@ AT

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.:

FO

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4/

/2

1:

:5

PM

C :\U se rs

\tl ew is \D oc um en ts

\R ev it\ Pi pe st em U pp er

S ta tio n_ to dd le w is

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G001

ABBREV & SYMBOLS

2112149.00

PI

PE

ST

EM

U

PP

ER

A

N D

LO

W

ER

TE

RM

IN

A

LS

W V

DE

PT

O F

N A

TU

RA

L

RE

SO

UR

C

ES

04/10/2024

IS

SU

ED

F

O R

BI

DD

IN

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PI

PE

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, W

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T V

IR

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IN

IA

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, HALF ROUND GUTTER AND ROUND

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" HALF ROUND 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 HALF ROUND GUTTER, REGARDLESS OF DIAMETER, METAL SUBSTRATE OR THICKNESS IS TO BE

MANUFACTURED USING ROLL FORMING (NO PRESS BREAKS OR BUMPING).

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" ROUND 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 OF 10'-0”.

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 AND GALVANIZED STEEL STRUCTURE)

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.

4. GALVANIZING SHALL NOT BE WATER QUENCHED OR TREATED WITH A CHROMATE COATING

AS PART OF THE GALVANIZING PROCESS.

5. SURFACE PREPARATION: COMPLETELY REMOVE ALL THE OIL/PASSIVATOR FROM THE

GALVINZED STEEL SURFACE.THE SURFACES TO BE COATED SHOULD BE FREE OF GREASE,

OIL, SALTS, ZINC OXIDE OR HYDROXIDE, AND OTHER FOREIGN MATERIALS. CLEANING WITH

SOLVENTS, ALKALINE CLEANERS, HAND AND POWER TOOLS AS APPROPRIATE IS

DISCUSSED IN DETAIL IN ASTM D 6386. THE SURFACES SHOULD BE SMOOTH AND FREE OF

IMPERFECTIONS SUCH AS DRIPS AND DROSS INCLUSIONS. NOTE THAT THE GALVANIZING

MAY BE ACCEPTABLE ACCORDING TO ASTM A123, BUT STILL BE UNACCEPTABLE FOR

PAINTING DUE TO THE PRESENCE OF IMPERFECTIONS SUCH AS GLOBULES THAT REQUIRE

REMOVAL. HAND OR POWER TOOL CLEANING CAN REMOVE IMPERFECTIONS AND PROVIDE A

UNIFORM SURFACE. A SURFACE PROFILE MAY NEED TO BE CREATED FOR ADHESION OF

CERTAIN COATINGS SYSTEMS BUT CARE SHOULD BE TAKEN TO AVOID REMOVING THE

GALVANIZING WHILE PROFILING THE SURFACE. THE THICKNESS OF THE ZINC COATING

SHOULD BE MEASURED BEFORE AND AFTER THE CLEANING PROCESS TO ENSURE THE

SPECIFIED ZINC THICKNESS COMPLIES WITH ASTM A123, STANDARD SPECIFICATION FOR

ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS, OR THE PROJECT

SPECIFICATION, PRIOR TO COATING APPLICATION.

SURFACE PREPARATION FOR MACROPOXY 646 OVER GALVANIZED STEEL.

GALVANIZING: SSPC-SP1. IF SURFACE HAS NOT BE WEATHERED FOR MORE THAN 6 MONTHS,

FOLLOW SSPCSP1.

6. USE GREAT LAKES LABS “CLEAN AND ETCH” ALKALINE CLEANER ON GALVANIZED STEEL IN

ACCORDANCE W/ MFG. INSTRUCTIONS.

7. DATA SHEETS AVAILABLE UPON REQUEST FROM ARCHITECT.

SECTION 061533 - WOOD DECKING AND STAIR TREADS

1. PRODUCT DATA: FOR PRESERVATIVE-TREATED WOOD PRODUCTS

1. 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:

1. PRESERVATIVE-TREATED WOOD PRODUCTS.

2. 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.

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

2. 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:

1. BOARDS: 15 PERCENT.

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

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

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

2. 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:

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

2. MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.

3. DECKING.

4. 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

1. EXTERIOR WOOD WRAPPED COLUMNS.

2. LUMBER SOFFITS

3. LUMBER BEAMS

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. LUMBER FOR OPAQUE-STAINED FINISH: WOOD COLUMN WRAP AND BEAMS

1. SPECIES AND GRADE: EASTERN WHITE PINE, EASTERN HEMLOCK-BALSAM FIR-TAMARACK,

EASTERN SPRUCE, OR WHITE WOODS; NELMA, NLGA, WCLIB, OR WWPA

2. MAXIMUM MOISTURE CONTENT: 15 PERCENT

3. FINGER JOINTING: NOT ALLOWED

4. FACE SURFACE: SURFACED SMOOTH

D. LUMBER FOR WOOD SOFFITS: PROVIDE KILN-DRIED LUMBER SIDING COMPLYING WITH DOC PS 20

1. SPECIES AND GRADE: EASTERN WHITE PINE, EASTERN HEMLOCK-BALSAM FIR-TAMARACK,

EASTERN SPRUCE, OR WHITE WOODS; NELMA, NLGA, WCLIB, OR WWPA

2. PATTERN: V-EDGE, SMOOTH-FACED TONGUE AND GROOVE, ACTUAL FACE WIDTH (COVERAGE)

AND THICKNESS OF 5-1/8 BY 23/32 INCH (130 BY 18 MM)

E. 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.

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

FLASHING MATERIALS INSTALLED IN EXTERIOR FINISH CARPENTRY.

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

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

SEALANT AND SUBSTRATE MANUFACTURERS FOR INTENDED APPLICATION.

I. 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.

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

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MATERIAL NOTES

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ARCHITECTURAL MATERIAL NOTES

No. ITEM DATE

NOTE: CONTRACTOR TO UTILIZE THESE SAME

MATERIAL NOTES FOR BOTH UPPER AND

LOWER STATION.

A

B

C

D

4 5 6 7 8 9

EXISTING RAILING THIS

END ONLY TO BE

REMOVED ONCE NEW

PLATFORM IS IN PLACE

REMOVE EXISTING RAILING

THIS END OF PATIO FOR

NEW STAIR ACCESS.

- 1

3'

5/

8"

EXISTING TRAMWAY

BAYS

EXISTING RAMP

EXISTING

STAIR

EXISTING PATIO

EXISTING BUILDING

1. G.C. TO PROTECT OCCUPIED AREAS OF BUILDING FROM DUST &

DEBRIS 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.

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

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DEMOLITION PLAN

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UPPER STATION - DEMOLITION PLAN1

GENERAL DEMOLITION PLAN NOTES

No. ITEM DATE

P L A

NN

S

W

E

UP

UP

A

5 6 7 8 9 10

EXISTING TRAM

BAYS

U-A301

U-A301

LOWER PLATFORM -

STEEL GRATE

LOADING

PLATFORM -

WOOD

U-A201

U-A201

U-A201

TRAM CAR LOADING PLATFORM

"NO OBSTACLE" ZONE - CANOPY

ROOF MAY ENTER INTO THIS ZONE

(SEE 2/U-A301)

EXISTING

CONCRETE

TOWER

- 1

/4

" V .I.

F.

5/ 8"

U-A502

5.9

T.4

8.1 8.65.5

T.3

T.2

/8

6.3 7.7

FALL PROTECTION

NET

CONTROL BOOTH

(BY DOPPELMAYR)

LOADING PLATFORM

EXTENSION TO PROVIDE

ACCESS TO CONTROL BOOTH

CATWALK (CATWALK BY

DOPPELMAYR)

TRAM CABIN GUIDES

+/- 7' - 5 1/4"

8'

0"

U-A501

6.1 7.9

EXPANSION JOINT

WHERE NEW PLATFORM

MEETS EXISTING LODGE

/4

5'

1/

4"

10' - 10" 22' - 5 3/8" 10' - 10"

3' - 7 1/4"3' - 7 1/4"

7' - 11"

- 4

/2

" V .I.

F.

/2

10' - 6"

EQ

EQ

EXISTING

WOOD RAMP

T.1

U-A501

JOIN NEW RAILING TO

EXISTING RAILING

JOIN NEW RAILING TO

EXISTING RAILING @

CORNER

FILL ALL HOLES LEFT FROM

REMOVAL OF OLD RAILING.

PROVIDE A FLAT, LEVEL SURFACE.

5' - 9" 15' - 8 3/8" 15' - 8 3/8" 5' - 9"

DECK BOARD DIRECTION

(FULL PATTERN NOT

SHOWN FOR CLARITY)

RAILING AS FALL

PROTECTION (TYP.)

6.8

1' - 4"

U-A502

U-A501

1. TRAM & TRAM SUPPORT STRUCTURE INSTALLED UNDER SEPARATE

CONTRACT.

2. TRAM CABIN GUIDES ARE SUPPLIED BY DOPPELMAYR AND

INSTALLED BY G.C.

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

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UPPER STATION - TRAM

LEVEL PLAN

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UPPER STATION - TRAM LEVEL PLAN

P L A

NN

S

W

E

GENERAL PLAN NOTES

5 6 7 8 9 10

U-A301

U-A301

U-A201

U-A201

U-A201

EPDM ROOFING (TYP.)

5.9

T.4

8.1 8.65.5

T.3

T.2

6.3 7.7

6" PAINTED STEEL DOWNSPOUT

6" PAINTED HALF-ROUND

STEEL GUTTER

6" PAINTED STEEL DOWNSPOUT

6" PAINTED STEEL DOWNSPOUT

6" PAINTED STEEL DOWNSPOUT

6.1 7.9

CANOPY CANOPY

CANOPY

10' - 3 1/2" 10' - 3 1/2"

27' - 0 1/4"

T.1

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

1"

1' -0

1"

1'

-0

U-A501

6" HALF-ROUND PAINTED STEEL GUTTER

1/ 4"

PAINTED STEEL

GUTTER

6.8

5'

7/

8"

U-A502

U-A501

/8

1. SEE SHEET A000 ROOFING NOTES.

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-A102

UPPER STATION - ROOF

PLAN

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UPPER STATION - TRAM CANOPY ROOF PLAN1

GENERAL ROOF PLAN NOTES

SURFACE MOUNTED DIRECTIONAL LED FIXTURE

DUAL HEAD EMERGENCY LIGHT

EXTERIOR WALL PACK

A

U-A301

U-A502

5.9

T.4

8.1 8.65.5

T.3

T.2

6.3 7.76.1 7.9

T.1

3X12 TIMBER (TYP. @

EACH COLUMN)

TONGUE & GROOVE

SOFFIT (TYP.)

SURFACE-MOUNTED

DIRECTIONAL LED

LIGHT FIXTURE (TYP.)

6.8

U-A502

U-A501

1. EXTEND DRY SPRINKLER SYSTEM FROM MAIN STRUCTURE

TO UNDERSIDE OF CANOPY AT TERMINAL DECK, IN

ACCORDANCE WITH NFPA 13. (2016)

2. TIE SYSTEM INTO EXISTING FIRE ALARM SYSTEM AS

REQUIRED BY NFPA 13 (2016), NFPA 101 (2021).

3. CONTRACTOR TO SUBMIT SPRINKLER PLANS TO WV STATE

FIRE MARSHAL FOR APPROVAL PRIOR TO WORK.

4. CAD DISCLAIMER REQUIRED FOR USE OF ARCHITECT’S

DRAWINGS FOR SPRINKLER LAYOUT.

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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UPPER STATION -

REFLECTED CEILING PLAN

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SCALE: 3/16" = 1'-0"

REFLECTED CEILING PLAN

P L A

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S

W

E

No. ITEM DATE

REFLECTED CEILING PLAN

GENERAL NOTES

TRAM STATION LEVEL

2671' - 0 1/2"

A

FIRST FLOOR - HIGH

2688' - 4 1/2"

T.4T.3T.2

EPDM ROOFING

6" PAINTED STEEL DOWNSPOUT

(DRAINS TO LOWER ROOF)

6" PAINTED

STEEL

DOWNSPOUT

6" PAINTED STEEL DOWNSPOUT

TO STOP 5'-0" BELOW TOP OF

DECK (TYP. ). DISCHARGE TO BE

TURNED AWAY FROM

STRUCTURE BELOW.

WOOD-WRAPPED

STEEL COLUMN (TYP.)

6" PAINTED STEEL GUTTER

MANUFACTURED STONE

COLUMN CAP (TYP.)

MANUFACTURED STONE

COLUMN WRAP (TYP.)

3X12 TIMBER (TYP. @

EACH COLUMN)

8"

4"

T.1

TRAM STATION LEVEL

2671' - 0 1/2"

AT.4 T.3 T.2

EPDM ROOFING

6" PAINTED STEEL DOWNSPOUT

(DRAINS TO LOWER ROOF)

6" PAINTED STEEL

DOWNSPOUT

6" PAINTED STEEL

DOWNSPOUT

WOOD-WRAPPED

STEEL COLUMN (TYP.)

6" PAINTED STEEL GUTTER

MANUFACTURED STONE

COLUMN CAP (TYP.)

MANUFACTURED STONE

COLUMN WRAP (TYP.)

3X12 TIMBER (TYP. @

EACH COLUMN)

T.1

TRAM STATION LEVEL

2671' - 0 1/2"

678910

3/

4"

T.O.S. LOW PLATFORM

2669' - 8"

5.98.18.6 5.5

T.O.S. HIGH PLATFORM

2670' - 5 1/2"

6.37.7

6" PAINTED STEEL

DOWNSPOUT AND

GUTTER (TYP.)

WOOD-WRAPPED

STEEL COLUMN (TYP.)

MANUFACTURED STONE

COLUMN CAP (TYP.)

3X12 TIMBER (TYP. @

EACH COLUMN)

MANUFACTURED STONE

COLUMN WRAP (TYP.)

6.17.9

T.O. PIER 1

2667' - 10"

CONTROL BOOTH

BY DOPPELMAYR

6"

6"

1/2" Ø A36 ALL-

THREAD (TYP.)

6"x10"x1/4" STEEL

PLATE PRIMED AND

PAINTED BLACK (TYP.)

6.8

UPPER ROOF DOWNSPOUT

TO DRAIN ONTO LOWER ROOF

(TYP.) - ADAPT DOWNSPOUT

TO DRAIN PROPERLY

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

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COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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U-A201

UPPER STATION -

ELEVATIONS

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PLATFORM CANOPY EAST ELEVATION2

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

PLATFORM CANOPY WEST ELEVATION1

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

PLATFORM CANOPY NORTH ELEVATION3

FIRST FLOOR - LOW

2684' - 4 1/2"

TRAM STATION LEVEL

2671' - 0 1/2"

A

FIRST FLOOR - HIGH

2688' - 4 1/2"

PATIO LEVEL

2675' - 0 1/2"

U-A301

U-A502

2667' - 11 5/8"

2684' - 11 5/8"

T.O.S. LOW PLATFORM

2669' - 8"

T.4 T.3 T.2

T.O.S. HIGH PLATFORM

2670' - 5 1/2"

U-A501

U-A501

EXISTING CONCRETE TOWER

(BY DOPPELMAYR)

T.O. PIER 1

2667' - 10"

T.1

FALL PROTECTION NET

COLUMN BASE & CAP

ONLY @ THIS LOCATION

LIGHT FIXTURE (TYP.)

U-A301

"EXCLUSION ZONE" FOR CLEARANCE

29' - 8"

LINE OF

REQUIRED

CLEARANCE

BELOW ROOF

LINE OF

REQUIRED

CLEARANCE

BELOW ROOF

17' - 5" 3' - 0" 24' - 0"

T.O.S. LOW PLATFORM

2669' - 8"

5.98.18.6 5.5

T.O.S. HIGH PLATFORM

2670' - 5 1/2"

CONTROL BOOTH

(BY DOPPELMAYR)

(18' MIN CLEARANCE)

2' - 3 1/4"

GONDOLA

SUPPORT ARM

EXISTING

CONCRETE TOWER

(BY DOPPELMAYR)

6.8

1/2" Ø A36 ALL-

THREAD (TYP.) 6"x10"x1/4" STEEL

PLATE PRIMED AND

PAINTED BLACK (TYP.)

U-A501

2x FASCIA

8" GRAVEL STOP

EXTEND EPDM MEMBRANE

OVER FACE OF 2X FASCIA 6"

MIN. OR RECOMMENDED BY

EPDM MANUFACTURER.

LIQUISEAL LIQUID

FLASHING RESIN OVER

EPDM GRAVEL STOP.

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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UPPER STATION -

PLATFORM SECTIONS

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LONGITUDINAL SECTION1

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

UPPER STATION - TRANSVERSE PLATFORM SECTION2

T.2

COUNTERFLASHING

OVER TERMINATION BAR

1" ALUMINUM TERMINATION BAR

W/ GROMMETED FASTENERS. TYP

FASTEN EXPANSION JOINT

FLANGE TO WALL FRAMING W/

MANUFACTURER

RECOMMENDED FASTNER

CLOSED CELL

FOAM BACKER

8" M

IN

2" JOINT WIDTH

PRESSURE TREATED WOOD CURB

BASIS OF DESIGN: NYSTROME

FLEXIBLE ROOF BELLOW EJN-

EWCF-200W W/ INTEGRAL FLANGES

AND ELASTOMERIC COVER

OVERHANG

3' - 0"

8' HALF-ROUND GUTTERS

6"

6"

LIGHT FIXTURE

(TYP.)

5.5

OUTLINE OF COLUMN

BASE BELOW CAP

WOOD LOADING

PLATFORM SURFACE

MANUFACTURED STONE

COLUMN BASE CAP (CUT

INFIELD AS REQUIRED TO

SURROUND COLUMN)

42" FALL PROTECTION

RAILING (TO MATCH

EXISTING IN DESIGN

STYLE)

FLOOR-MOUNTED 42"

FALL PROTECTION

RAILING (TO MATCH

EXISTING IN DESIGN

STYLE)

DOWNSPOUT

1' - 6"

1'

6"

1' - 2 1/2"

1'

1/

2"

5" STEEL TUBE

COLUMN WRAPPED w/

3/4" WOOD

U-A501

TRAM STATION LEVEL

2671' - 0 1/2"

5.95.5

8" 2'

6"

4"

3'

6"

1'-6" SLOPED STONE CAP

SLEEPER 4"x6" NOM. P.T. LUMBER (TYP.)

4"x6" NOM. P.T. LUMBER (TYP.)

MOTAR SETTING BED

MORTER SCRATCH COAT

LATH

2 LAYERS OF WRD

WEEP SCREED OR DRIP SCREED

BEDDING SEAL UNDER FLASHING

FLEXIBLE SEALANT (1/2" NOM

THICKNESS AT POST PENETRATION PAINTED RAILING

STONE

DRIP GROOVE

U-A501

3'

8" 2"

3"

EPDM ROOF

2x FASCIA

T&G SOFFIT

1" THICK WOOD WRAPPED COLUMN-TYP.

3' - 0"1'-0" TYP.

6" HALF ROUND

GUTTER WITH

GUTTER

WEDGE/BRACKET

DOWN SPOUT

ROUND KNOKE

DOWNSPOUT BRACKET

8" GRAVEL STOP

EXTEND EPDM MEMBRANE OVER FACE OF 2X FASCIA

6" MIN. OR RECOMMENDED BY EPDM MANUFACTURER.

LIQUISEAL LIQUID

FLASHING RESIN OVER

EPDM GRAVEL STOP.

3/4" EXTERIOR GRADE SHEATHING UNDER EPDM

3/4" EXTERIOR GRADE SHEATHING

3"X12" WOOD BEAM

2X WOOD FRAMING INFILL-SEE STRUCTURE

STEEL STRUCTURE

DRIP EDGE FASCIA

TRAM STATION LEVEL

2671' - 0 1/2"

EXISTING STONE FACING

EXISTING CONCRETE SLAB

@ OLD TRAM BAYS

EXPANSION JOINT

COVER-PCS2G-100

3/16" X 1 3/4" MASONRY

ANCHOR TAPPER 18" O.C.

(90H23600)(FIN: SILVER P/S)

ICC-ES#ESR-3068 (MASONRY)

1"

TRAM STATION LEVEL

2671' - 0 1/2"

T.O.S. HIGH PLATFORM

2670' - 5 1/2"

8"

4"

2 1/2"

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

T.3

3/4" Ø A36 ALL-THREAD w/

WASHER & NUT. EXTEND ALL-

THREAD 3/4" BEYOND NUT

(TYP.). DO NOT TORQUE.

3x12 TIMBER

WOOD-

WRAPPED HSS

COLUMNS

6"x10"x1/4" STEEL

PLATE PRIMED AND

PAINTED BLACK (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

PROJ. NO.:

DATE:

SHEET NO.:

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U-A501

UPPER STATION - DETAILS

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ROOF JOINT DETAIL TO EXISTING BUILDING4

SCALE: 3/4" = 1'-0"U-A501

TYPICAL ENLARGED COLUMN DETAIL6

SCALE: 3/4" = 1'-0"U-A501

TYPICAL SECTION @ CANOPY

COLUMN & RAILING3

SCALE: 1 1/2" = 1'-0"U-A501

FLOOR TRANSITION DETAIL @

EXISTING BUILDING5

SCALE: 3/4" = 1'-0"U-A501

TYPICAL RAILING SECTION2

No. ITEM DATE

SCALE: 3/4" = 1'-0"U-A501

SECTION @ ROOF SUPPORTS1

TRAM STATION LEVEL

2671' - 0 1/2"

PATIO LEVEL

2675' - 0 1/2"

6"

TY

P.6"

4'

0"

PAINTED HAND RAIL AND

GUARD RAIL

U-A502

U-A502

U-A502

10" WIDE 3/8" BENT PLATE (TYP.)

MC 8x20 STRINGER (TYP. EDGES &

CENTER SUPPORT)

FRONT CORNER OF BENT

PLATE TO EXTEND 1/2"

ONTO CHANNEL STRINGER

GUARDRAIL SUPPORT

EXTENDS TO TOP OF

CHANNEL STRINGER (TYP.)

W8x 7' - 5 5/8" 0' - 6 1/2"

1' - 9 3/4"3' - 5 1/4"3' - 3"

12"

TRAM STATION LEVEL

2671' - 0 1/2"

T.O.S. HIGH PLATFORM

2670' - 5 1/2"

5/16

L8x3x3/8 CONT.

MC8x20 STAIR

STRINGER

(2) 5/8" Ø A325 BOLTS

W8x

PATIO LEVEL

2675' - 0 1/2"

4x6 WOOD TREAD

(TYP.)

5 1/2" 1/4" 5 1/2"

11 1/4"

1/

2" 4"

CONT. 4x4x3/8"

ANGLE

3/8" WEB

STIFFENER (TYP.)

(6) 1/2" EXPANSION BOLTS,(3)

SPACED EVENLY BETWEEN

EACH STRINGER, 3" EMBED. MIN.

MC8x20 STRINGER (LEGS OUT)

EXISTING STONE FACING

5/16

TRAM STATION LEVEL

2671' - 0 1/2"

PATIO LEVEL

2675' - 0 1/2"

STAIR LANDING

2678' - 6 1/2"

U-A502

T.O.S. LOW PLATFORM

2669' - 8"

T.O.S. HIGH PLATFORM

2670' - 5 1/2"

T.1

RAILING TO BE ATTACHED TO

CHANNEL STRINGERS (TYP.

BOTH SIDES)

MC8x20 STAIR STRINGERS

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

GROUND 2

2673' - 0 1/2"

7.7

3/8" THICK 3"x8" PLATE

1-1/2" NOMINAL SCHEDULE

40 RAILING SUPPORT

POST (O.D. 1.9")

MC8x20 STAIR

EDGE STRINGER

(2) 5/8" Ø A325 BOLTS

5/16

10" WIDE 3/8" BENT PLATE

WITH 7" VERT LEG AND 4"

HORIZONTAL LEG

TOP OF MC8x20

STRINGER

10"

7"

1/ 2"

SEE TYP. DECK DETAILS

FOR TIMBER FASTENERS

1/4

BACK

1/4

SEAL

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

PROJ. NO.:

DATE:

SHEET NO.:

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U-A502

UPPER STATION - STAIR

DETAILS

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SCALE: 3/4" = 1'-0"U-A502

SECTION @ NEW STAIR1

SCALE: 1 1/2" = 1'-0"U-A502

ENLARGED DETAIL @ STAIR

LOWER CONNECTION2

SCALE: 1 1/2" = 1'-0"U-A502

ENLARGED DETAIL @ STAIR

UPPER CONNECTION3

SCALE: 3/4" = 1'-0"U-A502

TRANSVERSE SECTION @ NEW STAIR4

SCALE: 1 1/2" = 1'-0"U-A502

TYP. RAILING CONNECTION

DETAIL5

SCALE: 1 1/2" = 1'-0"U-A502

TYP. TREAD SUPPORT PLATE DETAIL6

R Y

M CH

N C

R

E G

ISTERE

D

S T

V I R G I

SIONAL E

N

13460

STATE OF

A I

N

W E R

E E

NI

G

P R O F

E S

G A Y

E

. A

EQUAL LIGHT FIXTURES MANUFACTURED BY ACUITY BRANDS, COOPER LIGHTING BRANDS,

CURRENT LIGHTING BRANDS, AND SIGNIFY BRANDS SHALL BE ACCEPTABLE. OTHER

MANUFACTURERS MUST FOLLOW THE GUIDELINES IN ACCORDANCE WITH THE PRODUCT

SUBSTITUTION SECTION OF THE SPECIFICATIONS FOR APPROVAL BEFORE BID DATE.

ENGINEER SHALL HAVE FINAL APPROVAL OF ALL LIGHT FIXTURE SUBSTITUTIONS.

MOUNTING HEIGHT SHALL BE MEASURED FROM THE FINISHED FLOOR LEVEL TO THE BOTTOM

OF THE FIXTURE.

PROVIDE A LEGRAND WIREMOLD #V5738, 4.75" DIA. X 1" DEEP, ROUND, SURFACE MOUNTED

FIXTURE BOX. PAINT BOX USING RUST-OLEUM FLAT BLACK, OUTDOOR RATED, FADE & CHIP

RESISTANT PAINT.

PROVIDE BATTERY TO SUPPLY EMERGENCY LIGHTING FOR 90 MINUTES AS REQUIRED BY NFPA

101 - LIFE SAFETY CODE.

1.

2.

3.

4.

1.

2.

INFORMATION BASED OFF DATA FROM NFPA 70: NATIONAL ELECTRIC CODE (NEC) TABLE 310.15(B)

(16) AND 240.4(D) FOR TEMPERATURE RATING OF CONDUCTOR AT 75 DEG C (167 DEG F).

CONDUCTOR SIZING IS SHOWN AS A REFERENCE. DEPENDING ON THE LENGTH OF BRANCH

CIRCUIT WIRING AND ASSOCIATED VOLTAGE DROP, THE CONDUCTOR SIZE SHALL BE DETERMINED

BY THE CONTRACTOR.

ELECTRICAL SYMBOL LEGEND

DESCRIPTIONSYMBOL

WIRING AND RACEWAY CONCEALED UNDER FLOOR OR UNDERGROUND

WIRING AND RACEWAY CONCEALED IN WALLS AND/OR ABOVE CEILING, UNLESS NOTED

OTHERWISE

A-2 HOMERUN; TEXT INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER

JUNCTION BOX PER NEC; METAL BOX WITH COVER MATCHING SIZE OF BOX.

SINGLE POLE SWITCH; 20A, 120/277V, MOUNTED 48" O.C. A.F.F.

INDICATES CONDUIT TURNED UP TO FLOOR ABOVE

INDICATES CONDUIT TURNED DOWN TO FLOOR BELOW

INDICATES CONDUIT STUBBED INTO SPACE; PROVIDE CONDUIT BUSHING

J J a

THREE-WAY SWITCH; 20A, 120/277V, MOUNTED 48" O.C. A.F.F.

LIGHT SWITCH; LOWER CASE LETTER DENOTES LIGHT FIXTURE BEING CONTROLLED

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 18" O.C. A.F.F. OR AS NOTED

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 18" O.C. A.F.F. OR AS NOTED; GFCI; NON-FEED

THRU

G

INDICATES ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR TO EQUIPMENT

PROVIDED AND INSTALLED BY OTHERS.

SAFETY DISCONNECT SWITCH; SEE PLANS FOR RATINGS

SURFACE MOUNTED DISTRIBUTION PANEL; SEE RESPECTIVE PANEL SCHEDULE

FLUSH MOUNTED DISTRIBUTION PANEL; SEE RESPECTIVE PANEL SCHEDULE

OUTLET BOX WITH BLANK COVER PLATE; MOUNTED 18" O.C. A.F.F. OR AS NOTEDB

(2) RECEPTACLES; NEMA 5-20R DUPLEX; MOUNTED IN 2-GANG BOX; SINGLE WALL

PLATE; MOUNTED 18" O.C. A.F.F. OR AS NOTED

SPECIAL POWER OUTLET; NEMA DESIGNATION INDICATED ON DRAWING; MOUNTED IN 2-

GANG BOX; 18" O.C. A.F.F. OR AS NOTED

SINGLE POLE SWITCH; 20A, 120/277V, MOUNTED 48" O.C. A.F.F. IN A SURFACE MOUNTED,

METAL, 2-GANG BOX

FS

TX

FUSED SWITCH; SEE PLANS FOR RATINGS

METER BOX

TRANSFORMER

FIRE ALARM CONTROL PANEL

FIRE ALARM MANUAL PULL STATION; MOUNTED 48" O.C. A.F.F.

FACP

F

FIRE ALARM HORN & STROBE; MOUNTED 80" O.C. A.F.F.S

NOTE: ALL SYMBOLS MAY NOT BE REPRESENTED ON PLANS.

ABBREVIATIONS

AMPEREA

EXISTING TO REMAINE

EXISTING TO BE RELOCATEDER

EQUIPMENT GROUNDING CONDUCTOREG

CONDUITC

MAXIMUMMAX

EXISTING TO BE REMOVEDR

VOLTAGEV

ABOVE FINISHED FLOORAFF

ON CENTEROC

POLESP

PHASEPH

MINIMUMMIN

NOTE: ALL ABBREVIATIONS MAY NOT BE REPRESENTED

ON PLANS.

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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ELECTRICAL LEGENDS &

NOTES

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GENERAL ELECTRICAL NOTES

1. SCOPE: FURNISH ALL LABOR AND MATERIALS AND INSTALL ALL

EQUIPMENT; INCLUDING, BUT NOT LIMITED TO WIRING,

CONDUIT,…