1/2"

R

/4

SURFACE MOUNTED DIRECTIONAL LED FIXTURE

SURFACE MOUNTED LED FIXTURE

1. REFER TO ELECTRICAL DRAWINGS FOR DETAILS ON

LIGHTING.

2. COORDINATE CONDUIT AND CONCEAL RUNS WITHIN ROOF

DECK CHANNELS PER MFGRS. STANDARD DETAILS.

3. EXPOSED ROOF DECK TO HAVE PRE-PAINTED ZINC

PRIMER AND FINISH COATINGS AS SELECTED FROM

MFGRS. STANDARD COLORS.

4. EXPOSED STEEL SUPPORT BEAMS AND COLUMNS TO BE

FACTORY PRIMED AND FIELD PAINTED.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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DATE:

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U-A102

UPPER STATION -

CANOPY REFLECTED

CEILING AND ROOF PLAN

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GENERAL ROOF PLAN NOTES

No. ITEM DATE

SCALE: 1/4" = 1'-0"U-A102

TRAM CANOPY REFLECTED CEILING PLAN1

SCALE: 1/4" = 1'-0"U-A102

CANOPY ROOF PLAN2

REFLECTED CEILING LEGEND

REFLECTED CEILING PLAN

GENERAL NOTES

3.0 2.0 1.0

NEW TRAM LEVEL

1297' - 10 7/8"T.O.S. HI

1297' - 3 3/4"

T.O.S. LO

1296' - 6 1/4"

T.OC. 1

1294' - 2"

CANOPY ROOF LEVEL

1306' - 10 7/8"

CONTROL BOOTH

BY DOPPELMAYR

PLATFORM CANOPY

BEYOND

PAINTED STEEL

COLUMN (TYP.)

MANUFACTURED STONE

COLUMN CAP (TYP.)

BRICK COLUMN WRAP.

BRICK TO MATCH

EXISTING BUILDING IN

SIZE & COLOR (TYP.)

STEEL RAILING AS FALL

PROTECTION (TYP.)

ALL STEEL STRUCTURE

BELOW LOADING DECK

LEVEL TO BE GALVANIZED,

NON-PAINTED (TYP.)

U-A501

ECBA F

NEW TRAM LEVEL

1297' - 10 7/8"

OLD TRAM LEVEL

1285' - 0"

CANOPY ROOF LEVEL

1306' - 10 7/8"

D

PLATFORM CANOPY

PAINTED STEEL

COLUMN (TYP.)

MANUFACTURED

STONE COLUMN CAP

(TYP.)

BRICK COLUMN

WRAP. BRICK TO

MATCH EXISTING

BUILDING IN SIZE &

COLOR (TYP.)

STEEL RAILING AS

FALL PROTECTION

(TYP.)

ACCESS STAIR

INTERMEDIATE

LANDING

ALUMINUM GUTTER

& DOWNSPOUT

AT-GRADE CONCRETE STAIRS

R

IS

ER

S

-3

/4

/2

" ALL STEEL STRUCTURE

BELOW LOADING DECK

LEVEL TO BE GALVANIZED,

NON-PAINTED (TYP.)

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

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U-A201

UPPER STATION -

ELEVATIONS

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SCALE: 1/4" = 1'-0"U-A201

PLATFORM NORTH ELEVATION1

No. ITEM DATE

SCALE: 1/4" = 1'-0"U-A201

PLATFORM EAST ELEVATION2

3.02.01.0

1297' - 10 7/8"

CANOPY ROOF LEVEL

1306' - 10 7/8"

ACCESS STAIR

INTERMEDIATE

LANDING

CONTROL BOOTH

(BY DOPPELMAYR)

STEEL RAILING AS FALL

PROTECTION

PLATFORM CANOPY

PAINTED STEEL

COLUMN (TYP.)

MANUFACTURED

STONE COLUMN CAP

(TYP.)

BRICK COLUMN WRAP.

BRICK TO MATCH

EXISTING BUILDING IN

SIZE & COLOR (TYP.)

ALUMINUM GUTTER &

DOWNSPOUT (TYP.)

8" M

IN

. B

EL

O

W S

TE

EL

EX

TE

N D

D O

W N

SP

O

U T

R

IS

ER

S

-3

/4

/4

" ALL STEEL STRUCTURE

BELOW LOADING DECK

LEVEL TO BE GALVANIZED,

NON-PAINTED (TYP.)

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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DATE:

SHEET NO.:

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U-A202

UPPER STATION -

ELEVATIONS

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No. ITEM DATE

SCALE: 1/4" = 1'-0"U-A202

PLATFORM SOUTH ELEVATION1

3.01.0

1297' - 10 7/8"

CANOPY ROOF LEVEL

1306' - 10 7/8"

U-A301

TORIS ROOF DECK BY EPIC METALS

B A

NEW TRAM LEVEL

1297' - 10 7/8"

T.O.S. HI

1297' - 3 3/4"

CANOPY ROOF LEVEL

1306' - 10 7/8"

FLEXIBLE SEALANT (1/2"

NOMINAL THICKNESS AT

POST PENETRATION)

PAINTED RAILING

DRIP GROOVE

3"1 U-A501

EPDM ROOF DRIP EDGE FASCIA

GONDOLA

SUPPORT ARM

OBSTACLE FREE ZONE - SEE PLAN

4' - 0" 6' - 8"

10' - 8"

CANOPY SUPPORT

COLUMN BEYOND

U-A301

U-A301

EDGE OF PLATFORM @ ARC

FRONT EDGE

OF CANOPY

BRICK SURROUND TO MATCH

EXISTING BUILDING IN SIZE

AND COLOR (TYP.)

2 LAYERS OF WRB

BRICK - TO MATCH EXISTING @

LODGE IN SIZE AND COLOR

BRICK TIES @ 16" O.C. VERTICALLY

L 3x3x3/8 AS BRICK

SUPPORTS (TYP) - SEE

PLAN DETAIL THIS PAGE

1/4

3 SIDES

CANOPY ROOF LEVEL

1306' - 10 7/8"

5/8" DENS DECK

COVER BOARD

EPDM

TORIS 4 STEEL DECK AS

MFG. BY EPIC METALS

14 GA CLOSURE ANGLE OR

MANUFACTURER'S

STANDARD CLOSURE STRIP

ALUMINUM BREAK

METAL FASCIA

6" ALUMINUM BOX

GUTTER (TYP.)

1x OR BUILT-UP PLYWOOD

BLOCKING

B

5/8" DENS DECK COVER BOARD

EPDM AS MEMBRANE AND FLASHING

TORIS 4 STEEL DECK AS

MFG. BY EPIC METALS

CURVE OF ARC

(SEE PLAN)

BUILT-UP EXT. GRADE

PLYWOOD AS NAILER TO

FOLLOW CURVE

LIQUISEAL LIQUID FLASHING RESIN

OVER EPDM GRAVEL STOP.

8x8x3/8 TUBE

COLUMN

L3x3x3/8 AS BRICK LEDGE

(TYP. ALL 4 SIDES)

1/4

3 SIDES

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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DATE:

SHEET NO.:

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U-A301

UPPER STATION -

PLATFORM CANOPY

SECTIONS

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No. ITEM DATE

SCALE: 1/2" = 1'-0"U-A301

LONGITUDINAL SECTION @ PLATFORM CANOPY1

SCALE: 3/4" = 1'-0"U-A301

TRANSVERSE SECTION @ PLATFORM CANOPY2

SCALE: 1 1/2" = 1'-0"U-A301

ENLARGED ROOF EDGE DETAIL -

LOW END5

SCALE: 1 1/2" = 1'-0"U-A301

ENLARGED ROOF EDGE DETAIL -

HIGH END4EDGE OF ROOF @ BACK OF ARC

(SEE PLAN)

SCALE: 1 1/2" = 1'-0"U-A301

TYP. PLAN DETAIL @ COLUMN

BRICK LEDGE3

SUPPORT POST - ATTACH TO

DECK AS SHOWN IN RAILING POST

ATTACHMENT DETAILS ON U-A501.

ALSO ATTACH TO STEEL COLUMN

@ TOP OF POST

1/4" Ø PIN HINGE - WELD PIN TO GATE AND

PIN SLEEVE TO SUPPORT POST (TYP.)

PROVIDE SLIDE-BOLT AS

LATCHING & LOCKING

MECHANISM

PROVIDE STEEL PLATE (EACH

SIDE OF POST) TO PROVIDE

FLUSH SURFACE FOR LATCH

(CONTROL BOOTH SIDE) AND

STOP (LOADING PLATFORM SIDE)

WELDED

STEEL STOP

(LOADING

PLATFORM

SIDE)

NOTE: ADD "RESTRICTED AREA" SIGNAGE TO PLATFORM

LOADING SIDE OF GATE, UPPER AND LOWER STATIONS.

C

NEW TRAM LEVEL

1297' - 10 7/8"

3.0

NEW TRAM LEVEL

1297' - 10 7/8"

8"

4" ø 1 1/2"

C

LR

1/

2"

" M

AX

2 1/2"

2 1/4" CLEARPROVIDE HANDRAIL @

STAIRS ONLY

1/4" x 1-1/2" FLAT BAR

1/2" SQ. BARS AS PICKETS

1/4" x 1-1/2" FLAT BAR

1-1/2" SQ. BAR AS POSTS

2 1/2" x 8" TUBE STEEL

U-A501

3.0

NEW TRAM LEVEL

1297' - 10 7/8"

STRUCTURAL W-SHAPE

4x6 SLEEPER

4x6 DECKING

1-1/2" x 1-1/2" NOM SCH

40 RAILING POST

3/8"x6"x7" BASE PLATE

PRE-DRILL BEAMS w/ 1/2" Ø HOLES COORDINATED w/

RAILINGS

(4) 3/8" Ø A307 BOLTS w/

DOUBLE NUTS AND

WASHER @ BOTTOM

1/4

3 1/2"

NEW TRAM LEVEL

1297' - 10 7/8"

T.O.S. HI

1297' - 3 3/4"

W8x24 OR W12x26

4x6 SLEEPER

4x6 DECKING

1-1/2" x 1-1/2" NOM SCH

40 RAILING…